05A_McCain Access Road_Final Const Drawings_2024-03-08_Addendum 2.pdf

PDF 39 MB Posted Feb 22, 2024

Attached to: McCain Access Road State and local contract opportunity
Solicitation number: 03-03-302-003
Issued by: Teller County, Colorado

About this file

Written by GovTribe AI · Jul 23, 2025

The document is a comprehensive set of civil engineering and construction drawings for the McCain Access Road project in the Town of Breckenridge, Summit County, Colorado, prepared by Ware Malcomb. The project involves constructing a new access road approximately 0.75 miles long, including roadway infrastructure, utilities, storm drainage systems, water lines, and two infiltration ponds. The design includes a 34-foot wide roadway with 11-foot lanes, 5-foot bike shoulders, curb and gutter, and a right-of-way varying between 70 and 75 feet. The project will incorporate multiple utility installations, including water lines, storm sewers, fire hydrants, and electrical infrastructure, with construction details and cross-sections meticulously documented across multiple technical drawing sheets.

The project appears to be funded through municipal infrastructure development, with specific engineering considerations for the high-altitude mountain environment of Breckenridge. The drawings indicate careful attention to drainage management, with two infiltration ponds (Pond A at 30.04 acres and Pond B at 14.75 acres) designed to manage stormwater runoff. The design includes specific elevation considerations, with road elevations ranging from approximately 9280 to 9350 feet above sea level, and incorporates erosion control measures, native landscaping, and compliance with local municipal standards. The project includes multiple utility crossings, fire hydrant placements, and is designed with considerations for existing solar field infrastructure and potential future development in the area.

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Other files for this state and local contract opportunity

Other files attached to McCain Access Road, newest first.
File	Type	Posted
00_Addendum 1_Bid Date Changes.pdf	PDF	Feb 22, 2024
04_McCain Access Road_Ware Malcomb Specs_02-22-24.pdf	PDF	Feb 22, 2024
01A_McCain Access Road_Contract _ Bid Documents_Addendum 2.pdf	PDF	Feb 22, 2024
08_Bid Questions _ Answers_03-11-24_Addendum 2.pdf	PDF	Feb 22, 2024
02_C700 General Conditions_2023.pdf	PDF	Feb 22, 2024
07_Water Construction Standards.pdf	PDF	Feb 22, 2024
00_Addendum 2_Bid Items _ Plans.pdf	PDF	Feb 22, 2024
03_C800 Supplementary Conditions_2023.pdf	PDF	Feb 22, 2024
05_McCain Access Road_Final Construction Drawings.pdf	PDF	Feb 22, 2024
06_Appendix G - Town Standard Details.pdf	PDF	Feb 22, 2024
01_McCain Access Road_Contract _ Bid Documents.pdf	PDF	Feb 22, 2024

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ILL

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HIGHLANDS DR.

FAIRWAYS DR.

TIGER RD.

BRADDOCK DR.

DELAWARE DR.

VICINITY MAP

N.T.S.

MCCAIN ACCESS ROAD

A PORTION OF THE SOUTHWEST QUARTER OF SECTION 18,

TOWNSHIP 6 SOUTH, RANGE 77 WEST, SIXTH PRINCIPAL MERIDIAN,

TOWN OF BRECKENRIDGE, COUNTY OF SUMMIT, STATE OF COLORADO

BASIS OF BEARINGS:

BEARINGS ARE BASED ON THE NORTHWESTERLY LINE OF TRACT C McCAIN SUBDIVISION, WITH AN ASSUMED BEARING OF SOUTH 31°54'49" WEST WITH ALL BEARINGS SHOWN HEREON RELATIVE THERETO, AND IS MONUMENTED AS SHOWN HEREON.

PROJECT BENCHMARK:

NGS BENCHMARK J 299, BEING A FOUND 3.75" BRASS CAP STAMPED "NGS 299 1951" LOCATION: 2.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT BRECKENRIDGE, 114 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. ELEVATION

IS 9301.74 FEET, (NAVD 88 DATUM).

SITE BENCHMARK:

FOUND 2" ALUMINUM CAP STAMPED "CP BEAR 1511365 KING SURVEYORS". LOCATION: LOCATED SOUTH OF STAN MILLER DRIVE, AT THE END OF THE CONCRETE MEDIAN COMING FROM COLORADO STATE HIGHWAY NO. 9. ELEVATION IS 9280.98 FEET, (NAVD 88 DATUM). AS SHOWN HEREON.

WATER NOTES:

1. CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL EXISTING UTILITIES WHERE NEW GRADING OR UTILITY WORK WILL OCCUR AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS.

ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN

WITHOUT PROPER NOTIFICATION.

2. PROPOSED DRY UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO PLANS BY UTILITY

PROVIDERS AND/OR MEP.

3. WATER MAIN CROSSING WILL REQUIRE A 20' SECTION OF C-900 OR ENCASEMENT.

4. CURRENT CROSSINGS ARE SHOWN PER A SUE LEVEL B SURVEY. POTHOLING SHALL BE

COMPLETED BEFORE UTILITY INSTALLATION AS REQUIRED BY TOB INSPECTOR.

5. WATER MAIN CROSSING WILL REQUIRE A 20' SECTION OF C-900

OR ENCASEMENT. C-900 SHALL BE CENTERED ON CROSSING.

6. MIN BURY DEPTH FOR WATER LINES IS 9'. MIN BURY DEPTH FOR DREDGE ROCK IS 11'.

7. MIN BURY DEPTH FOR HYDRANTS IS 9.5' AND 11.5' IN DREDGE ROCK.

8. WATERLINES SHALL BE 10' MIN FROM STORM AND SANITARY SEWER.

9. SEE DETAILS FOR WATER/SEWER CROSSING.

10. BOARD INSULATION REQUIRED AT WATER/STORM SEWER CROSSINGS. INSULATION SHALL BE 60

PSI (FOR AREAS BENEATH TRAFFIC LOADS). SEE SHEET C8.0 FOR LOCATIONS.

CONSTRUCTION NOTES:

1. GENERAL. ALL CONSTRUCTION AND/OR RESTORATIONS MADE IN A PUBLIC WAY SHALL BE MADE AT THE DIRECTION OF THE TOWN ENGINEER OR HIS DESIGNATED AGENT AND HE SHALL HAVE THE AUTHORITY TO PRESCRIBE THE CONSTRUCTION METHODS AND TO ATTACH SUCH OTHER CONDITIONS AS MAY BE REASONABLY NECESSARY TO PREVENT DAMAGE TO PUBLIC OR PRIVATE PROPERTY, TO MINIMIZE THE INTERFERENCE WITH VEHICULAR OR PEDESTRIAN TRAFFIC AND TO PREVENT THE CONSTRUCTION FROM BEING CONDUCTED

IN A MANNER LIKELY TO CREATE A NUISANCE.

