90% Drawings.pdf

BROKEN LANCE DR

SKI HILL RD

WHITE CLOUD DR

VICTORY LN

BOREAS PASS RD

BROKEN LANCE DR

RED FEATHER RD

TOMAHAWK LN

S MAIN ST/HWY 9

COLORADO CT

VICTORY LN

PROJECT LOCATION

PROJECT LOCATION

WHITE CLOUD DR

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PROJECT VICINITY MAP

ACCEPTED:

Project Engineer:

Comments:

Contractor:

PROJECT STARTED:

Contract Information

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Project No./Code 60694982_Vict-WhiteCld_TS.dgn

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way,Suite 200

AECOM

PW-202159735-01

OC202056565

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

PROJECT LOCATION MAP

5280'0' 2640' 10560'

DRAWINGS FOR

PREPARED FOR TOWN OF BRECKENRIDGE ENGINEERING

PREPARED BY AECOM

FINAL DESIGN

BALD MTN

SKI RESORT

BRECKENRIDGE

UTILITY CONTACT INFORMATION

OCTOBER 18, 2024

TOWN CONTACT INFORMATION

BROKEN LANCE DRIVE IMPROVEMENTS

STEPHANIE.MORALES@LUMEN.COM

BOB.RAMSEY@LUMEN.COM

970.481.4313 303.949.2187

MANAGER REGION OPERATIONS

KARI ROZSA

ROB MCLEOD

STEPHANIE MORALES

BOB RAMSEY

CONTACT:

SILVERTHORNE, CO 80498

591 CENTER CIRCLE

P.O. BOX 739

LUMEN (CENTURY LINK)

970-453-3378

BRECKENRIDGE, CO 80424

PO BOX 168, 1095 AIRPORT ROAD

MANAGER)

LAURA LYNCH (WATER DIVISION

TOWN OF BRECKENRIDGE

970-453-2723

BRECKENRIDGE, CO 80424

PO BOX 1216, 1605 AIRPORT ROAD

ANDREW CARLBERG (MANAGER)

DISTRICT

UPPER BLUE SANITATION

PATRICK_DAVIS2@CABLE.COMCAST.COM

303-325-1185

(NETWORK PROJECT MANAGER)

PATRICK DAVIS

CHAD_SLAGLE@COMCAST.COM

970-657-6597

(CONSTRUCTION SUPERVISOR)

CHAD SLAGLE

COMCAST (XFINITY)

NATALIE.M.DONOVAN-FLORES@XCELENERGY.COM

719-838-0486

OPERATIONS)

NATALIE DONOVAN FLORES (GAS

MARK.A.PLAUTZ@XCELENERGY.COM

970-389-1396

RESPONSE)

MARK A. PLAUTZ (GAS EMERGENCY

JOHN.W.SURETTE@XCELENERGY.COM

303.570.5459

JOHN SURETTE (HP GAS MANAGER)

CONTACTS: (HP GAS)

CHRISTINE.M.BRITTON@XCELENERGY.COM

970-409-9572

(STREETLIGHTS)

CHRISTINE BRITTON

AMY.LAGACE@XCELENERGY.COM

970-262-4033

AMY LAGACE (DESIGNER)

ELIZABETH.MCGARY@XCELENERGY.COM

970-485-0943

BLAIR MCGARY (AREA MANAGER)

CONTACTS: (ELECTRIC)

SILVERTHORNE, CO 80434-1819

200 WEST 6TH STREET

P.O. BOX 1819

XCEL ENERGY

KENDRAH@TOWNOFBRECKENRIDGE.COMP: 970-453-3164 E:

BRECKENRIDGE, CO 80424

1095 AIRPORT RD PO BOX 168

TOWN OF BRECKENRIDGE PUBLIC WORKS

KENDRA HANE, PE

TOWN OF BRECKENRIDGE ENGINEER AND PROJECT MANAGER

NOT FOR CONSTRUCTION - FOR BIDDING PURPOSES ONLY

LEGEND ABBREVIATIONS

LEGEND AND ABBREVIATIONSN/A

GENERAL

S

EXISTING STREET SIGN

EXISTING DECIDUOUS TREE W/TRUNK

EXISTING CONIFEROUS TREE W/TRUNK

EXISTING WATER VAULT MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING BORE HOLE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING COMMUNICATION PEDESTAL

EXISTING BOULDER

EXISTING PLASTIC CAP

EXISTING ALUMINUM CAP

EXISTING CONTROL POINT

EXISTING VEGETATION

EXISTING PROPERTY LINE

EXISTING ROW

EXISTING WATER

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY

EXISTING GAS

EXISTING CULVERT

EXISTING COMMUNICATION

PROPOSED FIRE HYDRANT

PROPOSED GATE VALVE

W

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PROPOSED SEEPAGE DIVERSION TRENCH WITH PERFORATED PIPE

PROPOSED WATERLINE

PROPOSED DRAINAGE PIPE

PROPOSED DITCH

PROPOSED TOP OF CUT

PROPOSED TOE OF FILL

PROPOSED MANHOLE

PROPOSED INLET

G4G1

Numbers

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Unit Information

60694982_Vict-WhiteCld_LD&ABBR.dgn

Unit Leader Initials

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FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

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OF

IMPROVEMENTS

BROKEN LANCE DRIVE

GENERAL NOTESN/A

GENERAL

GENERAL NOTESGENERAL NOTES REMOVAL NOTES

SHALL BE MADE FOR LOADING, HAULING, UNLOADING, OR PLACING SALVAGED MATERIALS.

BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE TOWN ENGINEER. NO SEPARATE PAYMENT

THE CONTRACTOR TO THE TOWN YARD. ANY MATERIAL DESIGNATED FOR SALVAGE THAT IS DAMAGED AFTER REMOVAL SHALL

SIGNS AND/OR SIGNAL EQUIPMENT DESIGNATED AS REMOVAL ITEMS SHALL BE CAREFULLY REMOVED AND DELIVERED BY 3.

IMPACTED BY CONSTRUCTION AND NOT DESIGNATED TO BE REMOVED.

THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ANY UTILITIES, LANDSCAPING, SIGNS, ETC. THAT ARE 2.

FROM THE SITE AND DISPOSED OF PROPERLY.

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

EARTHWORK NOTES

ADDITIONAL COST TO THE PROJECT UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.

THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE NEED FOR TEMPORARY SHORING INCLUDING DESIGN AT NO 5.

APPLICABLE PROJECT AND STANDARD SPECIAL PROVISIONS.

COMPACTION FOR THIS PROJECT SHALL BE PER SECTION 203 OF THE CDOT STANDARD SPECIFICATIONS AND ANY AND ALL 4.

OTHERWISE NOTED ON THE PLANS.

DEPTH OF MOISTURE - DENSITY CONTROL FOR THIS PROJECT SHALL BE FULL DEPTH OF ALL EMBANKMENTS UNLESS 3.

APPROVED BY THE TOWN AND WILL NOT BE PAID FOR SEPARATELY.

WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE ORDERED BY THE ENGINEER AND 2.

INSTALLED ACCORDING TO THE STORMWATER MANAGEMENT PLANS.

PRIOR TO ANY GROUND DISTURBANCE OR CONSTRUCTION ACTIVITIES, BEST MANAGEMENT PRACTICES (BMPS) SHALL BE 1.

CONCRETE AND ASPHALT NOTES

DRAINAGE NOTES

N/A

ALL CONCRETE ON THIS PROJECT SHALL USE COMPRESSIVE STRENGTH ACCEPTANCE CRITERIA.10.

601.04.

