Exhibit B - Plans.pdf

SNOWMASS VILLAGE, COLORADO

CONSTRUCTION PLANS FOR:

TOWN OF SNOWMASS VILLAGE

CONNECTING VILLAGE NODES

BENEDICT PARK TRAIL STAIRS

VICINITY MAP

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

2 GENERAL NOTES

3 STRUCTURAL GENERAL NOTES

4 EXISTING CONDITIONS SURVEY (BY OTHERS)

5 SUMMARY OF QUANTITIES

6 DEMOLITION PLAN

7 PLAN AND PROFILE

8 SIDEWALK PLAN

9 LAYOUT POINTS

10-12 STAIR DETAILS

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PROJECT

LOCATION

CAM

PGROUND LN

SNOWMASS IN

N

DALY LN

SNOWMASS MALL

KEY MAPTO

SNOWMASS

BASE VILLAGE

ENGINEERS

PLANNERS

SURVEYORS

ENGINEERS

PLANNERS

SURVEYORS

SCALE IN FEET

0 0.50" = 30' 1" = 60'

BENEDICT

PARK TRAIL

BENEDICT PARK

NORTH

NUMBER

OUTSIDE DIAMETER

PAVEMENT

PERCENT

POINT OF CURVE

POINT OF INTERSECTION

SCHEDULE

SLOPE DESIGNATION

FRONT FACE OF CURB PAN

FLOW LINE

QUANTITIES

RADIUS

REQUIRED

RIGHT

RIGHT-OF-WAY

ROAD

SECOND (ANGULAR)

SIDEWALK

SOUTH

SPECIFICATION

SQUARE

SQUARE FOOT

SQUARE YARD

STANDARD

STREET

STATION

SYMMETRICAL

TANGENT

TOP BACK OF CURB

TYPICAL

VERTICAL CURVE LENGTH

VERTICAL POINT OF INTERSECTION

WEST

N

NO.

OD

PVMT.

PCT. OR %

PC

PI

SCH.

HORIZ:VERT

FF

FL

QUANT.

R .

REQD.

RT

R/W

RD.

S/W S

SPEC.

SQ

FT², SF

SY

STD

ST

STA

SYM.

TAN.

TBC

TYP.

VC

VPI

W

ABBREVIATIONS

AND

ASPHALT

AT

CENTERLINE

CLEAR

CONTROL POINT

CUBIC YARD

CUBIC FEET

CURVE DELTA

DEGREE

DIAMETER

DRAWING(S)

DRIVE

EACH

EAST

ELEVATION

EXCAVATION

FINISHED GRADE

FOOT (MEASUREMENT)

INSIDE DIAMETER

LINEAL FOOT

LUMP SUM

MILES

MAXIMUM

MINUTE(S) (ANGULAR)

MINIMUM

MISCELLANEOUS

ASPH.

CL, C/L

CLR.

CP

CY

FT³, CF

Δ

°, DEG.

DIA., D, Ø

DRWG(S).

DR

EA

E

ELEV., EL.

EXC.

FG

FT. OR '

ID

LF

LS

M

MAX.

MIN.

MISC.

1. SPECIFICATIONS: CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PROJECT-SPECIFIC SPECIFICATIONS, THE STANDARD DETAILS, AND ALL GENERAL AND SPECIFIC NOTES SHOWN IN THE PLANS. WHERE APPLICABLE, REFER TO CDOT STANDARD DRAWINGS AS REFERENCED IN THE PROJECT DOCUMENTS AND DRAWINGS. IF NEITHER THE PROJECT-SPECIFIC SPECIFICATIONS NOR REFERENCED CDOT STANDARDS PROVIDE ADEQUATE DIRECTION, THE CONTRACTOR SHALL FOLLOW APPROPRIATE INDUSTRY STANDARDS AND PRACTICES, SUBJECT TO REVIEW AND APPROVAL BY THE TOWN ENGINEER.