2. UTILITIES. CONTRACTOR SHALL CALL FOR ALL APPROPRIATE UTILITY LOCATIONS PRIOR TO START OF CONSTRUCTION AND PROTECT THOSE UTILITIES WITH THE SAME CARE AS GIVEN TO PROTECTION OF ALL ADJACENT PROPERTIES. ALL UTILITY FACILITIES SHALL BE EXPOSED SUFFICIENTLY AHEAD OF TRENCH EXCAVATION WORK TO AVOID DAMAGE TO THOSE FACILITIES AND TO PERMIT THEIR

RELOCATION, IF NECESSARY.

3. S.U.E. LEVEL A LOCATES ARE NOT REQUIRED DUE TO CONSTRUCTION BEING IN AN AREA THAT IS ALREADY WELL-MAPPED FOR

UNDERGROUND UTILITIES.

4. SURVEY MARKERS AND MONUMENTS. MONUMENTS OF CONCRETE, IRON OR OTHER LASTING MATERIAL SET FOR THE PURPOSE OF LOCATING OR PRESERVING THE LINES OF ANY STREET OR PROPERTY SUBDIVISION, OR A PRECISE SURVEY REFERENCE POINT, OR A PERMANENT SURVEY BENCH MARK WITHIN THE TOWN SHALL NOT BE REMOVED OR DISTURBED OR CAUSED TO BE REMOVED OR DISTURBED UNLESS PERMISSION TO DO SO IS FIRST OBTAINED IN WRITING FROM THE TOWN ENGINEER. PERMISSION SHALL BE GRANTED ONLY UPON THE CONDITION THAT THE CONTRACTOR SHALL PAY ALL EXPENSES INCIDENT TO THE PROPER REPLACEMENT OF THE MONUMENT BY A REGISTERED LAND SURVEYOR. MARKERS OR MONUMENTS REPLACED BY A REGISTERED LAND SURVEYOR AT

CONTRACTOR’S SOLE COST AND EXPENSE.

5. DRAINAGE. UNDER NO CIRCUMSTANCES SHALL ANY CONTRACTOR ENCROACH UPON, FILL, RECHANNEL OR CONTAMINATE ANY NATURAL DRAINAGE COURSES AS A RESULT OF CONSTRUCTION. IF WORK PERFORMED BY THE CONTRACTOR INTERFERES WITH THE ESTABLISHED DRAINAGE SYSTEM OF ANY STREET, PROVISION SHALL BE MADE BY THE CONTRACTOR TO PROVIDE PROPER DRAINAGE TO THE SATISFACTION OF THE TOWN ENGINEER. EXCAVATED MATERIALS. CONTRACTOR SHALL STRIP AND STORE ALL TOP SOIL, FROZEN ORGANIC MATERIALS OR ANY OTHER MATERIALS DESIGNATED AS UNSATISFACTORY FOR STRUCTURAL BACKFILL BY THE TOWN ENGINEER.

CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT BEFOREHAND IN THOSE AREAS WHERE IT IS MOST LIKELY TO BE MIXED WITH EXCAVATED MATERIAL. PAVEMENT MAY ONLY BE USED FOR BACKFILL IF BROKEN INTO PIECES THAT DO NOT EXCEED 6 INCHES. OTHER

ASPHALT PIECES LARGER THAN 6 INCHES SHALL BE REMOVED AND DISPOSED OF PROPERLY.

6. BEDDING. NATIVE EXCAVATION SHALL BE PLACED IN LIFTS NOT TO EXCEED 18 INCHES. FILL SHALL BE PLACED TO A UNIFORM DEPTH AND COMPACTED TO 95% STANDARD PROCTOR RELATIVE DENSITY USING MECHANICAL COMPACTION METHODS TO ENSURE SATISFACTORY RESULTS. THE TOWN MAY WAIVE ANY REQUIRED TESTING IF IT DEEMS THE COMPACTIVE EFFORT AND QUALITY TO BE SATISFACTORY.

NATIVE MATERIAL FOR BACKFILL SHALL BE REASONABLY DRY; HOWEVER, IF DEEMED NECESSARY, CONTRACTOR MAY BE REQUIRED TO INTRODUCE ADDITIONAL MOISTURE TO ENSURE REASONABLE COMPACTION. NO ROCK LARGER THAN 8 NICHES IN DIAMETER SHALL BE

ACCEPTABLE FOR BACKFILL. LIFTS WITHIN ROW SHALL NOT EXCEED 8”

7. TOPPING COURSE. IN TRAVELED ROADWAYS, THE FINAL 12 INCH LIFT OF BACKFILL BELOW ABC SHALL CONSIST OF WELL COMPACTED BACKFILL; MOISTURE CONDITIONED AS NEEDED. BACKFILL PLACED AND COMPACTED WITHIN 2 INCHES BELOW FINISHED ABC SUBGRADE TO FACILITATE PAVING. CLASS 6 ABC TO BE WELL GRADED AND COMPACTED IN FINAL 6" LIFT. IN GRAVELED ROADS, FINAL LIFT OF CLASS 6

MATERIAL SHALL BE PLACED AND COMPACTED TO FINAL ROADWAY ELEVATION.

8. HOT BITUMINOUS PAVEMENT. PATCHING AND PLACEMENT OF TO BITUMINOUS PAVEMENT WILL BE MADE ONLY AFTER ALL EDGES AND CORNERS OF AFFECTED AREAS ARE HAMMERED OR CUT SQUARE AND AN APPLICATION OF TACK OIL IS MADE TO PROVIDE A QUALITY PATCH. HOT BITUMINOUS PAVEMENT SHALL BE GRADING E TO BE PLACED A MINIMUM OF 3 INCHES THICK, STRUCK OFF AND SURFACE IRREGULARITIES ADJUSTED. SURFACE SHALL BE ROLLED TO COLORADO DEPARTMENT OF HIGHWAY SPECIFICATIONS FOR DENSITY TO A SURFACE FREE OF UNDUE CRACKING, DISPLACEMENT OR DISTORTIONS. AN INSPECTION MUST BE CALLED FOR THIS OPERATION. DURING CERTAIN TIMES OF THE YEAR WHEN HOT PLANT MIXED ASPHALTIC IS UNAVAILABLE, COLD PLANT MIXED ASPHALTIC CONCRETE SHALL BE PLACED; HOWEVER, THIS SHALL NOT BE CONSIDERED A PERMANENT PATCH, AND THE CONTRACTOR SHALL MAINTAIN THIS TEMPORARY PATCH AS REQUIRED TO ENSURE PROPER AND SAFE MOVEMENT OF TRAFFIC UNTIL SUCH TIME AS A PERMANENT PATCH OF HIT BITUMINOUS ASPHALT WITHIN 15 DAYS FOLLOWING THE AVAILABILITY OF THE PROPER MATERIAL. THE TOWN ENGINEER MAY, UNDER CERTAIN CIRCUMSTANCES, ALLOW LATE SEASON PATCHES TO BE HOT PATCHED THE FOLLOWING SPRING.