ALL CONCRETE USED ON THIS PROJECT SHALL INCORPORATE CLASS 2 SULFATE RESISTANCE CRITERIA OF CDOT SECTION 9.

R OTHER USES SHALL HAVE MINIMUM AIR ENTRAINMENT CONTENT OF 4.5% (5.0% PREFERRED).

CONCRETE FOR SIDEWALKS AND CURB RAMPS SHALL BE CLASS B. ANY USE OF CDOT CLASS B CONCRETE FOR PAVEMENT O8.

AVAILABLE ON THE TOWN ENGINEERING WEBSITE.

REQUIREMENTS APPROVED BY THE TOWN. ASPHALT PATCHING SHALL FOLLOW TOWN STANDARD DRAWING 6, WHICH ARE

WHICHEVER IS GREATER, AND APPROVED BY THE TOWN ENGINEER. HMA FOR PATCHING SHALL CONFORM TO THE GRADATION

HMA (PATCHING)(ASPHALT) SHALL BE 4" THICK OR MATCH THE DEPTH OF THE SURROUNDING EXISTING PAVEMENT, 7.

(EOP).

UNLESS OTHERWISE NOTED, ALL NORTHINGS AND EASTINGS, DIMENSIONS, AND ELEVATIONS ARE TO THE EDGE OF PAVEMENT 6.

AGGREGATE BASE COURSE (ABC) @ 133 LB./CF

HOT MIX ASPHALT (HMA) @ 110 LBS./SY./IN.

DILUTED EMULSIFIED ASPHALT @ 0.1 GAL./SY

FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED:5.

FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.

POWER BROOM VACUUM SYSTEM OR OTHER METHOD AS APPROVED BY THE TOWN ENGINEER. CLEANING WILL NOT BE PAID

BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE EXISTING PAVEMENT SURFACE USING A 4.

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

EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER. TACK COAT

A TACK COAT OF EMULSIFIED ASPHALT SHALL BE PLACED BETWEEN LIFTS OF HOT MIX ASPHALT (HMA). DILUTED 3.

WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED.

ANY LAYER OF ASPHALT PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THERON SHALL BE COMPLETED FULL 2.

NEAREST JOINT.

THE COST OF THE WORK. REMOVAL LIMITS FOR CONCRETE PAVEMENT, SIDEWALK, AND CURB & GUTTER SHALL BE TO THE

VERTICAL LINE BY FULL DEPTH SAWING. SAW CUTTING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN

WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE SAWCUT TO A NEAT 1.

AL

CC

SANITARY FACILITY 1 LS

CLEARING AND GRUBBING 1 LS

MOBILIZATION 1 LS

IT IS ESTIMATED THAT THE FOLLOWING ITEMS WILL BE REQUIRED:22.

IMPROVEMENTS ARE FULLY COMPLETED AND ACCEPTED BY THE TOWN.

PROTECTION AND REPLACEMENT OF STREET IMPROVEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THESE 21.

THE WORK UNDER CONTRACT.

REPAIR OR REPLACE SUCH PROPERTY TO THE SATISFACTION OF THE TOWN BEFORE FINAL PAYMENT WILL BE ISSUED FOR

IF ANY CONSTRUCTION OPERATIONS DAMAGE ANY PROPERTY, PUBLIC OR PRIVATE, THE CONTRACTOR SHALL PROMPTLY 20.

NECESSARY. THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL IN THE CLEAR ZONE OF THE TRAVELLED WAY.

THE TCP MUST INCLUDE PROTECTIVE MEASURES FOR WHERE MATERIALS AND EQUIPMENT MAY BE STORED IN THE ROW IF

THE CONTRACTOR SHALL REMOVE MATERIALS AND EQUIPMENT FROM THE ROADWAY AT THE CLOSE OF DAILY OPERATIONS. 19.

THE DURATION OF CONSTRUCTION IN CONFORMANCE WITH THE TCP.

THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY THROUGHOUT 18.

ACCORDANCE WITH THE MUTCD, AND OTHER APPLICABLE STANDARDS.

THE CONTRACTOR SHALL MAINTAIN PAVEMENT MARKINGS ON THE ROADWAYS DURING ALL PHASES OF CONSTRUCTION IN 17.

TCP AND APPROVED BY THE ENGINEER.

ALL ACCESSES TO BUSINESSES AND DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES UNLESS OTHERWISE NOTED IN THE 16.

CONSTRUCTION ACTIVITIES.

TRAFFIC CONTROL DEVICES (MUTCD) TO SUBMIT FOR APPROVAL BY THE TOWN ENGINEER PRIOR TO COMMENCING

THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN (TCP) IN ACCORDANCE WITH THE MANUAL ON UNIFORM 15.

DESIGNATED IN THE PLANS "TO BE RELOCATED BY OTHERS."

THE CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY OWNERS TO FACILITATE THE RELOCATION OF UTILITIES 14.

CALLS.

SERVICE. NOTICE MUST BEAR ALL APPROPRIATE CONTACT INFORMATION, AND AN EMERGENCY NUMBER FOR AFTER HOUR

THE CONTRACTOR SHALL NOTIFY THE TOWN AND ALL BUSINESSES AND RESIDENTS PRIOR TO THE INTERUPTION IN UTILITY 13.

IN ADVANCE OF ANY EXCAVATION OR GRADING.

THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 AT LEAST 3 BUSINESS DAYS 12.

WHICH ARE DESIGNATED TO REMAIN AND MAY BE ENCOUNTERED DURING CONSTRUCTION.

THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL RANGE POINTS, TIE, BENCHMARKS, OR OTHER SURVEY CONTROL POINTS 11.

APPROVED BY THE ENGINEER.

THE CONTRACTOR SHALL HAVE NO ACCESS OUTSIDE OF THE RIGHT-OF-WAY (ROW) EXCEPT AS NOTED IN THE PLANS OR 10.

MANAGER IMMEDIATELY.

NOT IDENTIFIED ON THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK AND CONTACT THE PROJECT

IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS 9.

STANDARDS AND SPECIFICATIONS, AND COPIES OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.

THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES: ONE COPY OF THE APPROVED PLANS, ONE COPY OF THE APPROPRIATE 8.

NOTIFICATION AND INSPECTION REQUIREMENTS.

REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO

CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING, AND SCHEDULING ALL INSPECTIONS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PROJECT PERMITS ASSOCIATED WITH CONSTRUCTION. THE 7.

CONTROL, AND SECURITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, TRAFFIC 6.

ADVERSE WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME.

OR UNLESS OTHERWISE SPECIFIED. WORK HOURS MAY BE RESTRICTED AT THE DISCRETION OF THE ENGINEER DUE TO

NO WORK SHALL BE PERMITTED ON WEEKENDS, HOLIDAYS OR DURING A TOWN MORITORIUM WITHOUT PRIOR AUTHORIZATION 5.

OTHERWISE NOTED OR APPROVED BY THE ENGINEER.

ALL WORK SHALL BE COMPLETE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THESE PLANS UNLESS 4.

THE TOWN ENGINEER SHALL BE NOTIFIED 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.3.

ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION AND APPROVED BY THE TOWN ENGINEER.2.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, PROJECT SPECIAL PROVISIONS, AND THESE DRAWINGS.

CONSTRUCTION SPECIFICATIONS (REVISED JUNE 2023), THE 2023 COLORADO DEPARTMENT OF TRANSPORTATION (CDOT)

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF BRECKENRIDGE ENGINEERING DESIGN STANDARDS AND 1.