2. SUBMITTALS: SUBMITTALS MAY BE SUBMITTED ELECTRONICALLY.

3. PERMIT: SUBMIT A BUILDING PERMIT (COMMERCIAL AND RESIDENTIAL) PRIOR TO BEGINNING ANY WORK. THE EROSION CONTROL PLAN AND CONSTRUCTION MANAGEMENT PLAN MUST BE SUBMITTED AS PART OF THE PERMIT APPLICATION AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. NO WORK SHALL BEGIN UNTIL ALL REQUIRED PLANS ARE APPROVED FOR USE.

4. EROSION CONTROL PLAN: SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN AS PART OF THE PERMIT TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST FOURTEEN (14) CALENDAR DAYS PRIOR TO BEGINNING WORK.

5. CONSTRUCTION MANAGEMENT PLAN: SUBMIT A CONSTRUCTION MANAGEMENT PLAN AS PART OF THE PERMIT SHOWING A DETAILED VISUAL REPRESENTATION OF THE SITE LAYOUT, STAGING AREAS, RESOURCES AND SAFETY MEASURES TO

ENSURE EFFICIENT AND ORGANIZED EXECUTION OF THE PROJECT.

6. TEMPORARY TRAFFIC CONTROL: MAINTAIN AT LEAST ONE LANE OF TRAFFIC OPEN AT ALL TIMES. SUBMIT A TRAFFIC CONTROL PLAN TO FACILITATE ONE WAY ALTERNATING TRAFFIC FOR APPROVAL. SWEEPING THE ROAD FOR DEBRIS PRIOR TO REOPENING CLOSED LANES TO TRAFFIC WILL BE INCIDENTAL TO THE TEMPORARY TRAFFIC CONTROL ITEM.

7. CLEARING AND GRUBBING: CLEARING AND GRUBBING INCLUDES REMOVAL AND DISPOSAL OF VEGETATION, AS WELL AS BOULDER REMOVAL AND STOCKPILING TO FACILITATE CONSTRUCTION OF THE SIDEWALK AND STAIRS.

8. DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF MATERIALS DESIGNATED FOR REMOVAL ARE INCIDENTAL TO OTHER ITEMS IN THE CONTRACT UNLESS OTHERWISE NOTED.

9. EXISTING UTILITIES: UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NOT ALL UTILITIES MAY BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE IMPACTED BY THIS

PROJECT.

10. COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO AND NEAR THE PROJECT TO SCHEDULE WORK THAT MAY AFFECT ACCESS TO

THEIR PROPERTIES.

11. ACCURACY: EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH THE FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY STAMPING ENGINEER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY

EXISTS.

12. ABBREVIATIONS: DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK

DESCRIBED HEREIN.

13. SCALING: DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ENGINEER ON RECORD FOR CLARIFICATION.

14. COMPLIANCE: CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND TOWN OF SNOWMASS VILLAGE REGULATIONS.

15. DISTURBANCE: THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE STAMPING ENGINEER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK.

16. CONCRETE WASHOUT STRUCTURE: PROVIDE AN ENVIRONMENTALLY SAFE FACILITY FOR THE CONCRETE TRUCK TO WASHOUT INTO. THIS WILL BE INCIDENTAL TO THE CONCRETE SIDEWALK ITEM.

GENERAL NOTES

LEGEND

DESIGNER

DRAWN

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GENERAL NOTES

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

EXISTING

CTV

E E E UNDERGROUND POWER LINE

UNDERGROUND CATV-TV SPECIFIC LINE

UNDERGROUND WATER LINE/MAIN

MAJOR CONTOUR LINE4700

MINOR CONTOUR LINE

UNDERGROUND NATURAL GAS LINE/MAIN

PROPOSED

WV

WATER VALVE

CONCRETE HATCH & CONCRETE EDGE

CONCRETE HATCH & EDGE

ASPHALT PATCH

CATCH CURB/GUTTER

TREE

STAIR LANDING HATCH & STAIR EDGE

STAIR TREADS HATCH & STAIR EDGE

W

G

LIMITS OF DISTURBANCE

MAJOR CONTOUR LINE4700

MINOR CONTOUR LINE

DESIGNER

DRAWN

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STRUCTURAL GENERAL NOTES

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

GENERAL:

A.THIS PROJECT IS DESIGNED TO USE DETAILS MARKED "TYPICAL" WHEREVER

THEY APPLY.