9. RESTORATION. IN ALL AREAS BEYOND THE LIMITS OF ASPHALT AND/OR GRAVELED SHOULDER, CONTRACTOR SHALL PLACE TOPSOIL NATIVE TO AN AVERAGE DEPTH OF 6 INCHES. SEEDING AND MULCHING WILL BE REQUIRED IN THOSE AREAS DEEMED NECESSARY.

CONTRACTOR SHALL PROVIDE TOWN WITH A GRASS SEED MIX SPECIFICATION SUITABLE TO THE TOWN PRIOR TO ANY RESEEDING.

10. IF ANY SETTLEMENT IN A CONSTRUCTION AREA OCCURS WITHIN A PERIOD OF 2 YEARS FROM THE DATE OF COMPLETION OF THE PERMANENT RESTORATION, ANY EXPENSE INCURRED BY THE TOWN IN CORRECTING THE SETTLEMENT SHALL BE PAID BY THE CONTRACTOR UNLESS PROOF IS SUBMITTED BY THE CONTRACTOR, SATISFACTORY TO THE TOWN ENGINEER, THAT THE SETTLEMENT IS NOT DUE TO DEFECTIVE BACKFILLING. ANY WORK IN ROW SHALL BE WARRANTED FOR 2 YEARS.

11. FINAL CLEAN UP. UPON COMPLETION OF ALL RESTORATION OF PAVING OPERATIONS, CONTRACTOR MUST WITHIN A REASONABLE TIME REMOVE ALL SURPLUS MATERIALS OR DEBRIS AND RETURN THE PUBLIC WAY TO A CONDITION EQUAL TO OR BETTER THAN THE ORIGINAL STATE. UPON SATISFACTORY COMPLETION OF ALL WORK INCLUDING REPLACEMENT OF PAVED SECTIONS, SIDEWALKS, GRAVEL, SHOULDER, ETC. A FINAL INSPECTION SHALL BE MADE BY THE TOWN ENGINEER.

12. TOWN ENGINEERING REPRESENTATIVE SHALL BE CONTACTED PRIOR TO INSTALLATION OF WORK WITHIN TOWN ROW + PROPERTY. TOWN

REP TO APPROVE WORK PRIOR TO CONSTRUCTION COMMENCING.

SITE

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

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C1.0

SHEET INDEX

C1.0 COVER SHEET AND NOTES

C2.0 INITIAL EROSION CONTROL PLAN

C2.1 INITIAL EROSION CONTROL PLAN

C2.2 INTERIM EROSION CONTROL PLAN

C2.3 INTERIM EROSION CONTROL PLAN

C2.4 FINAL EROSION CONTROL PLAN

C2.5 FINAL EROSION CONTROL PLAN

C3.0 HORIZONTAL CONTROL PLAN

C3.1 HORIZONTAL CONTROL PLAN

C4.0 OVERALL GRADING PLAN

C5.0 ROADWAY PLAN AND PROFILE

C5.1 ROADWAY PLAN AND PROFILE

C5.2 ROADWAY PLAN AND PROFILE

C5.3 ROADWAY PLAN AND PROFILE

C6.0 ROADWAY CROSS SECTIONS

C6.1 ROADWAY CROSS SECTIONS

C6.2 ROADWAY CROSS SECTIONS

C8.0 OVERALL UTILITY PLAN

C9.0 STORM PLAN AND PROFILE

C9.1 STORM PLAN AND PROFILE

C11.0 WATER PLAN AND PROFILE

C11.1 WATER PLAN AND PROFILE

C11.2 WATER PLAN AND PROFILE

C11.3 WATER PLAN AND PROFILE

C12.0 POND A PLAN

C12.1 POND B PLAN

C13.0 CONSTRUCTION DETAILS

C13.1 CONSTRUCTION DETAILS

C13.2 CONSTRUCTION DETAILS

C13.3 CONSTRUCTION DETAILS

C13.4 CONSTRUCTION DETAILS

C13.5 CONSTRUCTION DETAILS

C13.6 CONSTRUCTION DETAILS

C13.7 CONSTRUCTION DETAILS

C13.8 CONSTRUCTION DETAILS

C13.9 CONSTRUCTION DETAILS

DRN1 DRAINAGE MAP

COYNE VALLEY RD.

C5.4 ROADWAY PLAN AND PROFILE

C6.3 ROADWAY CROSS SECTIONS

LOC

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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

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SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION CONTROL

MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING

INSTALLING, REPAIRING, REPLACING, RELOCATING, AND MODIFYING AS

NECESSARY FOR CONSTRUCTION AND TO ENSURE THE SITE IS IN

COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN

MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN

EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE

WITH STATE AND LOCAL CRITERIA.

4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION

INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING

FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT

STABILIZATION SHALL BE PERMANENTLY SEEDED PER STATE AND

LOCAL REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED

+ SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE

REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT

TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN

EMERGENCY FLOW PATH

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SCALE: 1" =

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60' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING INSTALLING, REPAIRING, REPLACING, RELOCATING, AND MODIFYING AS NECESSARY FOR CONSTRUCTION AND TO ENSURE THE SITE IS

IN COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE NECESSARY TO PREVENT EROSION AND

SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN

ACCORDANCE WITH STATE AND LOCAL CRITERIA.

4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT STABILIZATION SHALL BE PERMANENTLY SEEDED PER

STATE AND LOCAL REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED + SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN EMERGENCY FLOW PATH

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PROPOSED 100-YEAR

FLOODPLAIN

EXISTING 100-YEAR

FLOODPLAIN

ROUGH EXTENTS OF

EXISTING 3,000 CY

ROCK PILE (1.5" ROCK)

S D

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KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

(5720)

(5721)

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION CONTROL

MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING

INSTALLING, REPAIRING, REPLACING, RELOCATING, AND MODIFYING AS

NECESSARY FOR CONSTRUCTION AND TO ENSURE THE SITE IS IN

COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN

MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN

EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE

WITH STATE AND LOCAL CRITERIA.

4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION

INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING

FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT

STABILIZATION SHALL BE PERMANENTLY SEEDED PER STATE AND

LOCAL REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED

+ SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE

REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT

TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN

EMERGENCY FLOW PATH

EROSION CONTROL BMP LEGEND

LIMITS OF

CONSTRUCTION

CONSTRUCTION FENCE

CONCRETE WASHOUT

AREA

DRAINAGE SWALE

EROSION CONTROL

BLANKET

INLET PROTECTION

MULCHING &

TEMPORARY SEEDING

OUTLET PROTECTION

PERMANENT SEEDING /

LANDSCAPE (PER

LANDSCAPE PLAN)

ROCK/CURB SOCK

STRAW BALE BARRIER

SILT FENCE

STOCKPILE

MANAGEMENT

STABILIZED STAGING

AREA

VEHICLE TRACKING

CONTROL

LOC

CWA

ECB

SBB

SSA

VTC

S E

E S

H E

E T

C 2.