G2 G4

PIPE STATIONING ARE TAKEN AT CENTER END OF PIPE.

MANHOLE/INLET STRUCTURE STATIONING AND RIM ELEVATIONS ARE TAKEN AT CENTER OF STRUCTURE. END SECTION AND 3.

PRIOR TO MANUFACTURING PRECAST DRAINAGE STRUCTURES.

THE CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE LOCATIONS AND THE FIT AND FUNCTION AT STRUCTURE LOCATIONS 2.

UTILITY LOCATIONS ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION.1.

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Detailer:

Designer:

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Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:

Unit Information

60694982_Vict-WhiteCld_GN-01.dgn

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File Name:

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FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

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IMPROVEMENTS

UTILITIES

GENERAL NOTES

GENERAL

WATER AND SANITARY SEWER FACILITIES

AL

CC

G3 G4

UTILITY TO PROVIDE CLEARANCE. ALL ALIGNMENT MODIFICATIONS NEED APPROVAL FROM THE TOWN.

UTILITIES. CONTRACTOR TO FIELD VERIFY THE EXISTING UTILITIES AND IF THERE IS A CONFLICT, MOVE THE PROPOSED

ALL NEW WATERLINE HORIZONTAL AND VERTICAL ALIGNMENTS ARE BASED ON APPROXIMATE LOCATION OF THE EXISTING 7.

THESE PLANS.

REFERENCE POINTS AND SURVEYED UTILITY LOCATES BASED ON THE ENGINEERS COORDINATE SYSTEM AS DEPICTED IN

THE CONTRACTOR SHALL HAVE ON SITE APPLICABLE AS BUILTS TO ALL UTILITY STUB LOCATIONS WITH TIES TO EXISTING 6.

BE INCLUDED IN THE COST OF THE UTILITY WORK.

PULL STRINGS SHALL BE INSTALLED IN ALL CONDUITS. THIS INSTALLATION WILL NOT BE PAID FOR SEPARATELY, BUT SHALL 5.

OTHER UTILITIES: WHITE

WATER SERVICES: BLUE

SEWER UTILITIES: GREEN

4" POST MARKING 4' ABOVE PROPOSED GRADE. POSTS FOR STAKING SHALL BE MARKED WITH THE FOLLOWING COLORS:

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT UTILITIES WITHIN THE PROJECT AREA ARE STAKED WITH A 4" X 4.

EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR.

AND ITS ENGINEERS HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE TOWN 3.

SHALL FALL ON THE CONTRACTOR AND SHALL BE COMPLETED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

CONTRACTOR. THE COST ASSOCIATED WITH FIELD VERIFICATION FOR HORIZONTAL LOCATION AND DEPTHS OF UTILITIES

PLOTTED FROM THE BEST AVAILABLE INFORMATION. ALL UTILITIES MUST BY LOCATED AND FIELD VERIFIED BY THE

THE TOWN ASSUMES NO RESPONSIBILITIES FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS ARE 2.

POLICIES, AND/OR PROCEDURES DURING EXCAVATION.

RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, FROM THE MOST RECENT DATA AVAILABLE. RELIANCE UPON THIS DATA FOR THE PURPOSE OF BIDDING ESTIMATES DOES NOT

DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." UTILITIES NOT LABELLED WITH A "QUALITY LEVEL" ARE DEPICTED

IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS DOCUMENT ASCE 38, "STANDARD GUIDELINE FOR THE COLLECTION AND

UTILITIES SHOWN ON THESE PLANS ARE DEPICTED IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVEL" AS DEFINED 1.

THE CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL WATERLINE SERVICE CONNECTIONS.8.

WATERLINE IN BOTH DIRECTIONS.

TO PROPOSED WATERLINE INSULATION. FLOW FILL AREA TO EXTEND TWO(2) FEET FROM CENTERLINE OF PROPOSED

FLOW FILL TO BE TRAPEZOIDAL SHAPE WITH TOP WIDTH OF CROSSING PIPE DIAMETER AND 1:1 SIDE SLOPES EXTENDING 7.

POSSIBLE FROM THE NON-POTABLE PIPE CROSSING.

AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR AS 6.

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL MAINTAIN AND ENSURE THE ACCESSIBILITY OF ALL SEWER MANHOLES FOR THE DURATION OF 5.

TOWN PRIOR TO ANY CONSTRUCTION ACTIVITES.

CONSTRUCTION ACTIVITIES. COPIES OF ALL APPROVED PERMITS REQUIRED FOR CONSTRUCTION MUST BE SUBMITTED TO THE

OCCUPANCY INCLUDING PERMITS RELATED TO APPROVED PROJECT TCP'S THAT MAY BE REQUIRED TO COMPLETE

RESPONSIBLE FOR APPLYING FOR AND OBTAINING APPROVAL OF ANY PERMITS NEEDED FOR STREET CUTS AND/OR STREET

PERMITS INCLUDING BUT NOT LIMITED TO, STATE, LOCAL, OR FLOODPLAIN PERMIT. THE CONTRACTOR SHALL ALSO BE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING APPROVAL FOR ANY STORMWATER DISCHARGE 4.

DRAINLAYER IS ON SITE FOR THE DURATION OF THE WORK.

APPURTENANCE IS COMPLETED BY A PROPERLY LICENSED CONTRACTOR AND SHALL ENSURE THAT A LICENSED PLUMBER OR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT WORK PERFORMED ON ANY WASTEWATER FACILITY OR 3.

IN ADVANCE OF ANY CONSTRUCTION ACTIVITY ON OR ABUTTING SANITARY SEWER LINES.

CONSTRUCTION INVOLVING OR ABUTTING WASTEWATER COLLECTION SYSTEMS. THE DISTRICT SHALL BE NOTIFIED 24 HOURS

THE UPPER BLUE SANITATION DISTRICT DESIGN AND CONSTRUCTION SPECIFICATIONS SHALL BE FOLLOWED FOR 2.

UTILITIES.

THE PROJECT SPECIFICATIONS ACCOMPANYING THESE PLANS FOR ANY CONSTRUCTION INVOLVING WATERLINES AND

THE CONTRACTOR SHALL COMPLY WITH ALL TOWN WATERLINE DESIGN AND CONSTRUCTION SPECIFICATIONS AS WELL AS 1.

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No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:20

Unit Information

60694982_Vict-WhiteCld_GN-02.dgn

Unit Leader Initials

File Name:

H a n b a

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FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

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CONSTRUCTED BY OTHERS)

BLD/BLD INTERSECTION (PREVIOUSLY

SHEET R6 FOR TIE-IN TO EXISTING

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No Revisions:

Revised:

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Detailer:

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Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/22/2024Print Date:

Horiz. Scale:1:200

Unit Information

60694982_Vict-WhiteCld_KEYMAP.dgn

Unit Leader Initials

File Name:

H a n b a

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FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

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OF

IMPROVEMENTS

BROKEN LANCE DRIVE

F e n c e

BLUE R

IVER

BLUE R

IVER

M A

T C

H L I N

S T

A

M A

T C

H L I

A

M A

T C

H L I N

E

S

T A

M

ATC

HLI

NE

STA

+0

KEYMAP

AL

AL

G4 G4GENERAL

200'0' 100' 400'

M A T C

H

LI

N E

S T

A

+0

+0

+0

+0

+0

0 2 1+

1+

B R

O K

N

W

HI

TE

CLOUD

DRI

V E

T O

M A

H A

K

R

F

A T

H

RI

VERBLUE

SAN

WM

C

UGE UGE

UGE

W

W

W W

UGE

UGE

C

C

C

C

C

C

C

C C

C

C

C

C

X

X

G

AS

GAS

GAS

U G

E

UGE

UGE

UGE

UGE

UGE

MP

S

S

S

S

S

S

W

WV

4"