B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

C.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE

BEFORE PROCEEDING WITH CONSTRUCTION.

D.CHANGES, OMISSIONS OR SUBSTITUTIONS ARE NOT PERMITTED WITHOUT

PRIOR WRITTEN APPROVAL FROM THE DESIGNATED CONTRACTING OFFICER.

E. THESE DRAWINGS INDICATE THE FINISHED PRODUCT. ANY TEMPORARY

BOLTING, BRACING, SHORING, OR PRE-LOADING REQUIRED DURING

CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.

F. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REGULATIONS.

G.APPROVED EQUIVALENT PRODUCTS MAY BE SUBSTITUTED FOR ALL

PROPRIETARY OR BASIS OF DESIGN ITEMS CONTAINED HEREIN WITH

APPROVAL FROM CONTRACTING OFFICER.

GOVERNING DESIGN CODES:

A.INTERNATIONAL BUILDING CODE (IBC 2015) .

B. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION 14TH EDITION (AISC 360-10)

C.AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE (ACI 318-14).

D.MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE

7-10).

E.REFER TO CHAPTER 35 OF THE IBC FOR ADDITIONAL REFERENCE STANDARDS.

DESIGN LOAD CRITERIA:

A.RISK CATEGORY: II

B.DEFLECTION LIMITS

· STAIR STRINGER = L/360

C.DEAD LOAD

· STAIRS = 16 PSF

D.LIVE LOADS

· STAIRS = 100 PSF

E. SNOW LOADS

· GROUND SNOW LOAD, PG = 165 PSF

· SNOW EXPOSURE FACTOR, CE = 1.0

· SNOW THERMAL FACTOR, CT = 1.0

· SNOW LOAD IMPORTANCE FACTOR, IS = 1.0

F. SEISMIC LOADS

· SEISMIC IMPORTANCE FACTOR, IE = 1.0

· SS = 0.328 G

· S1 = 0.083 G

· SDS = 0.263 G

· SD1 = 0.095 G

· SITE CLASS = D (DEFAULT)

· SEISMIC DESIGN CATEGORY = C

G.WIND LOADS

· ULTIMATE DESIGN WIND SPEED (3 SEC GUST), VULT = 115 MPH

· EXPOSURE CATEGORY = B

STRUCTURAL STEEL:

A.ALL STRUCTURAL STEEL SHALL BE DETAILED FABRICATED AND ERECTED IN

ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION AND THE

AISC CODE OF STANDARD PRACTICE.

B. MATERIAL REQUIREMENTS:

· ANGLES, CHANNELS, AND PLATES = ASTM A36

· HOLLOW STRUCTURAL TUBES = ASTM A500, GRADE B

· STRUCTURAL BOLTS, NUTS, & WASHERS = Ø <3/4”ASTM A307, GRADE A,

Ø>3/4” ASTM A490-N HIGHT STRENGTH BOLTS (H.B.S.) UNLESS NOTED

OTHERWISE.

C.WELDED CONNECTIONS:

· WELDING ELECTRODES = E70

· WELD IN ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE. A

CERTIFIED WELDER IS REQUIRED.

· ALL WELDERS SHALL PASS THE AWS STANDARD QUALIFICATION TESTS.

· MINIMUM FILLET WELD SIZE = 3/16"

· BACKING BARS AND RUNOFF TABS SHALL BE REMOVED AFTER WELDING IS

COMPLETED.

D.FINISH & PAINTING:

· ALL STRUCTURAL STEEL THAT IS PERMANENTLY EXPOSED SHALL BE

PROTECTED BY PAINTING WITH HIGH PERFORMANCE PAINT PER THE

PROJECT SPECIFICATIONS.

CONNECTIONS:

A.INSTALL EXPANSION BOLTS, ADHESIVE ANCHORS, AND POWDER ACTUATED

FASTENERS PER MANUFACTURERS' RECOMMENDATIONS. ALL BOLTS AND

ANCHORS EMBEDDED IN CONCRETE SHALL HAVE HOT DIPPED GALVANIZED

FINISH.