N E

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 2.

X _I nt er im E ro si on C on tro l.d

A W

E R

O S

C O

O L

C2.2

E E

E E E

E E

S D

049306

069307

93079308930993119312

9287928892

93069307

92809285

PROPOSED 100-YEAR

FLOODPLAIN

EXISTING 100-YEAR

FLOODPLAIN

LOC

SSA

CWA

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

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OF WARE MALCOMB

SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

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03/08/24

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DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

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O N

U C

KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

(5720)

(5721)

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE WITH

STATE AND LOCAL CRITERIA.

4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING

FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT STABILIZATION SHALL BE PERMANENTLY SEEDED PER STATE AND LOCAL

REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED + SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN

EMERGENCY FLOW PATH

EROSION CONTROL BMP LEGEND

LIMITS OF

CONSTRUCTION

CONSTRUCTION FENCE

CONCRETE WASHOUT

AREA

DRAINAGE SWALE

EROSION CONTROL

BLANKET

INLET PROTECTION

MULCHING &

TEMPORARY SEEDING

OUTLET PROTECTION

PERMANENT SEEDING /

LANDSCAPE (PER

LANDSCAPE PLAN)

ROCK/CURB SOCK

STRAW BALE BARRIER

SILT FENCE

STOCKPILE

MANAGEMENT

STABILIZED STAGING

AREA

VEHICLE TRACKING

CONTROL

LOC

CWA

ECB

SBB

SSA

VTC

S E

E S

H E

E T

C 2.

N E

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 2.

X _I nt er im E ro si on C on tro l.d

A W

E R

O S

C O

O L

C2.3

XIN

STO

SLO

LOC

PROPOSED 100-YEAR

FLOODPLAIN

EXISTING 100-YEAR

FLOODPLAIN

50:1

93159320

149316

93189319 932193229323

93389339

93129313

ECB

TS MU

S D

LOC

ECB

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

FIC

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OF WARE MALCOMB

SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

I N

E E

R V

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03/08/24

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DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

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N O

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O N

U C

KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

(5720)

(5721)

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION CONTROL

MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING

INSTALLING, REPAIRING, REPLACING, RELOCATING, AND MODIFYING AS

NECESSARY FOR CONSTRUCTION AND TO ENSURE THE SITE IS IN

COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN

MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN

EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE

WITH STATE AND LOCAL CRITERIA.

4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION

INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING

FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT

STABILIZATION SHALL BE PERMANENTLY SEEDED PER STATE AND

LOCAL REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED

+ SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE

REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT

TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN

EMERGENCY FLOW PATH

EROSION CONTROL BMP LEGEND

LIMITS OF

CONSTRUCTION

CONSTRUCTION FENCE

CONCRETE WASHOUT

AREA

DRAINAGE SWALE

EROSION CONTROL

BLANKET

INLET PROTECTION

MULCHING &

TEMPORARY SEEDING

OUTLET PROTECTION

PERMANENT SEEDING /

LANDSCAPE (PER

LANDSCAPE PLAN)

ROCK/CURB SOCK

STRAW BALE BARRIER

SILT FENCE

STOCKPILE

MANAGEMENT

STABILIZED STAGING

AREA

VEHICLE TRACKING

CONTROL

LOC

CWA

ECB

SBB

SSA

VTC

S E

E S

H E

E T

C 2.

N E

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 2.

X _F in al

E ro si on

C on tro l.d

R A

A L

E R

O S

C O

O L

C2.4

E E

E E E

E E

S D

LOC

PROPOSED 100-YEAR

FLOODPLAIN

EXISTING 100-YEAR

FLOODPLAIN

05 93019301

93069307

93009305

928992

930293039304

ECB

ECBECB

ECB

TSMU

(9310)

(9305) (9

0) (9

93089308

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

FIC

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SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

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DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

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U C

KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

EXISTING STORM INLET

ST EXISTING STORM MANHOLE

PROPERTY LINE

EXISTING STORM LINE

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

(5720)

(5721)

EXISTING FLOW ARROW

WM NOTES: EROSION CONTROL

IN COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS.

2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE NECESSARY TO PREVENT EROSION AND

SEDIMENTATION.

3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE

WITH STATE AND LOCAL CRITERIA.

LOCAL REQUIREMENTS.

5. ANY SEDIMENT TRUCKED ONTO STAN MILLER DRIVE SHALL BE REMOVED + SWEPT DAILY.

6. NO SEDIMENT SHALL BE TRUCKED ONTO SH 9. ANY SEDIMENT SHALL BE REMOVED DAILY.

7. APPLICANT TO SUBMIT SWMP + CDPHE PERMIT TO TOWN. APPLICANT TO SEND ANY UPDATES OR MODIFICATIONS TO SWMP TO TOWN EMERGENCY FLOW PATH

EROSION CONTROL BMP LEGEND

LIMITS OF

CONSTRUCTION

CONSTRUCTION FENCE

CONCRETE WASHOUT

AREA

DRAINAGE SWALE

EROSION CONTROL

BLANKET

INLET PROTECTION

MULCHING &

TEMPORARY SEEDING

OUTLET PROTECTION

PERMANENT SEEDING /

LANDSCAPE (PER

LANDSCAPE PLAN)

ROCK/CURB SOCK

STRAW BALE BARRIER

SILT FENCE

STOCKPILE

MANAGEMENT

STABILIZED STAGING

AREA

VEHICLE TRACKING

CONTROL

LOC

CWA

ECB

SBB

SSA

VTC

S E

E S

H E

E T

C 2.

N E

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 2.

X _F in al

E ro si on

C on tro l.d

R A

A L

E R

O S

C O

O L

C2.5

XIN

STO

SLO

C O

O A

McCAIN ACCESS ROAD

STREET LIGHT

(RE: OVERALL UTILITY PLAN C9.0)

70.00' R.O.W.

SWALE

STOP SIGN

(MUTCD R1-1)

START OF ROADWAY ALIGNMENT

N: 1,613,268.09 E: 2,844,920.93

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

4" SOLID DOUBLE

YELLOW LINE

11.00' LANE

(TYP.)

11.00' LANE

(TYP.)