2"

12"

12"

12"

12"

24"

12"

6"

6"

12"

12"

12"

6"

8"

8"

3"

SAN

SAN

SA

N

SA

N

SA

N

SAN

SAN

C C

C C

C C

C C

C

C

C

C

C

C

C

GAS

GAS

GAS

GAS

GAS

W W

W W

W W

UGE

UG

E

UGE

UGE

UGE

UG

E

UGE

UGE

EM

S

S

E

E

No. 6 Rebar (Disturbed)

PLS 9939

36"

1" Pin & Cap

PLS 10847

SAN

SAN

SAN

SAN

SAN

SAN

36"

GAS

GAS GAS

W

W

W

W

TH-22-01

TH-22-02

TH-22-03

TH-22-04

TH-22-05

TH-22-06

TH-22-07

TH-22-08

BOREHOLE: TH-22-03

BOREHOLE: TH-22-01 BOREHOLE: TH-22-07

BOREHOLE: TH-22-06

BOREHOLE: TH-22-04

BOREHOLE: TH-22-02 BOREHOLE: TH-22-05 BOREHOLE: TH-22-08

PLAN

SCALE: 1" = 100'

0 100 200'

1" = 100'

BR

O

KEN

LAN

C E D

R

VICTORY LN.

BLU

E R

IVER

BL

AC

KW

OO

D, C

OL

IN, 1

0/1 7/2

4 2

:58 P

M

DR

AW

IN

G

PA

TH

:z:

\de nv er -u sd en

\D

CS

\P ro jec ts\ W

TR

\60

_il

_g ulc h\9

_c ad

_g is\

0_

CA

D\

-S

HE

ET

S\ Br ok en

La nc eD S\ s-G -G

EO

TE

CH

_1

.dw g

- 1

GA

W

W

W

W

UGE

UGE

UG

E

UGE

UGE

C C

C

C

C

C

C

C

C

C

C

C C

C

C

C

CC C

C

C C

C

C

C

C

C

C

C

X

X

X

G

AS

G

AS

GAS

GAS

GAS

GAS

GAS

U G

E

UG

E

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

U G

E

MP

S

S

S

W

12"

12"

12"

12"

24"

12"

6"

12"

12"

6"

8"

8"

3"

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

W

GAS

GAS

SA

N

W

W

W

W

W

W

W

W

W

W

B-3

B-4

BOREHOLE: B-3 BOREHOLE: B-4

PLAN

SCALE: 1" = 50'

0 100 200'

1" = 100'

BROKEN LANCE DR.

BLU

E R

IVER

BOREHOLE: B-4 (CONTINUED)

BL

AC

KW

OO

D, C

OL

IN, 1

0/1 7/2

4 2

:58 P

M

DR

AW

IN

G

PA

TH

:z:

\de nv er -u sd en

\D

CS

\P ro jec ts\ W

TR

\60

_il

_g ulc h\9

_c ad

_g is\

0_

CA

D\

-S

HE

ET

S\ Br ok en

La nc eD S\ s-G -G

EO

TE

CH

_2

.dw g

- 2

BOREHOLE: B-3 (CONTINUED)

NOTE:

1. FOR ADDITIONAL GEOTECH INFORMATION, PLEASE REFERENCE

APPENDIX A OF THE SPECIFICATION

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:100

Unit Information

60694982_Vict-WhiteCld_ProjCTRL-01.dgn

Unit Leader Initials

File Name:

H a n b a

:5

:1 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

P r o j C

T R

L .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

F. SUMMIT COUNTY GIS

E. WARRIOR'S PRESERVE, RECEPTION NUMBER 696995

D. WARRIOR'S MARK TOWNHOUSES, RECEPTION NUMBER 111625

C. WARRIOR'S MARK FILING NO. ONE, RECEPTION NUMBER 111623

B. TRAPPEUR VILLAS CONDOMINIUMS, RECEPTION NUMBER 202171

A. SPRUCE ISLAND CONDOMINIUMS, RECEPTION NUMBER 194154

ACCURATE OR COMPLETE:

DETERMINE WHETHER THE RECORD PLAT INFORMATION IS CURRENT OR CORRECT WAS DONE. THIS IS NOT A BOUNDARY SURVEY AND PARCEL LINES MAY NOT BE

PARCEL LINES, AS SHOWN HEREON, ARE FROM THE FOLLOWING RECORD PLATS AND BEST FIT TO FOUND MONUMENTATION. NO RESEARCH BY THIS SURVEYOR TO 7.

CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S.

ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A 6.

THE CERTIFICATION SHOWN HEREON.

DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF

ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST 5.

VICTORY LANE.

THIS SURVEY WAS CONDUCTED DURING THE MONTH OF SEPTEMBER 2020 FOR THE BLUE RIVER CULVERTS AND MAY 2022 FOR BROKEN LANCE DR TO AND INCLUDING 4.

NOT BE ACCURATE OR COMPLETE. ALL UTILITIES ARE TO BE FIELD LOCATED AND VERIFIED BY THE CONTRACTOR.

UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON BEST PHYSICAL EVIDENCE AS FOUND IN THE FIELD, MARKINGS BY OTHERS AND UTILITY MAPS AND MAY 3.

C. RIGHTS OF WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS TRACT OF LAND.

B. COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJACENT TRACTS OF LAND.

A. OWNERSHIP OF THE TRACT OF LAND.

BY THIS SURVEYOR OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE:

THIS PLAN WAS PREPARED FOR THE PURPOSE OF A TOPOGRAPHIC SURVEY AND IS NOT A BOUNDARY SURVEY. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH 2.

DIMENSIONS SHOWN HEREON ARE BASED ON COORDINATES FROM THE COLORADO COORDINATE SYSTEM OF 1983 CENTRAL ZONE (C.R.S. 38-52-102), U.S. SURVEY FEET.

PROJECT BENCHMARK IS NGS DISK FERRIS (PID AH5680) WITH AN NGS OPUS SOLUTION ELEVATION OF 9741.10' (NAVD 88). ALL DIRECTIONS, DISTANCES AND 1.

SURVEY CONTROL NOTES

SURVEY

SURVEY CONTROL NOTES

SC1 SC3 8

O

EM EM

D

S

S

S

S

S

S

S

S

S

S

E

W V

W V

W V

W V

W V W

V W

V

W V

W V

W V

W V

W V

S

W V

S

Z:9722.7'

E:2845763.23

N:1595901.12

60D Nail

CP KR86971

Z:9727.7'

E:2845833.90

N:1595671.87

60D Nail

CP KR86972R

R O

W

' R

O W

' R

O W

HCL BROKEN LANCE DRIVE

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:100

Unit Information

60694982_Vict-WhiteCld_ProjCTRL-02.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