· ANCHOR RODS (A.R.) = ASTM F1554 GRADE 36.

· ADHESIVE ANCHORS IN MASONRY (M.A.A.): SIMPSON "SET-3G ADHESIVE"

THREADED RODS (CODE REPORT NO. ESR-4844) OR APPROVED EQUAL.

SHOP DRAWINGS & SUBMITTALS:

A.ALL SHOP DRAWINGS AND SPECIFIC PRODUCT DATA SHALL BE FURNISHED

FOR APPROVAL BEFORE ANY FABRICATION OR ERECTION IS STARTED.

CONTRACTOR SHALL BE REVIEWED, VERIFIED TO MATCH DESIGN DOCUMENTS,

AND APPROVED BY THE CONTRACTOR PRIOR TO BEING SUBMITTED FOR

REVIEW BY THE CONTRACTING OFFICER. STRUCTURAL PLANS AND DETAILS

SHALL NOT BE REPRODUCED FOR USE AS PART OF THE SHOP DRAWINGS.

STRUCTURAL GENERAL NOTES

± PLUS OR MINUS

Ø, DIA DIAMETER

", IN INCH, INCHES

#, NO NUMBER

', FT FOOT, FEET

(E) EXISTING

(N) NEW

(V) VERIFY

@ AT

A/E, A&E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AITC AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION

AMEND AMENDMENT

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

AR ANCHOR ROD

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWS AMERICAN WELDING SOCIETY

BOT BOTTOM

BP BASEPLATE

BRG BEARING

BTWN BETWEEN

CL CENTERLINE

CLR CLEAR, CLEARANCE

CO CONTRACTING OFFICER

CONC CONCRETE

DIMS DIMENSIONS

DIST DISTANCE

EA EACH

EB EXPANSION BOLT

EG EXISTING GROUND/GRADE

ELEV ELEVATION

EQ EQUAL, EQUALLY

FG FINISHED GROUND/GRADE

FND FOUNDATION

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GR GRADE

H HEIGHT, HIGH

HAS HEADED ANCHOR STUD

HORIZ HORIZONTAL

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

JT JOINT

L LENGTH, LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATED, LOCATION

MATL MATERIAL

MAX MAXIMUM

MFR MANUFACTURER

MIL 1/1000 OF AN INCH

MIN MINIMUM

MOD MODIFICATION

mm MILLIMETERS

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

REINF REINFORCEMENT, REINFORCED

REQD REQUIRED

SIM SIMILAR

SPA SPACES, SPACING, SPACED

SF SQUARE FEET

STD STANDARD

STRUC STRUCTURAL

SYM SYMMETRICAL

T&B, TB TOP AND BOTTOM

T/PIER TOP OF PIER

T/STL TOP OF STEEL

TBD TO BE DETERMINED

THRU THROUGH

TO TOP, TOP OF

TYP TYPICAL

ULT ULTIMATE

UNO UNLESS NOTED OTHERWISE

US, U.S. UNITED STATES

VERT VERTICAL

W WIDE

W/ WITH

W/O WITHOUT

STRUCTURAL ABBREVIATIONS

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SUMMARY OF QUANTITIES

TOWN OF SNOWMASS VILLAGE

BENEDICT TRAIL STAIRS

SNOWMASS CONNECTING VILLAGE NODES

CHECKED

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DEMOLITION PLAN

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

SCALE IN FEET

0 0.50" = 4' 1" = 8'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

REMOVAL OF EXISTING GUTTER,

(75 LF)

REMOVAL OF ASPHALT MAT

(39 SY)

REMOVAL OF EXISTING WOOD CURB,

(55 LF)

2.0'

REMOVAL OF EXISTING TREE (1 EA.)

NOTES:

1. STOCKPILE EXCAVATED BOULDERS ON SITE. COORDINATE

WITH TOWN OF SNOWMASS VILLAGE ENGINEER PRIOR TO

HAULING OFFSITE FOR DISPOSAL.