N00°19'37"W 88.60'

∆=52°29'38" R=193.00' L=176.83'

CHB=N25°55'12"E

CHD=170.71'

N52°10'01"E 47.73'

N09°41'45"E 583.02'

∆=56°42'34" R=204.00' L=201.91'

CHB=N17°47'29"W

CHD=193.77'

N46 °0

8'1 8"W

.88

∆=49°39'26" R=196.00' L=169.87'

CHB=N21°18'35"W

CHD=164.60'

100.00'

(TYP.)

FIRE

HYDRANT

∆=42°28'16" R=354.00' L=262.41'

CHB=N30°55'53"E

CHD=256.44'

FIRE

HYDRANT

FIRE

HYDRANT

FIRE

HYDRANT

MATCH EXISTING EOA

N: 1,613,268.54 E: 2,844,956.89

MATCH EXISTING EOA

N: 1,613,268.25 E: 2,844,884.89

2' X 8' THERMOPLASTIC

CROSSWALK STRIPING

PEDESTRIAN CROSSING

SIGN (MUTCD W11-2)

PEDESTRIAN CROSSING

SIGN (MUTCD W11-2)

MOUNTED TO LIGHT POLE

EXISTING BIKE

TRAIL TO REMAIN

4" SOLID WHITE LINE

R18.00'

PROPOSED

CONCRETE RAMP

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

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PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

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03/08/24

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DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

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H E

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C 3.

N E

KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

WM NOTES: SITE

1. CONTRACTOR TO FIELD-VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION

AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. ENGINEER WILL NOT BE

LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT

PROPER NOTIFICATION.

2. DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURB AND BUILDING FACE UNLESS

OTHERWISE NOTED.

3. ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED WITH DETECTIBLE WARNING

PADS. REFERENCE DETAIL.

4. CONTRACTOR SHALL REMOVE AND REPLACE CURB, GUTTER, PAVING, LANDSCAPE,

AND ANY OTHER ITEMS DAMAGED DURING CONSTRUCTION.

5. SHARED USE PATH, SIDEWALK, STREET LIGHTS, AND SEWER TO BE FROZEN ON

FINAL DRAWINGS (THEY ARE NOT BEING CONSTRUCTED IN THIS PHASE). KEEP

LINEWORK IN CAD AND PRINT A NOT FOR CONSTRUCTION PDF SET SHOWING

THESE IMPROVEMENTS. FOR CONSTRUCTION SET, KEEP GRADING UNCHANGED

FOR SHARED USE PATH/REC PATH (BENCH FOR FUTURE ADDITION). ADD SPARE

CONDUITS AND VAULTS AT DRIVEWAY CROSSINGS.

LEGEND:

PROPERTY LINE

EXISTING CURB & GUTTER

PROPOSED CATCH CURB & GUTTER

PROPOSED ADA ROUTE

PROPOSED SIGN

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED SPILL CURB & GUTTER

PROPOSED CONCRETE WALK

PROPOSED STRIPING

PROPOSED TURN ARROW

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 3.

X _H or iz on ta l C on tro l P la n.

C E

H O

O N

C O

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C3.0

PROPOSED HEAVY-DUTY ASPHALT

34.00' 18.00'

VARIABLE R.O.W.

CLROW ROW

TYPICAL ROADWAY

CROSS-SECTION

McCAIN ACCESS ROAD N.T.S.

2.00' CURB

AND GUTTER 2.0%2.0%

4:1 4:12.0%

3.00' ROAD

BASE SHOULDER

14.00'

REREATION

PATH

3.00' ROAD

BASE SHOULDER

16.00' ROADSIDE

DITCH

PAVEMENT THICKNESS

LOCATION ASPHALT AND AGGREGATE BASE

COURSE HMA + CLASS 6 ABC

MCCAIN ROAD 6 INCHES + 6 INCHES

McCAIN ACCESS ROAD

M cC

R O

A D

M cC

R O

A D

R D

E W

O R

R C

REMOVE TYPE III BARRICADE

PRIOR TO CONSTRUCTION

R.O.W.

VARIES

TRACT B

THE MCCAIN SUBDIVISION

REC. NO. 1200093

TOWN OF BRECKENRIDGE

SOLAR GARDEN

REC. 1035199

TRACT B

THE MCCAIN SUBDIVISION

REC. NO. 1200093

STREET LIGHT

(RE: OVERALL UTILITY PLAN C9.0)

SWALE

THERMOPLASTIC

LEFT TURN ARROW

THERMOPLASTIC

STRAIGHT ARROW

BUS STOP

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

N: 1,616,375.86 E: 2,845,471.51

N: 1,616,384.67

E: 2,845,429.42SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

SPEED LIMIT

SIGN 25 MPH

(MUTCD R2-1)

150.00' SETBACK

FROM HIGHWAY 9

11.00' LANE

(TYP.)

11.00' LANE

(TYP.)

4" SOLID DOUBLE

YELLOW LINE

∆=49°39'26" R=196.00' L=169.87'

CHB=N21°18'35"W

CHD=164.60'

N03°31'08"E 231.49'

∆=81°20'22" R=106.00' L=150.48'

CHB=N44°11'19"E

CHD=138.16'

N84°51'30"E 42.29'

∆=115°09'29" R=114.00' L=229.13'

CHB=N27°16'45"E

CHD=192.46'

N30°18'00"W 126.73'

∆=30°52'17" R=106.00'

L=57.11'

CHB=N14°51'51"W

CHD=56.42'

N00°34'17"E 283.92'

∆=19°47'06" R=766.00' L=264.51'

CHB=N10°27'50"E

CHD=263.20'

N20°21'23"E 103.48'

∆=8°31'24" R=774.00' L=115.14'

CHB=N16°05'41"E

CHD=115.03'

N11°49'59"E 220.14'

100.00

(TYP.)

N: 1,615,087.74 E: 2,845,088.06

N: 1,615,094.80 E: 2,845,227.89

28.00'

L1 C1 L2 C2

C3 L4

LINE TABLE

LINE #

BEARING

N11°49'59"E

N02°22'00"W

N11°49'59"E

N21°37'49"E

DISTANCE

13.19'

26.27'

50.00'

47.26'

CURVE TABLE

CURVE #

DELTA

14°11'59"

9°47'50"

RADIUS

50.00'

LENGTH

12.39'

8.55'

CHORD DIRECTION

N04°44'00"E

S04°44'00"W

S16°43'54"W

N16°43'54"E

CHORD LENGTH

12.36'

8.54'

N: 1,616,202.28 E: 2,845,389.16

FIRE

HYDRANT

FIRE

HYDRANT

FIRE

HYDRANT

FIRE

HYDRANT

SWALE

75.00' R.O.W.

70.00' R.O.W.

R.O.W.

VARIES

EXACT LOCATION OF

DRIVE CUT TO BE COORDINATED

WITH TOWN OF BRECKENRIDGE

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

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SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

I N

E E

R V

E Y

I N

03/08/24

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DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

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S E

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H E

E T

C 3.