P r o j C

T R

L .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

WHI

TE

CLOUD

DR

RED

FEATHER

RD

ADDIE ROSE SUB

LOT 56A

SUB NO 2 LKA E1/2 OF LOT 54

WARRIOR'S MARK

LOT B

WARRIOR'S MARK

LOT 54

SUB NO 2 A RESUB LOT 55

WARRIOR'S MARK

LOT B

SUB NO 2 A RESUB LOT 55

WARRIOR'S MARK

LOT A

ADDIE ROSE SUB

LOT 56B

SUB NO 2

WARRIOR'S MARK

LOT 48

SUB NO 2 A RESUB LOT 47

WARRIOR'S MARK

LOT B

SUB NO 2 A RESUB LOT 47

WARRIOR'S MARK

TRACT A

SUB NO 2

WARRIOR'S MARK

UNIT B LOT 45

SUB NO 2

WARRIOR'S MARK

LOT 46

SUB NO 2

WARRIOR'S MARK

LOT 24

SUB NO 2

WARRIOR'S MARK

LOT 19

T

OM

AH

AW

K

LN

FOUR BRECKENRIDGE TOWNHOMES

LOT 1

LOT 2

LOT 3

LOT 4

UNITS 1-9

MARK IX CONDO ASSOC

SUB NO 2

WARRIOR'S MARK WEST

LOT 1

PINEMARK TOWNHOMES

LOT 1

PINEMARK TOWNHOMES

LOT 13

PINEMARK TOWNHOMES

LOT 12

WARRIOR'S MARK WEST SUB NO 1

SUMMIT COUNTY BOARD OF COMMISIONERS

NOW COLORADO AT WARRIOR'S MARK CONDOS

100'0' 50' 200'

M A

T C

H L I

N T

R

H

E E

T

SURVEY CONTROL PLAN

SURVEY SC2 SC3

M P

M P

M P

S

S

S

S

S

S

S

S

S

S

S

S

W

W V

W V

E M

S

S

E

E

W M

E

W V

W V W

V

W V

W V

S

S

S

S

S

S

S

S

S

S

Z: 9654.9'

E: 2845486.24

N: 1597167.28

PK NAIL

KR69134

Z: 9655.3'

E: 2845679.34

N: 1597239.28

2" ALUM CAP

CP EP77180

Z: 9668.1'

E: 2845550.33

N: 1596942.15

60D NAIL

CP EP78390

Z: 9678.9'

E: 2845517.35

N: 1596751.12

PLS 37047

PIN AND CAP

Z: 9695.53'

E: 2845603.84

N: 1596508.35

PK NAIL

KR69121

Z: 9703.04'

E: 2845621.13

N: 1596395.99

PK NAIL

KR69122

Z: 9674.1'

E: 2845935.61

N: 1596602.77

2" ALUM CAP

CP TO19829

Z: 9678.3'

E: 2846105.91

N: 1596248.31

2" ALUM CAP

CO TO19830

Z: 9663.3'

E: 2845803.42

N: 1597223.64

1' WITNESS CORNER

PLS 38266

ALUM CAP

PROP CORNER

REC NO 202171

10' PEDESTRIAN EASEMENT

Z: 9659.4'

E: 2845474.47

N: 1597008.99

2" ALUM CAP

CP EP77180

EXISTING ROW (TYP)

LINE (TYP)

EXISTING PROPERTY

' R

O W

' R

O W

HCL BROKEN LANCE DRIVE

REC NO 11625

20' EASEMENT

BLUE R

IVER

BLUE R

IVER

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:100

Unit Information

60694982_Vict-WhiteCld_ProjCTRL-03.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

P r o j C

T R

L .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

BROKEN

LANCE

DRI

VE

V

IC

T O R

Y

L A N E

REC NO 194154

CONDOMINIUMS

SPRUCE ISLAND

US FOREST SERVICE

REC NO 202171

TRAPPEUR VILLAS CONDOMINIUMS

REC NO 111625

MARK TOWNHOMES

TRACT C WARRIOR'S

REC NO 696995

WARRIOR'S PRESERVE

PRIVATE OPEN SPACE

TRACT B

REC NO 696995

WARRIOR'S PRESERVE

LOT 1

REC NO 696995

WARRIOR'S PRESERVE

LOT 2

REC NO 696995

WARRIOR'S PRESERVE

LOT 3

REC NO 696995

WARRIOR'S PRESERVE

LOT 4

REC NO 696995

WARRIOR'S PRESERVE

PRIVATE OPEN SPACE

TRACT A

REC NO 696995

WARRIOR'S PRESERVE

LOT 11

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

TRACT C

SERVICE

US FOREST

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 1

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 2

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 3

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 4

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 5

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 6

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 7

REC NO 111623

FILING NO ONE

WARRIOR'S MARK

LOT 8

REC NO 111625

MARK TOWNHOMES

TRACT A WARRIOR'S

REC NO 111625

MARK TOWNHOMES

TRACT B WARRIOR'S

TOWNHOMES

EAGLE RIDGE

LOT 1

TOWNHOMES

EAGLE RIDGE

LOT 2

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

A M E R

IN

D

T

O W

N H

O M E S

L O T

CONDOMINIUMS

MILL RUN

B L

V

E R

TOWNHOMES

FOUR BRECKENRIDGE

REC NO 112211

FILING NO TWO

WARRIOR'S MARK

LOT 22

REC NO 112211

FILING NO TWO

WARRIOR'S MARK

LOT 23A & 23B

SURVEY CONTROL PLAN

SURVEY SC3 SC3

100'0' 50' 200'

10' 10' 2' 2'2'2'

EXIST GROUND

POSSPOSS PGL & PIVOT POINT

LANCE

BROKEN

1.5'1'1.5'

1.5'1'1'

EXIST GROUND

EXIST GROUND

1.5'1'1.5'

EXIST GROUND

1.5'1'1'

NEXT SHEET (TYP)

TRENCH SECTION DETAIL

SEE SEEPAGE DIVERSION

TYPICAL SECTIONSN/A

LANE LANE SHLDRSHLDR

BROKEN LANCE HCL

2.0% 2.0%

3:1 MAX3:

MAX

3:

13:1

3:

:1

BROKEN LANCE TYPICAL SECTION

STA 10+80 TO STA 26+92

3:

13:1

3:

:1

10.0%

STA 21+88 TO STA 22+16

STA 21+20 TO STA 21+44

10.0%

STA 23+68 TO STA 24+30

STA 22+16 TO STA 23+40

STA 21+44 TO STA 21+88

STA 17+60 TO STA 21+20

STA 26+40 TO STA 26+92

STA 26+25 TO STA 26+30

STA 25+67 TO STA 25+80

STA 26+30 TO STA 26+40

STA 25+80 TO STA 26+25

STA 24+30 TO STA 25+67

STA 23+40 TO STA 23+68

RECONSTRUCTION (SEE SECTION ABOVE)

FULL DEPTH

SHOULDER RECONSTRUCTION (SEE SECTION ABOVE)

FULL DEPTH

(GRADING SX) (75) (PG 58-28)

HOT MIX ASPHALT - 3" LIFT

AGGREGATE BASE COURSE

6" CLASS 6

(GRADING SX) (75) (PG 58-28)

HOT MIX ASPHALT - 3" LIFT

TYPICAL SECTION LEGEND

PGL

POSS

HCL

HMA

PROFILE GRADE LINE & PIVOT POINT

POINT OF SLOPE SELECTION

HORIZONTAL CONTROL LINE

HOT MIX ASPHALT

VERTICAL ALIGNMENT CONTROL POINTS

DITCHES SHALL BE ROUNDED DURING CONSTRUCTION

BREAK POINTS ON SLOPES AND IN BOTTOMS OF

4" TOPSOIL

AL

CC

TYP

FULL DEPTH SHOULDER RECONSTRUCTION

FULL DEPTH RECONSTRUCTION

PAVEMENT SECTION

SEEPAGE DIVERSION TRENCH (SEE DETAIL NEXT SHEET)

T1 T3

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:5

Unit Information

2025_60694982_Vict-WhiteCld_TYP.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

T

Y P .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

10' 10' 2' 2'2'2'

POSSPOSS PGL & PIVOT POINT

LANCE

BROKEN

2'

1.5'1'

EXIST GROUND

EXIST GROUND

1.5'1'

EXIST GROUND

1.5'

POSS

THIS SHEET (TYP)

TRENCH SECTION DETAIL

SEE SEEPAGE DIVERSION

.5

AROUND CIRCUMFERENCE

PERFORATIONS @ 90°

WITH 4 ROWS OF 5/16" DIA

PVC PIPE

8" ß SCHD 40 PERFORATED

AGGREGATE BASE COURSE

CLASS 6

NOTE: V-DITCH (WIDTH=0') FROM 34+62 TO 35+10

.5' TYP

MIN.