2. MARK TREES FOR REMOVAL 2 WEEKS IN ADVANCE OF

REMOVAL DATE AND HOLD A TREE REMOVAL MEETING WITH

THE TOWN OF SNOWMASS VILLAGE ENGINEER PRIOR TO

REMOVING ANY TREES UNLESS OTHERWISE NOTED IN THIS

PLAN SET.

3. TRIM TREE BRANCHES THAT OVERHANG WITHIN A 7'

VERTICAL CLEARANCE OF THE SIDEWALK OR STAIRS.

CLEAR AND GRUB AS

NEEDED FOR STAIR AND

PIER CONSTRUCTION,

PROTECT EXISTING

VEGETATION

REMOVE AND RESET

PICNIC TABLE (1 EA)

REMOVAL OF

SIDEWALK (5 SY)

CLEAR AND GRUB

REMOVAL OF

EXISTING

TREES (3 EA)

CLEAR AND GRUB

REMOVAL OF

STAIRS (2.3 SY)

REMOVAL OF

STAIRS

(2.3 SY)

REMOVAL OF

STAIRS (2.3 SY)

CLEAR AND GRUB

DALY LN.

SNOWMASS INN

BENEDICT

PARK TRAIL

PROTECT EXISTING TREES

SEE NOTE 2

REMOVAL OF

SIDEWALK,

(36 SY)

PROTECT EXISTING TREES

SEE NOTE 2

PROTECT EXISTING TREES

SEE NOTE 2

1.0'

MILL ASPHALT

(14 SY)

3.

0'

1.

0'

1+00 2+00 2+58

5.1% -1.7%

-7.6%

-1.8%

-2.3% -0.4%

-11.3%

0.0%

ST

A

1+

.0

EL

0.

ST

A

1+

.0

EL

0.

ST

A

1+

.9

EL

9.

ST

A

1+

.4

EL

9.

ST

A

1+

.9

EL

9.

ST

A

1+

.9

EL

9.

ST

A

1+

.2

EL

9.

ST

A

1+

.8

EL

8.

ST

A

2+

.5

EL

3.

ST

A

2+

.7

EL

5.

BP: 1+00.00 PI

: 1

+4 8.

PI

: 1

+6 0.

PC

: 1

+7 6.

PT: 1+83.80

PI: 1+86.03

PC: 2+42.50

1+00

1+25

1+50

1+75

2+

2+

2+

2+58

1+10.001+10.00

5.5

CENTERLINE PATH

0.75%

TYPICAL SIDEWALK SECTION

STA 1+56.00 to STA 1+76.23

CONCRETE PATH,

(CDOT CLASS D)

4" MIN. THICKNESS

0.75%

4" AGGREGATE BASE COURSE

(CDOT CLASS 6) COMPACTED

PER CDOT SECTION 304

GUTTER TYPE 2

PER CDOT M-609-1

5'

CENTERLINE PATH

1.5%

TYPICAL SIDEWALK SECTION

STA 1+10.00 to STA 1+42.00

CONCRETE PATH,

(CDOT CLASS D)

4" MIN. THICKNESS

1.5%

4" AGGREGATE BASE COURSE

(CDOT CLASS 6) COMPACTED

PER CDOT SECTION 304

CURB AND

GUTTER TYPE 2

(SECTION IIB) PER

CDOT M-609-1

HOT MIX

ASPHALT

PATCHING

2' MIN

HOT MIX

ASPHALT

PATCHING

2' MIN

VARIES SEE PLAN DIMENSIONS

CENTERLINE PATH

1.5%

TYPICAL SIDEWALK SECTION

STA 2+29.28 to STA 2+42.50

CONCRETE PATH,

(CDOT CLASS D)

4" MIN. THICKNESS

1.5%

4" AGGREGATE BASE COURSE (CDOT CLASS

6) COMPACTED PER CDOT SECTION 304

CUT

1' 1'

EXISTING GROUND

3:1 3:1

MILL AND

OVERLAY

2" DEPTH

1'