N E

KEY MAP

N.T.S.

SCALE: 1" =

30 60 120

60' WARE MALCOMB assumes no responsibility for utility locations.

WM NOTES: SITE

1. CONTRACTOR TO FIELD-VERIFY EXISTING

CONDITIONS PRIOR TO CONSTRUCTION AND SHALL

NOTIFY ENGINEER OF ANY DISCREPANCIES.

ENGINEER WILL NOT BE LIABLE FOR ANY COSTS

ASSOCIATED WITH CHANGES TO THE DESIGN

WITHOUT PROPER NOTIFICATION.

2. DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURB

AND BUILDING FACE UNLESS OTHERWISE NOTED.

3. ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED

WITH DETECTIBLE WARNING PADS. REFERENCE

DETAIL.

4. CONTRACTOR SHALL REMOVE AND REPLACE CURB,

GUTTER, PAVING, LANDSCAPE, AND ANY OTHER

ITEMS DAMAGED DURING CONSTRUCTION.

5. SHARED USE PATH, SIDEWALK, STREET LIGHTS, AND

SEWER TO BE FROZEN ON FINAL DRAWINGS (THEY

ARE NOT BEING CONSTRUCTED IN THIS PHASE).

KEEP LINEWORK IN CAD AND PRINT A NOT FOR

CONSTRUCTION PDF SET SHOWING THESE

IMPROVEMENTS. FOR CONSTRUCTION SET, KEEP

GRADING UNCHANGED FOR SHARED USE PATH/REC

PATH (BENCH FOR FUTURE ADDITION). ADD SPARE

CONDUITS AND VAULTS AT DRIVEWAY CROSSINGS.

LEGEND:

PROPERTY LINE

EXISTING CURB & GUTTER

PROPOSED CATCH CURB & GUTTER

PROPOSED ADA ROUTE

PROPOSED SIGN

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED SPILL CURB & GUTTER

PROPOSED CONCRETE WALK

PROPOSED STRIPING

PROPOSED TURN ARROW

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

C 3.

X _H or iz on ta l C on tro l P la n.

C E

H O

O N

C O

O L

C3.1

PROPOSED HEAVY-DUTY ASPHALT

34.00' 18.00'

VARIABLE R.O.W.

CLROW ROW

TYPICAL ROADWAY

CROSS-SECTION

McCAIN ACCESS ROAD N.T.S.

2.00' CURB

AND GUTTER 2.0%2.0%

4:1 4:12.0%

3.00' ROAD

BASE SHOULDER

14.00'

REREATION

PATH

3.00' ROAD

BASE SHOULDER

16.00' ROADSIDE

DITCH4.00 BIKE

SHOULDER

5.00 BIKE

SHOULDER

PROPOSED LIGHT-DUTY ASPHALT

PAVEMENT THICKNESS

LOCATION ASPHALT AND AGGREGATE BASE

COURSE HMA + CLASS 6 ABC

MCCAIN ROAD 6 INCHES + 6 INCHES

SLOW

HWY

XING

STOP

XIN

STO

SLO

W M

WMWM

W M

N G

T T

14" G G

S S

S D

E E

McCAIN ROAD

R O

A D

DRIFT ROAD

RAPID DRIVE93059310

93409345 93

928192

92909295

92839283

92709270

92759280

(9320) (9320)

(9325)

(9305)

(9300)

(9295)

(9295)(9295)

(9275)(9280)

(9280)

(9280)(9

0) (9

(9280)

0)(9280)

(9280)(9

0) (9

(9280) (9280)(9285)(9285)

(9285) (9285)

(9285)(92

(9320)

(93

(9330)(9335)(9

0)(9340)(9

(9320)

(9325) (9325)

(9325)

(9330)(9

(9340) (9

(9340) (9340)

(9290) (9290)

(9290)(9

0) (9

(9295)(92

)(9295)(9

5) (9

5)(9295)

(9295)

5)(9295)(9295)

(9295)

C O

O A

HIGHWAY 9 M

R O

A D

M cC

R O

A D

R D

E W

O R

R C

0)(9280) (9

(9280) (9280)

(9280)(9280)(9280)(9280) (9280)

(9280)

M cC

R O

A D

M cC

R O

A D

R D

E W

O R

R C

STAN MILLER

DRIVE

(9295)

(9305)

5)(9305)

(9305)

(9305)(9310)

5)(9320)

(9325)

(9330)

(92

(9295)

(93

(9300)(9300)

(9305)

(9280)

(9285)

5) (92

)(9285) (9285)(9285)

(9285)

(9285) (9285)

(92

(9285)(9285) (9

(92

(9290)(9290)(9290)

0) (9290)(9290) (9290) (92

(9290)

(9275)

(9285)

S D

INFILTRATION

POND B

INFILTRATION

POND A

SWALE

STABILIZED PUBLIC WORKS

AREA (1.5" ROCK) FROM LARGE

EXISTING ROCK PILE TO SOUTH

NEAR COYNE VALLEY ROAD

McCAIN ROAD

SWALE

150.00'

SETBACK

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

FIC

F W

B A

B E

O N

R W

T W

ITH

L T

L B E

FIE

. A

B E

T T

TIC

O F A

FOR AND ON BEHALF

OF WARE MALCOMB

SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

I N

E E

R V

E Y

I N

03/08/24

M cC

A C

E S

S R

E C

K E

N R

E , C

DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

A S

R E

P E

R M

U C

E P

E R

A S

R E

P E

R M

U C

E P

E R

A L

A S

R E

P E

R M

N O

R C

O N

U C

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

O ve ra ll

G ra di ng

P la n.

R A

O V

E R

G R

A D

C4.0

SCALE: 1" =

75 150 300

150' WARE MALCOMB assumes no responsibility for utility locations.

LEGEND:

EXISTING RIGHT-OF-WAY

PROPOSED EASEMENT

EXISTING STORM INLET

EXISTING EASEMENT

PROPOSED STORM LINE

ST EXISTING STORM MANHOLE

PROPOSED STORM INLET

PROPERTY LINE

EXISTING STORM LINE

PROPOSED 5' CONTOUR

PROPOSED 1' CONTOUR

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

PROPOSED FLOW ARROW

PROPOSED SWALE

5031.62

(5031.62) 1.1%

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED FLOW ARROW

PROPOSED SPILLCURB

PROPOSED SIDEWALK

SD PROPOSED STORM MANHOLE

WM NOTES: GRADING

1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY

DISCREPANCIES WITH THE ELEVATIONS SHOWN ON

THE PLANS. ENGINEER WILL NOT BE LIABLE FOR

ANY COSTS ASSOCIATED WITH CHANGES TO THE

DESIGN WITHOUT PROPER NOTIFICATION.