1.5'

TYPICAL SECTIONSN/A

LANE LANE SHLDRSHLDR

BROKEN LANCE HCL

2.0% 2.0%

3:1 MAX3:

MAX

3:

3:

BROKEN LANCE TYPICAL SECTION

3:

13:1

3:

:1

10.0%

STA 33+70 TO STA 33+80

STA 33+40 TO STA 33+42

RECONSTRUCTION (SEE SECTION ABOVE)

FULL DEPTH

SHOULDER RECONSTRUCTION (SEE SECTION ABOVE)

FULL DEPTH

(GRADING SX) (75) (PG 58-28)

HOT MIX ASPHALT - 3" LIFT

AGGREGATE BASE COURSE

6" CLASS 6

TYPICAL SECTION LEGEND

PGL

POSS

HCL

HMA

PROFILE GRADE LINE & PIVOT POINT

POINT OF SLOPE SELECTION

HORIZONTAL CONTROL LINE

HOT MIX ASPHALT

VERTICAL ALIGNMENT CONTROL POINTS

DITCHES SHALL BE ROUNDED DURING CONSTRUCTION

BREAK POINTS ON SLOPES AND IN BOTTOMS OF

4" TOPSOIL

SEEPAGE DIVERSION TRENCH (SEE DETAIL)

AL

CC

TYP

FULL DEPTH SHOULDER RECONSTRUCTION

FULL DEPTH RECONSTRUCTION

PAVEMENT SECTION

2.0%

3:

MAX

VARIES

PLACEMENT)

< 1.5% AFTER

STONE (FINES CONTENT

3' ASTM C33 NO. 57

SEEPAGE DIVERSION TRENCH SECTION DETAIL

STA 31+34 TO STA 31+48

3:1

STA 33+42 TO STA 33+70

(GRADING SX) (75) (PG 58-28)

HOT MIX ASPHALT - 3" LIFT

STA 34+08 TO STA 35+60

T2 T3

1.5 :1 M

A X

STA 26+60 TO 28+32

EXISTING SLOPE STEEPNESS

*MUST NOT EXCEED

THE DITCH BOTTOM. SEE DRAINAGE DETAILS FOR CLEANOUT DETAIL.

INSTALLED EVERY 200' AND SHALL EXTEND NO FURTHER THAN 6" ABOVE

NOTE: CLEAN OUTS FOR THE SEEPAGE DIVERSION TRENCH SHALL BE

STA 26+92 TO STA 36+50

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/23/2024Print Date:

Horiz. Scale:1:5

Unit Information

2024_60694982_Vict-WhiteCld_TYP-01.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

T

Y P .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

POSS

PGL & PIVOT POINT

LANCE

BROKEN

12'12'6' 2'-6'

CONCRETE SIDEWALK (6 INCH)

LANE LANE SHLDR

BROKEN LANCE HCL

2.0% 2.0%

3:1 MAX

BROKEN LANCE TYPICAL SECTION

STA 36+50 TO STA 41+95

TYPICAL SECTION LEGEND

PGL

POSS

HCL

HMA

PROFILE GRADE LINE & PIVOT POINT

POINT OF SLOPE SELECTION

HORIZONTAL CONTROL LINE

HOT MIX ASPHALT

VERTICAL ALIGNMENT CONTROL POINTS

DITCHES SHALL BE ROUNDED DURING CONSTRUCTION

BREAK POINTS ON SLOPES AND IN BOTTOMS OF

4" TOPSOIL

3:

MAX

1.5%

(SEE SECTION ON TYPICALS SHEET T1)

RECONSTRUCTION

FULL DEPTH

:1

3:

3:1

STA 37+00 TO STA 38+50 STA 38+36 TO STA 38+90

OR 6 INCH STABILIZED MATERIAL AS DIRECTED BY THE TOWN

6 INCH CLASS 6 AGGREGATE BASE COARSE

6 INCH CURB AND GUTTER TYPE 2 SECTION IIB OVER

STA 41+06 TO STA 41+16

STA 39+67 TO STA 40+27

TYPICAL SECTIONS

AL

AL

TYP T3 T3

SEEPAGE DIVERSION TRENCH (SEE DETAIL PREV. SHEET)

(SEE SECTION ON SHEET T1)

SHOULDER RECONSTRUCTION

FULL DEPTH

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/23/2024Print Date:

Horiz. Scale:1:5

Unit Information

2024_60694982_Vict-WhiteCld_TYP-02.dgn

Unit Leader Initials

File Name:

H a n b a

:5

:4 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

T

Y P .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_TBL.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

T B

L .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

GEO

GEOMETRIC CONTROL

AL

CC

GC1 GC6 14

EM

S

S

S

S

E

W V

W V

W V

W V

W V

W V

C O

S

W V

EXIST EOP

HCL BROKEN LANCE DR

EXIST EOP

EXIST ROW

EXIST ROW

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_Plan01.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

P O

B

.0

.1

.5

P I

.9

50'0' 25' 100'

M A

T C

H L I

A

N/A

R

O K

N

FLINTSTONE LN

C L

O

W H

IT

GEOMETRIC PLAN

GEO

AL

CC

C1

BROKEN LANCE DR STA 10+28.98

BEGIN CONSTRUCTION

GC2 GC6 15

E M

D

S

S

S

SW

V

W V

W V

W V

W V

HCL BROKEN LANCE DR

EXIST ROW

EXIST ROW

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_Plan02.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

0 1

0 1

.2

P T

.8

P I

.8

M A

T C

H L I

A

M A

T C

H L I

A

C O

L O

R A

R E

D

F E

A T

H

BROKEN LANCE DR

T O

M A

H A

W K

N/A GEOMETRIC PLAN

50'0' 25' 100'

GEO

AL

CC

C2

GC3 GC6 16

M E

W V

EXIST EOP

HCL BROKEN LANCE DR

EXIST ROW

EXIST ROW

C3

C4

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_Plan03.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

.8

P T

.1

.4

P I

.7

M A

T C

H L I

A

BROKEN L

ANCE D

GEOMETRIC PLAN

GEO

M A

T C

H L I

A

NL YRO

T

CI

V

AL

GC4 GC6 17

V

S

S

E

EXIST ROW

EXIST EOP

EXIST ROW

HCL BROKEN LANCE DR

EXIST EOP

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_Plan04.dgn

Unit Leader Initials

File Name:

H a n b a

:5

:0 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

P T

.5

P I

.0

BROKEN LANCE DR

50'0' 25' 100'

M A

T C

H L I

A

M A

T C

H L I

A

GEOMETRIC PLAN

AL

AL

GEO

C4

GC5 GC6 18

S

S

S

W

W M

W V

W V

W V

W V

W V

S

S

S

S

S

S

SHCL BROKEN LANCE DR

EXIST EOP

EXIST ROW

C5 C6

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

60694982_Vict-WhiteCld_GEO_Plan05.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

G e n e r a l\

V ic t

W h it e

C ld

G

E O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

B L

V

E R

B L

V

E R

40+00

41+

42+15

PC

+1 8.

