Virginia Canyon Rd Virginia St_Phase 1_NFC PLANS (1).pdf

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

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:1

:4

A M p w

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I d a h o

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V ir g in ia

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.0

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\0

10348801_TIL_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

173'

20 MPH

BEGIN CONSTRUCTION STA.

108+00.00

171'

13.25%

130'

END CONSTRUCTION STA.

INDEX OF SHEETS

NO.

SHEET

1 TITLE SHEET

PROJECT LOCATION MAP

MAXIMUM DESIGN SPEED

MINIMUM S.S.D. VERTICAL

MINIMUM S.S.D. HORIZONTAL

MAXIMUM GRADE

TOTAL MILES

TOTAL FEET

STATION

MINIMUM RADIUS OF CURVE

FEET

ROADWAY

DESIGN DATA

TABULATION OF LENGTH & DESIGN DATA

PROJECT GROSS LENGTH MILES

0.13

VIRGINIA CANYON ROAD

1000'0 500' 2000'

APRIL 23RD, 2024

100% REVIEW

END PROJECT

STA. 108+00.00

BEGIN PROJECT

STA. 101+13.08

687PROJECT GROSS LENGTH FEET

0.13

CONSTRUCTION BID PLANS OF PROPOSED

CITY OF IDAHO SPRINGS

IDAHO SPRINGS, COLORADO

CLEAR CREEK COUNTY

VIRGINIA CANYON ROAD UTILITY IMPROVEMENTS

TWO BROTHERS RD

V

IR

G

IN

IA

V

IR

G

IN

IA

C A

N Y

O N

R D

I-70

COLORADO BLVD

S O

A

C

E E

K

CLEAR CREEK

CLEAR CREEK

DELANY GLUCH

TITLE SHEET

VIRGINIA CANYON RD/VIRGINIA ST

M. BAUER

D. MADDOCK

TITLE

Horiz. Scale: 1"=1000'

101+13.08

C O

U N T

Y R

O A

D

MINER ST

I-70

1 OF 1 1

ROADWAY PLANS

PROFILES

WATERLINE PLANS AND

2 STANDARD PLANS LIST

TYPICAL SECTIONS3

COORDINATE GEOMETRY

GEOMETRIC LAYOUT AND

22-25

16-17

SWMP NOTES

39-42

18-21 ROADWAY REMOVALS

LIST & LEGEND

SUE NOTES, CONTACT

GENERAL NOTES4-5

SURVEY TABULATION11

SANITARY SEWER TABULATIONS

8-10 TABULATIONS

PLANS AND PROFILES

SANITARY SEWERLINE

6-7 SUMMARY OF APPROX. QUANTITIES

PROJECT CONTROL DIAGRAM12-15

70-77

78-81

82-84

DRAINAGE NOTES

DRAINAGE TABULATIONS

GRADING AND DRAINAGE PLANS33-36

ROADWAY PROFILES26-29

GEOMETRIC POINT TABLES30

SWMP TABULATIONS

43-53

SWMP PLANS

UTILITY DETAILS

DETAIL

CULVERT CROSSING INSULATION

WATERLINE TABULATIONS

PLANS

SUE INVESTIGATION85-88

TEST HOLE PLANS89-92

TEST HOLE TABULATIONS93

MODIFICATION PLANS94-97

CROSS SECTIONS98-172

55-58

59-66

67-69

CDPHE RELOCATION PLANS

BEGIN CONSTRUCTION STA.

209+00.00

END CONSTRUCTION STA.

TOTAL MILES

TOTAL FEET

STATION

FEET

ROADWAY

PROJECT GROSS LENGTH MILES

0.16

VIRGINIA STREET

860PROJECT GROSS LENGTH FEET

0.16

200+58.17

BEGIN CONSTRUCTION STA.

301+44.00

END CONSTRUCTION STA.

TOTAL MILES

TOTAL FEET

STATION

FEET

ROADWAY

PROJECT GROSS LENGTH MILES

0.02

ILLINOIS STREET

126PROJECT GROSS LENGTH FEET

0.02

300+16.00

117'

20 MPH

171'

8.5%

N/A

MAXIMUM DESIGN SPEED

MINIMUM S.S.D. VERTICAL

MINIMUM S.S.D. HORIZONTAL

MAXIMUM GRADE

MINIMUM RADIUS OF CURVE

DESIGN DATA

BEGIN PROJECT

STA. 300+16.00

END PROJECT

STA. 209+00.00

VIRGINI

A STREET

BEGIN PROJECT

STA. 200+58.17

END PROJECT

STA. 301+44.00

C A

N Y

FOR INFORMATION ONLY

NOT FOR CONSTRUCTION

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1

:5

A M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_STD_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

M-100-1

M-208-1

M-203-1

M-203-2

M-203-11

STANDARD SYMBOLS (3 SHEETS)

APPROACH ROADS

DITCH TYPES

M-203-12

M-206-1

M-206-2

M-214-1

M-412-1

M-510-1

M-601-1

M-601-2

M-601-3

M-601-10

M-601-11

M-601-12

M-601-20

M-603-1

M-603-2

M-603-3

M-603-10

M-604-10

M-604-11

M-604-12

M-604-13

M-604-20

M-605-1

SUPERELEVATION STREETS (2 SHEETS)

EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)

CONCRETE PAVEMENT JOINTS (9 SHEETS)