2. SEE COVER SHEET FOR BENCHMARK, BASIS OF

BEARINGS, AND SURVEY INFORMATION.

3. ELEVATIONS ARE AT FINISHED SURFACE UNLESS

OTHERWISE NOTED.

4. CURB ELEVATIONS ARE AT FLOWLINE/BOTTOM OF

CURB UNLESS OTHERWISE NOTED.

5. SIDEWALKS AND LANDINGS SHALL BE 2% MAX

CROSS-SLOPE TOWARD ROADS, DRIVE LANES, AND

PARKING AREAS UNLESS OTHERWISE NOTED.

6. REFER TO THE GEOTECH REPORT FOR

GROUNDWATER ELEVATIONS.

STABILIZED PUBLIC WORKS AREA

TYPICAL SECTION

STABILIZED PUBLIC WORKSAREA

N.T.S.

1.5" ROCK FROM

EXISTING ROCK PILE

(RE:2.2)

6" MIN.

RE-VEGETATED SOIL

shannons Line shannons Line shannons Text Box Seeded native fill shannons Line

XIN

STO

93409340

9342 9342

9344 93

9+80 10+00 11+00 12+00

13+00

14+00

15+00

16+00

17+00

18+00

N52°10'01"E 47.73'

N09°41'45"E 583.02'

C O

O A

McCAIN ROAD

934693479348

93299329

93289329

(9325)

(9327)

(9335)

(9334)

4)(9334)

(9336)(9337)

1) (9

(9331) (9332)

0)(9330) (9330)

(9328)(9

(9328)

(9328)(9328)

(9329)

(9332)(9

2)(9332)

(9333)

(9334)

(9340)

(9345)

(9339)

(9341)

(9342)(9343)(9344)

(9346)

(9347)

150.00' SETBACK

FROM HIGHWAY 9

STREET LIGHT

(RE: OVERALL UTILITY PLAN C8.0)EX. 20.00' WESTERN SLOPE

GAS ESMT.

REC. NO. 437669

WST COMMUNICATIONS

REC. NO. 437672 U.S.

STA: 13+65.71

EL: 9334.85

START OF

CONSTRUCTION

SWALE TO TRANSITION

TO ROADSIDE DITCH

9331.00

9333.32

N: 1,613,437.15 E: 2,845,009.77

N: 1,613,666.92 E: 2,845,130.70

9351.16±

(ME)

4' PAN

(RE: DETAIL C13.0)

9351.33±

(ME)

9351.33±

(ME)

9349.81±

(ME)

9349.92

9345.26

9336.16

9336.00

9334.53

9329.22

9329.05

9334.37

STA: 13+17.98

EL: 9336.48

STA: 11+41.15

EL: 9345.06

STA: 16+28.11

EL: 9329.54

9332.89

9333.10

9351.33±

(ME)

9351.02

6.00' TRANSITION

FROM 6" TO 0" CURB

9345.38 9344.81

9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

-4.90%

-2.00%

-2.30%

PVI STA: 10+48.82

PVI EL: 9349.58

A.D: -2.60% K: 34.67

LVC: 90.00

P V

C : 1

E L:

P V

E L:

PVI STA: 13+40.82

PVI EL: 9335.29

A.D: 2.90% K: 31.08

LVC: 90.00

P V

C : 1

E L:

P V

E L:

PROPOSED GRADE

AT CENTERLINE

EXISTING GRADE

AT CENTERLINE

SCALE

HORIZ: 1"=30'

VERT: 1"=5'

McCAIN ACCESS ROAD

R T

O F

C O

N S

O N

-2.00%

: 1 0+

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

FIC

F W

B A

B E

O N

R W

T W

ITH

L T

L B E

FIE

. A

B E

T T

TIC

O F A

FOR AND ON BEHALF

OF WARE MALCOMB

SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

I N

E E

R V

E Y

I N

03/08/24

M cC

A C

E S

S R

E C

K E

N R

E , C

DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

A S

R E

P E

R M

U C

E P

E R

A S

R E

P E

R M

U C

E P

E R

A L

A S

R E

P E

R M

N O

R C

O N

U C

SCALE: 1" =

15 30 60

30' WARE MALCOMB assumes no responsibility for utility locations.

WM NOTES: ROADWAY

1. ALL WALKWAYS TO BE SLOPED 2.0% TOWARDS

ROADWAY UNLESS OTHERWISE NOTED.

2. SEE GEOTECH REPORT FOR PAVEMENT SECTION.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF

ANY DISCREPANCIES WITH THE PROPOSED ELEVATIONS

SHOWN ON THE GRADING PLAN. THE ENGINEER WILL

NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH

CHANGES TO THE DESIGN WITHOUT PROPER

NOTIFICATION.

LEGEND:

EXISTING RIGHT-OF-WAY

PROPOSED SAWCUT LINE

EXISTING STORM INLET

EXISTING EASEMENT

PROPOSED STORM LINE

PROPOSED STORM INLET

PROPERTY LINE

EXISTING STORM LINE

PROPOSED 5' CONTOUR

PROPOSED 1' CONTOUR

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

SD PROPOSED STORM MANHOLE

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

4_ R oa dw ay P la n an d

P ro fil es

A W

C5.0

KEY MAP

N.T.S.

McCAIN ACCESS ROAD

ROAD A

ROAD B

PROPOSED SWALE

5031.62

(5031.62) 1.1%

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED FLOW ARROW

PROPOSED SIDEWALK

MATCH EXISTINGME

LOW POINTLP

HIGH POINTHP

PROPOSED STREET LIGHT

34.00' 18.00'

75.00' R.O.W.

CLROW ROW

SECTION B-B

STATION 12+87.67 - 27+95.73

McCAIN ACCESS ROAD N.T.S.

2.00' CURB

AND GUTTER 2.0%2.0%

3:1 3:1

34.00' 18.00'

75.00' R.O.W.

CLROW ROW

2.00' CURB

AND GUTTER

2.0%2.0%

10.5' WIDE DITCH

W/ 1' FLAT BOTTOM

(18" DEEP)

S E

E S

H E

E T

C 5.

N E

M A

C 5.

5.00' BIKE

SHOULDER

5.00' BIKE

SHOULDER

5.00' BIKE

SHOULDER

5.00' BIKE

SHOULDER

100YR DEPTH = 1.40'

Q100 = 25.26 CFS

LANE

EDGE

STRIPING

LANE

EDGE

STRIPING

LANE

EDGE

STRIPING

LANE

EDGE

STRIPING

6" HMA

6" ABC

6" HMA

6" ABC

SECTION A-A

STATION 10+00 - 12+87.67

McCAIN ACCESS ROAD

N.T.S.