MIN

MILL AND

OVERLAY

2" DEPTH

1'

MIN

2.5'

3.0'

FILL

1'

4:1*

FILL

1'

4:1

*GRADE AT 3:1 FROM STA 1+60.94 TO 1+76.23

SCALE IN FEET

0 0.50" = 10' 1" = 20'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

REMOVE HIGH POINT AND GRADE

AT A 3:1 MAX UNDER THE STAIRS

RAMP

RAISED SIDEWALK

RAMP

STEEL STAIRS,

SEE SHEETS 10-12

END STEEL

STAIRS,

START

SIDEWALK

PROFILE

END SIDEWALK, BEGIN STEEL STAIRS

PLAN

DALY LN.

SNOWMASS INN

BENEDICT

PARK TRAIL

BENEDICT

PARK

AT GRADE SIDEWALK

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PLAN AND PROFILE

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

GENERAL NOTE FOR PATCH:

ALL ASPHALT PATCH REPAIRS SHALL USE A T-TOP PATCH WITH A

STRAIGHT, CLEAN SAW CUT. MATCH EXISTING ASPHALT DEPTH AND

POUR DIRECTLY AGAINST THE VERTICAL FACE OF EXISTING

PAVEMENT. FINAL PATCH SHALL BE FLUSH WITH SURROUNDING

SURFACE. COORDINATE ANY DEVIATIONS WITH THE TOWN ENGINEER

-5.2%

BP: 1+00.00

PI

: 1

+4 8.

PI

: 1

+6 0.

PC

: 1

+7 6.

PT: 1+83.80

PI: 1+86.03

PC: 2+42.50

1+00

1+25

1+50

1+75

2+

2+

1+10.001+10.00

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ENGINEERS

PLANNERS

SURVEYORS 128

DJ&A, P.C.

8/20/25

KS

CM

CM

SIDEWALK PLAN

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

SCALE IN FEET

0 0.50" = 4' 1" = 8'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

STA 1+10 TO STA 1+42

CURB AND GUTTER TYPE 2

(SECTION IIB) PER CDOT M-609-1

15.34'

5.0'

5.

0'

FULL DEPTH HOT MIX

ASPHALT PATCHING

STA 1+05 TO STA 1+10

TRANSITION FROM

EXISTING GUTTER TO

CURB AND GUTTER

TIE INTO EXISTING

SIDEWALK

5.

5'

7.0'

7.0'

6'

6'

1.

5%

1.

5%

1.

5%

STA 1+49 TO STA 1+56

TRANSITION FROM LAYDOWN CURB AND GUTTER

TO GUTTER TYPE 2 PER CDOT M-609-1

STA 1+56 TO STA 1+83

GUTTER TYPE 2 PER CDOT M-609-1

TIE INTO EXISTING

SIDEWALK

MATCHEXISTING

GRADES

0.

5.0'

0.

1.9%

R 2'

0.0%

4.7%

0.0%

1.7%

34.0'

LANDSCAPING AREA

LANDING

24" DIA. DRILLED

SHAFT, TYP. 13

.8

TR

AN

SI

TI

ON

F

RO

M

SI

DE

W

AL

K W

ID

TH

IN

TO

EX

IS

TI

NG

' S

ID

EW

AL

K

DALY LN.

SNOWMASS INN

BENEDICT

PARK TRAILTIE INTO EXISTING SIDEWALK WITH #4 DOWELS.

MAINTAIN 3" OF COVER OVER BARS AND SPACE

AT 18" ON CENTER

TRANSITION FROM 6'

SIDEWALK WIDTH INTO

EXISTING 5' SIDEWALK

5'

R34

RIPRAP, D50 6 IN,

1.5' MIN THICKNESS

R 2'

PREFABRICATED

STEEL STAIRS,

SEE SHEETS 8 & 9

R5'

LANDSCAPING AREA

2.0' 1.0'

2.0

1.0

MILLED SURFACE

HOT MIX ASPHALT

PATCHING

3.