P T

.6

.6

PT 3

9+9

6.9

POE 4

2+15

.00

P I

.1

P I

.4

42+00

MATCHLI

NE

STA

+0

50'0' 25' 100'

BROKEN LANCE DR

BROKEN

LANC

E

DR

GEOMETRIC PLAN

AL

AL

GEO

BROKEN LANCE DR STA 42+12.70

END CONSTRUCTION

GC6 GC6 19

S

S

S

S

E

W V

W V

W V

W V

W V

W V

C O

S

W V

EXIST ROW

EXIST ROW

TOP OF CUT (TYP)

EXIST EOP

HCL BROKEN LANCE DR

EXIST EOP

REMOVE EXISTING PIPE REMOVE EXISTING PIPE

REMOVE EXISTING PIPE

REMOVE EXISTING PIPE

RESET WATER VALVE

ADJUST MANHOLE

R O

W

ADJUST MANHOLE

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/22/2024Print Date:

Horiz. Scale:1:50

Unit Information

2025_60694982_Vict-WhiteCld_DEMO_Plan01.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

D

E M

O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

LEGEND

(SEE CALLOUTS FOR ITEM DETAIL)

REMOVAL OF EACH ITEMS

REMOVAL OF GRAVEL

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT MAT

50'0' 25' 100'

M A

T C

H L I

A

R

O K

EN

LAN

C E

D R

FLINTSTONE LN

C L

O

W H

IT

DEMOLITION PLAN

MATCH EXISTING

END RM ASPHALT MAT

STA 11+63.18, 20.08' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 12+22.31, 22.98' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 12+79.42, 21.87' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 13+52.85, 20.24' RT MATCH EXISTING

END RM ASPHALT MAT

STA 15+01.74, 22.98' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 15+63.21, 19.89' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 13+47.65, 25.00' LT

BROKEN LANCE DR STA 10+28.98

BEGIN CONSTRUCTION

DEMO

AL

CC

MATCH EXISTING

END RM ASPHALT MAT

STA 12+40.83, 32.00' LT

DE1 DE5

MATCH EXISTING SAWCUT

BEGIN RM ASPHALT MAT

STA 10+56.07, 24.93' RT

MATCH EXISTING SAWCUT

BEGIN RM ASPHALT MAT

STA 11+68.37, 19.52' RT

E M

D

S

S

S

SW

V

W V

W V

W V

W V

HCL BROKEN LANCE DR

EXIST EOP

EXIST EOP

EXIST ROW

EXIST ROW

REMOVE EXISTING PIPE

RESET WATER VALVE

REMOVE MANHOLE

REMOVE INLET

REMOVE INLET

WATER VALVE

RELOCATE

INLET

REMOVE

ADJUST MANHOLE

ADJUST MANHOLE

MANHOLE

ADJUST

REMOVE EXISTING PIPE

REMOVE EXISTING PIPE

REMOVE EXISTING PIPE

EXISTING PIPE

REMOVE

' R

O W 6

R O

W

' R

O W

' R

O W

PROTECT EXISTING BUS STOP

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/22/2024Print Date:

Horiz. Scale:1:50

Unit Information

2025_60694982_Vict-WhiteCld_DEMO_Plan02.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

D

E M

O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

0 1

0 1

LEGEND

(SEE CALLOUTS FOR ITEM DETAIL)

REMOVAL OF EACH ITEMS

REMOVAL OF GRAVEL

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT MAT

M A

T C

H L I

A

M A

T C

H L I

A

C O

L O

R A

R E

D

F E

A T

H

BROKEN LANCE DR

T O

M A

H A

W K

N/A DEMOLITION PLAN

DEMO

MATCH EXISTING

END RM ASPHALT MAT

STA 17+91.22, 53.01' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 17+38.66, 48.00' LT

MATCH EXISTING

END RM ASPHALT MAT

STA 19+60.03, 17.19' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 21+99.46, 54.84' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 22+96.71, 22.07' RT

50'0' 25' 100'

BEGIN RM CONCRETE

STA 17+20.87, 13.42' LT

END RM CONCRETE

STA 17+54.52, 38.05' LT

AL

DE2 DE5 21

M E

W V

EXIST EOP

EXIST EOP

HCL BROKEN LANCE DR

EXIST ROW

EXIST ROW

PIPE

REMOVE EXISTING

REMOVE INLET

PIPE

REMOVE EXISTING

PIPE

REMOVE EXISTING

' R

O W

R O

W

' R

O W

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/22/2024Print Date:

Horiz. Scale:1:50

Unit Information

2025_60694982_Vict-WhiteCld_DEMO_Plan03.dgn

Unit Leader Initials

File Name:

H a n b a a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

D

E M

O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

LEGEND

(SEE CALLOUTS FOR ITEM DETAIL)

REMOVAL OF EACH ITEMS

REMOVAL OF GRAVEL

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT MAT

M A

T C

H L I

A

BROKEN L

ANCE D

DEMOLITION PLAN

DEMO

NL

Y

O T

C I

V

MATCH EXISTING

END RM ASPHALT MAT

STA 26+20.25, 23.99' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 27+35.96, 50.43' LT

END RM CONCRETE

STA 24+30.04, 19.22' LT

BEGIN RM GRAVEL

STA 28+40.90, 14.90' RT

MATCH EXISTING

END RM ASPHALT MAT

STA 29+20.64, 12.89' RT

AL

CC

MATCH EXISTING

END RM GRAVEL

STA 28+46.35, 26.74' RT

M A

T C

H L I

A

MATCH EXISTING

END RM GRAVEL

STA 28+99.00, 26.82' RT

MATCH EXISTING

BEGIN RM GRAVEL

STA 29+00.43, 23.17' RT

MATCH EXISTING

END RM GRAVEL

STA 29+21.12, 22.09' RT

DE3 DE5 22

V

S

S

E

EXIST ROW

EXIST EOP

EXIST ROW

EXIST EOP

RM EXIST FH ASSEMBLY

RM EXIST FH LATERAL

RM EXIST 6" GV

EXIST ROW

EXIST ROW

LANCE DR

HCL BROKEN

R O

W6

R O

W

ADJUST MANHOLE

ADJUST MANHOLE

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

2024_60694982_Vict-WhiteCld_DEMO_Plan04.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

D

E M

O

P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

LEGEND

(SEE CALLOUTS FOR ITEM DETAIL)

REMOVAL OF EACH ITEMS

REMOVAL OF GRAVEL

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT MAT

BROKEN LANCE DR

50'0' 25' 100'

M A

T C

H L I

A

M A

T C

H L I

A

DEMOLITION PLAN

AL

AL

DEMO DE4 DE5 23

S

S

S

W

W M

W V

W V

W V

W V

W V

S

S

S

S

S

S

SHCL BROKEN LANCE DR

EXIST EOP

EXIST ROW

RM EXIST GV (2)

PROP ROW

PROP TCE

PROP TCE

PROP ROW

PROP TCE

PROP TCE

EXIST ROW

INTERSECTION ONGOING

CONSTRUCTION AND PHASING AT BLD/BLD

COORDINATION WITH THE TOWN FOR LIMITS OF

60'

ROW

60' ROW

(TYP)

REMOVE ROCK

ADJUST MANHOLE

ADJUST MANHOLE

ADJUST MANHOLE

ADJUST MANHOLE

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/18/2024Print Date:

Horiz. Scale:1:50

Unit Information

2024_60694982_Vict-WhiteCld_DEMO_Plan05.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

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R o a d w a y

V ic t

W h it e

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P la n .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