STRUCTURAL FILL

WHERE APPLICABLE

(VARIABLE DEPTH)

STRUCTURAL FILL

WHERE APPLICABLE

(VARIABLE DEPTH)

19+00

20+00

21+00

22+00 23+00

+00

25+00

26+00 27+00

N09°41'45"E 583.02'

N46 °0

8'1 8"W

.88

McCAIN ROAD

93239324

189319

93059306

93079308

(9307)

(9310)

(9315)

(9311)(9312)(9313)(9314)

(9316)

(9317)(9317)

(9317)

(9319)(9

(9323)

(9324)

(9310)

(9311)

(9320)

(9325)

(9321)

(9322)(9322)(9322)

(9323)

(9324)

5) (9

(9317)

(9318)

STREET LIGHT

(RE: OVERALL UTILITY PLAN C8.0)

STA: 22+11.14

EL: 9317.64

9317.16

9317.32

9310.76

9310.59

STA: 24+13.05

EL: 9311.08

STA: 24+46.93

EL: 9310.17

STA: 26+16.80

EL: 9307.09

9309.92

9309.85

9306.87

9306.77

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50

-3.38%

PVI STA: 22+00.00

PVI EL: 9318.10

A.D: -1.38% K: 65.38

LVC: 90.00

P V

C : 2

E L:

P V

E L:

PVI STA: 25+00.00

PVI EL: 9307.97

A.D: 2.58% K: 116.30

LVC: 300.00

P V

C : 2

E L:

P V

E L:

M A

E S

E E

S H

E E

T C

M A

E S

E E

S H

E E

T C

PROPOSED GRADE

AT CENTERLINE

EXISTING GRADE

AT CENTERLINE

SCALE

HORIZ: 1"=30'

VERT: 1"=5'

McCAIN ACCESS ROAD

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

FIC

F W

B A

B E

O N

R W

T W

ITH

L T

L B E

FIE

. A

B E

T T

TIC

O F A

FOR AND ON BEHALF

OF WARE MALCOMB

SHEET

PA / PM:

JOB NO.:

DESIGNED:

R E

M A

R K

S D

N O

DATE:

PLOT DATE:

su ite so ut h br oa dw ay de nv er , c o p

w ar em al co m b.

co m

C I

I N

E E

R V

E Y

I N

03/08/24

M cC

A C

E S

S R

E C

K E

N R

E , C

DCS21-4113

D.ALLEN

I.CRAWFORD

6/22/2023

/1 8/

A S

R E

P E

R M

U C

E P

E R

A S

R E

P E

R M

U C

E P

E R

A L

A S

R E

P E

R M

N O

R C

O N

U C

SCALE: 1" =

15 30 60

30' WARE MALCOMB assumes no responsibility for utility locations.

M A

C 5.

WM NOTES: ROADWAY

1. ALL WALKWAYS TO BE SLOPED 2.0% TOWARDS

ROADWAY UNLESS OTHERWISE NOTED.

2. SEE GEOTECH REPORT FOR PAVEMENT SECTION.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF

ANY DISCREPANCIES WITH THE PROPOSED ELEVATIONS

SHOWN ON THE GRADING PLAN. THE ENGINEER WILL

NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH

CHANGES TO THE DESIGN WITHOUT PROPER

NOTIFICATION.

LEGEND:

EXISTING RIGHT-OF-WAY

PROPOSED SAWCUT LINE

EXISTING STORM INLET

EXISTING EASEMENT

PROPOSED STORM LINE

PROPOSED STORM INLET

PROPERTY LINE

EXISTING STORM LINE

PROPOSED 5' CONTOUR

PROPOSED 1' CONTOUR

EXISTING 5' CONTOUR

EXISTING 1' CONTOUR

SD PROPOSED STORM MANHOLE

M A

E S

E E

S H

E E

T C

W :\D

C S

\2 1\

\0 0\

C iv il\ C

A D

\S he et s\

C D

\D C

-4

3_ C

4_ R oa dw ay P la n an d

P ro fil es

A W

C5.1

KEY MAP

N.T.S.

McCAIN ACCESS ROAD

ROAD A

ROAD B

PROPOSED SWALE

5031.62

(5031.62) 1.1%

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED FLOW ARROW

PROPOSED SIDEWALK

MATCH EXISTINGME

LOW POINTLP

HIGH POINTHP

PROPOSED STREET LIGHT

34.00'

18.00'

75.00' R.O.W.

CLROW ROW

SECTION B-B

STATION 12+87.67 - 27+95.73

McCAIN ACCESS ROAD N.T.S.

2.00' CURB

AND GUTTER 2.0%2.0%

5.00' BIKE

SHOULDER

5.00' BIKE

SHOULDER

3:1 3:1

10.5' WIDE DITCH

W/ 1' FLAT BOTTOM

(18" DEEP)

100YR DEPTH = 1.40'

Q100 = 25.26 CFS

6" HMA

6" ABC

LANE

EDGE

STRIPING

LANE

EDGE

STRIPING

STRUCTURAL FILL

27+00 28+00

29+00

30+00

31+00

32+00

33+00

34+00

35+00

N03°31'08"E 231.49'

°5 1'

N30°18'00"W 126.73'

150.00' SETBACK

FROM HIGHWAY 9

McCAIN ROAD

9306 93

00 92

92979297

(9298) (9298)

(9299)(9299)

(9305)

(93

(9305) (9305)

(9301)

(9302)(93

(93

) (9303)(9303)

4) (9

4)(9304)

(9304)

(9304)(9

(9304)

(9306)(9306)

(9306)

(9307)

(9307)(9307)

(93

(9307) (9307)

(9307)(9307)

0)(9310)

(9310)(9310)

(93

)(9

(93

)(9308)

(93

9) (93

(9311)(9

1) (9

1)(9311) (9

(9300)

(9301) (9301) (9301)

(9301)

(9310)

(9310)(9310)

(9309)

(9310)

(9306)(9307)

(9308)

9) (9

9)(9309)(9

(9309)

(9309) (9

(9309)(9309)

(9309)

(9311) (9311)

(9311)(9312)(9

2)(9312)

(9311)

2)(9312)(9312)(9312) (9312)(9312)(9312)

(9313)

(9314)

TRACT B

THE MCCAIN SUBDIVISION

REC. NO. 1200093

STREET LIGHT

(RE: OVERALL UTILITY PLAN C8.0)

STA: 30+41.06

EL: 9303.66

STA: 28+48.29

EL: 9305.20

18" HDPE CULVERT

9304.88

9304.71

STA: 29+98.77

EL: 9304.00

STA: 32+70.19

EL: 9301.83

STA: 33+96.92

EL: 9300.72

STA: 34+54.03

EL: 9299.88

9301.35

9303.34

9303.68

9305.24 9305.44

26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

-0.80%

PVI STA: 35+00.00

PVI EL: 9300.00

A.D: -2.70% K: 111.00

LVC: 300.00

P V

C : 3

E…

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