0'

STA 1+42 TO STA 1+49

TRANSITION TO LAY DOWN

CURB AND GUTTER

3.0'

5.0

5.0'

FILL SLOPE LIMITS, TYP

CUT SLOPE LIMITS, TYP

PIER 2

PIER 4

PIER 1

PIER 3

PIER 5

PIER 7

PIER 6

PIER 8

BP: 1+00.00

PI: 1+48.94

PI

: 1

+6 0.

PC

: 1

+7 6.

PT: 1+83.80

PI: 1+86.03

PC: 2+42.50

1+00 1+25 1+50 1+75

2+

2+

2+

1+10.001+10.00 85

SCALE IN FEET

0 0.50" = 5' 1" = 10'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

SNOWMASS INN

DESIGNER

DRAWN

CHECKED

PROJ. NO.

DATE

SURVEYED

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OF

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ENGINEERS

PLANNERS

SURVEYORS 129

DJ&A, P.C.

8/20/25

KS

CM

CM

LAYOUT POINTS

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

A1

A2

A3

A4

A5 B1

B3

B5

B7

B2

B4

B6

B8

C1

C2

NOTE:

POINT COORDINATES (NORTHING, EASTING, ELEVATION, DESCRIPTION) ARE FOR

REFERENCE ONLY AND ARE BASED ON THE SURVEY DRAWING’S LOCAL/PROJECT

COORDINATE SYSTEM. CONSTRUCTION CONTROL SHALL BE ESTABLISHED

FROM—AND REFERENCED BACK TO—THE SURVEY CONTROL NETWORK AND

BENCHMARKS IDENTIFIED BY THE SURVEYOR. DO NOT USE THIS TABLE AS A

SUBSTITUTE FOR CONSTRUCTION STAKING CONTROL. CONTRACTOR SHALL

FIELD-VERIFY ALL INFORMATION PRIOR TO USE AND NOTIFY THE ENGINEER AND

SURVEYOR OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR USE OF THIS TABLE BEYOND REFERENCE PURPOSES.

CHECKED

PROJ. NO.

DATE

SURVEYED

DESCRIPTIONDATEREVISION

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OF

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ENGINEERS

PLANNERS

SURVEYORS 1210

DJ&A, P.C.

8/20/25

CM

JM

JM

STAIR ELEVATION

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

SCALE IN FEET

0 0.50" = 2' 1" = 4'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

13' - 3 1/4" 7 TREADS @ 11" = 6' - 5" 7' - 8 3/8"

R

IS

ER

S

/8

R

IS

ER

S

-3

/4

T /L

AN

D

IN

G

0"

LANDINGLANDING

4" AGGREGATE BASE COURSE

(CDOT CLASS 6) COMPACTED

PER CDOT SECTION 304

NOTE:

RAILING POST SPACING SHOWN ARE

FOR EXAMPLE ONLY.

MAX SPACING = 6'-0"

RAILING TO BE DESIGNED BY STAIR

MANUFACTURER.

EXISTING

GRADE

GALV. STEEL GRATING

STAIR TREAD (TYP)

POWDER COATED BLACK

STEEL MC12 STAIR

STRINGER (TYP)

STRINGER SPLICE

SEE DETAIL

24" DRILLED PIER

POWDER COATED

BLACK STEEL RAILING

(TYP)

T/LANDING

T/LANDING

T/PIER 7&8

8575.23

T/LANDING

8584.83

8588.66

T/PIER 1&2

EL = 8587.74

8588.66

T/PIER 5&6

EL = 8583.91

T/PIER 3&4

EL = 8587.74

STAIR ELEVATION

SCALE: 1"=4'

GRADES VARY.

SEE PROFILE

CONCRETE PATH

SLOPE 2:1 TO

EXISTING GRADE

6' M

IN

6' M

IN

6' M

IN

18 TREADS @ 11" = 16' - 5 3/8"

SIDEWALK EDGE

TURNDOWN AT

STAIR START,

SEE DETAIL

6' M

IN

GALV. STEEL

GRATING STAIR

TREAD (TYP)

INSTALL 1/2"

EXPANSION

MATERIAL

BETWEEN

CONCRETE

PATH AND

PIERS

4'-0" OPENING CENTERED IN

LANDING ON EAST RAILING

RAILING CONTINUES ON

WEST SIDE OF STAIRS

CONTRACTOR TO

INSTALL STONE STEPS

DOWN FROM OPENING

USING ON-SITE

MATERIAL.