40+00

41+

42+15 42+00

B L

V

E R

B L

V

E R

LEGEND

(SEE CALLOUTS FOR ITEM DETAIL)

REMOVAL OF EACH ITEMS

REMOVAL OF GRAVEL

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT MAT

MATCHLI

NE

STA

+0

50'0' 25' 100'

BROKEN LANCE DR

BROKEN

LANC

E

DR

DEMOLITION PLAN

BEGIN RM GRAVEL

STA 37+10.62, 14.62' RT

END RM GRAVEL

STA 37+85.46, 13.07' RT

BEGIN RM GUTTER

STA 39+18.34, 17.37' LT

DRIVEWAY

BEGIN RM ASPHALT MAT

STA 39+44.54, 18.15' LT

DRIVEWAY

END RM ASPHALT MAT

STA 39+65.00, 18.07' LT

DRIVEWAY

BEGIN RM ASPHALT MAT

STA 40+31.28, 18.34' LT

END RM GUTTER

STA 41+29.40, 17.12' LT

END RM ASPHALT MAT

STA 41+95.20, 49.54' LT

END RM ASPHALT MAT

STA 41+92.08, 53.36' RT

AL

AL

DEMO

BEGIN RM CONCRETE SIDEWALK

BEGIN RM CONCRETE CURB AND GUTTER

N: 1597101.76; E: 2845985.32

END RM CONCRETE SIDEWALK

END RM CONCRETE CURB AND GUTTER

N: 1597124.41; E: 2846007.04

BEGIN RM 15" CMP CULVERT

STA 36+20.61, 18.82' LT

END RM 15" CMP CULVERT

STA 36+92.15, 26.71' LT

DRIVEWAY

END RM ASPHALT MAT

STA 40+62.81, 16.47' LT

BEGIN RM 66" RCP CULVERT

STA 37+10.62, 25.86' RT

BEGIN RM 66" RCP CULVERT

STA 36+97.64, 24.54' RT

END RM 66" RCP CULVERT

STA 36+99.78, 24.37' LT

END RM 66" CULVERT

STA 37+17.45, 22' LT

NOTES:

PRIOR TO IMPLEMENTING, FOR REVIEW AND APPROVAL

AND THE UPPER BLUE SANITATION DISTRICT ONE WEEK

RIVER DIVERSION PLAN TO BE SUBMITTED TO THE TOWN

SHOWN, CONTRACTOR TO DETERMINE LOCATION. BLUE

BLUE RIVER TEMPORARY DIVERSION. APPROX LOCATION

1. CONTRACTOR TO DESIGN, INSTALL, MAINTAIN AND REMOVE

BROKEN LANCE DR STA 42+12.70

DE5 DE5 24

S

S

S

E

W V

W V

W V

W V

W V

W V

C O

W V

S

H L

D S

H L

D

BROKEN LANCE DR PGL

EXIST GROUND

EXIST EOP

EXIST EOP PROP EOP

TOE OF FILL (TYP)

R=5'

R=5' R=10' R=5'

EXIST ROW

EXIST ROW

R=5' R=5'

R=10' R=5'R=10'

TOP OF CUT (TYP)

PROP EOP

PROTECT IN PLACE

EXIST 18" PIPE

PROTECT IN PLACE

EXIST 18" PIPE

CV-03B

CULVERT

PROTECT IN PLACE

EXIST 18" PIPE

SEE WATERLINE PNP

PROPOSED WATERLINE

R O

W

R O

W

EXIST DITCH

CV-03A

CULVERT

CV-16

CULVERT

CV-01

CULVERT

TRENCH

SEEPAGE DIVERSION

TRENCH

SEEPAGE DIVERSION

HCL BROKEN LANCE DR

SAWCUT

EXISTING

JOIN TO

TRENCH

WATERLINE

PATCH

TRENCH

CULVERT

PATCH

EASEMENT

PROPOSED TEMPORARY

EASEMENT

PROPOSED TEMPORARY

EASEMENT

PROPOSED TEMPORARY

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/23/2024Print Date:

Horiz. Scale:1:50

Unit Information

2025_60694982_Vict-WhiteCld_RD_P&P01.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

R

D

P

P .d g n

FAX: 303-694-3946

PHONE: 303-694-2770

Denver, CO. 80237

7595 Technology Way, Suite 200

AECOM

(970)453-3175

Breckenridge, CO 80242

PO Box 168

150 Ski Hill Road

BRECKENRIDGE TOWN HALL

PLAN

PROFILE

Vert. Scale:

OF

IMPROVEMENTS

BROKEN LANCE DRIVE

E L

.8

V P I

.1

E L

.5

V P

C .0

E L

.7

V P I

.0

E L

.8

V P

T

.0

-5.75%

-2.90%

MDS = Symmetric Parabola e = 0.71'

K = 70.10

V.C. = 200.00'

50'0' 25' 100'

9730 9730

16+0015+5015+0014+5014+0013+5013+0012+5012+0011+5011+0010+5010+00

ROADWAY PLAN AND PROFILE1:10

B R

O K E

N

L

A N

1.

MATCH EXISTING

STA 11+63.18, 20.08' RT

MATCH EXISTING

STA 12+22.31, 22.98' RT

MATCH EXISTING

STA 12+79.42, 21.87' RT

MATCH EXISTING

STA 13+52.85, 20.24' RT

MATCH EXISTING

STA 15+01.74, 22.98' RT

MATCH EXISTING

STA 15+63.21, 19.89' RT

MATCH EXISTING

STA 12+40.83, 32.00' LT

MATCH EXISTING

STA 13+47.65, 25.00' LT

PLAN NOTES

C L

O

W H

IT

E

FLINTSTONE LN

M A

T C

H L I

A

M A

T C

H L I

A

BROKEN LANCE DR STA 10+28.98

BEGIN CONSTRUCTION

AL

CC

DRAINAGE LAYOUT INFORMATION

SEE DRAINAGE PROFILE SHEETS FOR

RDWY R1 R7 25

E M

D

S

S

SW

V

W V

W V

W V

W V

S

H L

D S

H L

D

EXIST GROUND

BROKEN LANCE DR PGL

PROP EOP

EXIST EOP

P-05

P-06

MH-06

TOE OF FILL (TYP)

MH-05

EXIST EOP

PROP EOP

EXIST ROW

EXIST ROW

R=10'

R=15' R=30'

R=5' R=5'

R=5'

R=15'

R=40'

R=5'

EXIST DITCH

P-07

(TYP)

TOP OF CUT

PROPOSED TEMPORARY EASEMENT

EASEMENT

TEMPORARY

PROPOSED

SEE WATERLINE PNP

PROPOSED WATERLINE

R O

W

' R

O W

' R

O W

' R

O W

R=15'

IN-04A

P-08

MH-08

HCL BROKEN LANCE DR

P-04A

IN-04A

TRENCH, CONNECT TO

SEEPAGE DIVERSION

IN-07

TO IN-07

TRENCH, CONNECT

SEEPAGE DIVERSION

EASEMENT

PROPOSED TEMPORARY

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed Project No./Code10/23/2024Print Date:

Horiz. Scale:1:50

Unit Information

2025_60694982_Vict-WhiteCld_RD_P&P02.dgn

Unit Leader Initials

File Name:

H a n b a

:5 a e c o m n a p w .b e n t le y .c o m :A

E C

O M

U

S A

C o lo r a d o

D o c u m e n t s

M

B r e o k n t o n e u d

C

S

C A

D

S H

E E

T S

R o a d w a y

V ic t

W h it e

C ld

R

D

P

P…