COORDINATE WITH

CITY ENGINEER

2' - 0" Ø

3"

6'

CL STAIR BEARING

CL PIER

DRILLED PIER

4" T

YP

1 2"

2' -1

0" 8" 3"

2'

8"

1 2"

RAILING POST BASE

BY MANUF., TYP.

MC12

STRINGER

(9) 12" DIA RODS

1" M

IN

TY

P

3 34"

HSS3X1X0.125 (TYP.)

HSS3X1X0.125

1.5" SCHEDULE 40 HANDRAIL

BOLTED SPLICE

CONNECTION BY STAIR

MANUFACTURER

MC12

STRINGER

ISO.

JT. IN

RAILING

HSS3X1X0.125

2" DIA ROD (TYP)

STAIR TREAD

MC12 STAIR STRINGER

2'

3'

6"

RAILING POST (TYP)

LATERAL BRACING

GALV. STEEL

GRATING LANDING

BLOCKING BEAM

DRILLED SHAFT

GALV. STEEL GRATING

LANDING WITH

ABRASIVE NOSING GALV. STEEL GRATING

TREAD WITH ABRASIVE

NOSING, TYP.

GALV. STEEL GRATING

TREAD WITH ABRASIVE

NOSING, TYP.

HANDRAIL

STAIR

STRINGER

1 12"

EXISTING GROUND

8" 4"

2'

6" 3'

6"

2" TYP

1 2"

L4X3X5/16 W/ (2) 3/8" DIA

ADHESIVE ANCHORS

SPACED AT 3" O.C. WITH 4"

MIN. EMBED.

1" M

IN

N O

N -S

H R

IN

K

G R

O U

T

NOSING

11" RUN

2" DIA RODS

1.5" SCHEDULE 40 HANDRAIL

HSS3X1X0.125

1" M

IN

TY

P

4 34"

6" 6"

3"

HSS3X1X0.125

DRILLED SHAFT

GALV. STEEL GRATING

TREAD WITH ABRASIVE

NOSING, TYP.

EXISTING GROUND

3"

4" TY

P

3'

6"

(5) #4 VERTICAL BAR

#3 TIES @ 16" O.C.

DESIGNER

DRAWN

CHECKED

PROJ. NO.

DATE

SURVEYED

DESCRIPTIONDATEREVISION

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OF

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ENGINEERS

PLANNERS

SURVEYORS 1211

DJ&A, P.C.

8/20/25

CM

JM

JM

DETAILS AND SECTIONS

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

TYP. DRILLED SHAFT

SCALE: 1" = 2'

TYP RAILING ELEVATION

SCALE: 1" = 2'

TYP. SECTION AT SUPPORTS

SCALE: 1" = 2'

TYP. STRINGER SECTION

SCALE: 1" = 2'

TYP. STAIR ENDING ELEVATION

SCALE: 1" = 2'

TYP. SECTIONS CONNECTION

SCALE: 1" = 2'

2" EXPANSION JOINT

1'-0"

1' - 6"

4" AGGREGATE

BASE

#4 BENT DOWEL

#4 LONG.

REINFORCEMENT TYP.

1 1/2" CLR

3" C

LR

#4@12" O.C.

DESIGNER

DRAWN

CHECKED

PROJ. NO.

DATE

SURVEYED

DESCRIPTIONDATEREVISION

SHEET

OF

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/2 5 1

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ENGINEERS

PLANNERS

SURVEYORS 1212

DJ&A, P.C.

8/20/25

CM

JM

JM

DETAILS AND SECTIONS

BENEDICT PARK TRAIL STAIRS

CONNECTING VILLAGE NODES

TOWN OF SNOWMASS VILLAGE

SIDEWALK EDGE TURNDOWN AT STAIR START

SCALE: 1" = 2'