STRUCTURAL PLATE PIPE H-20 LOADING

HEADWALL FOR PIPES

TYPE "S" SADDLE HEADWALLS FOR PIPE

HEADWALLS AND PIPE OUTLET PAVING

REINFORCED CONCRETE PIPE

PRECAST CONCRETE BOX CULVERT

INLET, TYPE C

INLET, TYPE D

CURB INLET TYPE R (2 SHEETS)

CONCRETE INLET TYPE 13

MANHOLES (3 SHEETS)

SUBSURFACE DRAINS

1-3

M-607-1

M-607-2

M-607-3

M-607-4

M-607-10

M-608-1

M-609-1

M-611-1

M-615-1

M-615-2

M-616-1

M-620-1

M-620-2

M-620-11

M-620-12

WIRE FENCES AND GATES (3 SHEETS)

CHAIN LINK FENCE (3 SHEETS)

BARRIER FENCE

PICKET SNOW FENCE

CURB RAMPS (10 SHEETS)

CATTLE GUARD (2 SHEETS)

EMBANKMENT PROTECTOR TYPE 3

EMBANKMENT PROTECTOR TYPE 5

INVERTED SIPHON

FIELD LABORATORY CLASS 1

FIELD OFFICE CLASS 1

FIELD OFFICE CLASS 2

M-210-1 MAILBOX SUPPORTS (2 SHEETS)

M-614-1 RUMBLE STRIPS (3 SHEETS)

M-629-1 SURVEY MONUMENTS (2 SHEETS)

19-29

17-18

30-31

35-39

41-42

43-44

45-46

52-55

67-68

70-72

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

138-147

148-151

152-153

156-158

169-170

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

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

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

15-16

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

S-614-40 219-223

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

290-313

281-289

255-266S-614-50

224-227

211-214

196-197

194-195

191-193

187-188

171-178DELINEATOR INSTALLATIONS (8 SHEETS)

FLASHING BEACON (PORTABLE) DETAILSS-630-3

PAVEMENT MARKINGS (11 SHEETS)

TYPICAL MULTI-SIGN INSTALLATIONS

TYPICAL POLE MOUNT SIGN INSTALLATIONS

FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS)

MARKER ASSEMBLY INSTALLATIONS

CLASS III SIGNS (3 SHEETS)

CLASS II SIGNS

CLASS I SIGNS

GROUND SIGN PLACEMENT (2 SHEETS)

S-627-1

S-630-2

S-630-1

S-614-40A

S-614-22

S-614-21

S-614-20

S-614-14

S-614-12

S-614-10

S-614-6

S-614-5

S-614-4

S-614-3

S-614-2

S-614-1

S-612-1

M-603-4

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

METAL PIPE (4 SHEETS)

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

M-100-2

TEMPORARY EROSION CONTROL (11 SHEETS)

CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)

S-630-4

S-630-5

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

S-630-7

PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)

13-14

119-121

123-127

129-137

318-319

ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7

10-12

116-118

FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166

S-614-9

S-614-41

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

245-252S-614-43

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

316-317

DETAILS (2 SHEETS)

STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION

321-323

(3 SHEETS)

ROLLING ROADBLOCKS FOR TRAFFIC CONTROL

STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)

M-216-1 33-34

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

CORRUGATED POLYPROPYLENE PIPE (AASHTO M330) (2 sheets)

CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND

M-603-6

RIBBED PIPE (AASHTO MP 20)

STEEL REINFORCED POLYETHYLENE 60

M-606-1 79-97

31 INCHES (19 SHEETS)

MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM

102-104

M-606-15 105-115

(11 SHEETS)

GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER

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

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

SOIL RETENTION COVERING (2 SHEETS)

(2 SHEETS)

SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

(2 SHEETS)

DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

(2 SHEETS)

TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

DIVIDED HIGHWAYS (3 SHEETS)

SUPERELEVATION CROWNED AND

(2 SHEETS)

EXCAVATION AND BACKFILL FOR STRUCTURES

FOR CLASS III SIGNS (2 SHEETS)

CONCRETE FOOTINGS AND SIGN ISLANDS

M-603-12 62-64

CONCRETE AND METAL END SECTIONS 61

NURSERY STOCK DETAILS

98-101

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

STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210

216-217

(2 SHEETS)

CONCRETE BARRIER SIGN POST INSTALLATIONS

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

TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS

(26 SHEETS)

TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION

AND VERTICAL PANELS

BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)

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

ALTERNATIVE TRAFFIC SIGNAL

TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240COLORADO

DEPARTMENT OF TRANSPORTATION

July 31, 2019

M&S STANDARDS PLANS LIST

BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.

AND REVISED, APPLY TO THIS PROJECT WHEN USED

ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED

NUMBER

PLAN

TITLE

M STANDARD

NUMBER

PAGE

NUMBER

PLAN

TITLE

M STANDARD

NUMBER

PAGE

NUMBER

PLAN

TITLE

S STANDARD

NUMBER

PAGE

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

(8 SHEETS)

TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS

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

FOR CLASS III SIGNS (2 SHEETS)

BREAK-AWAY SIGN SUPPORT DETAILS

(3 SHEETS)

TRAVERSABLE END SECTIONS AND SAFETY GRATES

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

(REVISED ON SEPTEMBER 6, 2022)

IN CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER.

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

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

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

(REVISED ON SEPTEMBER 30, 2020)

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

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

(REVISED ON DECEMBER 3, 2020)

(REVISED ON MARCH 5, 2020)

(REVISED ON FEBRUARY 17, 2023)

(REVISED ON APRIL 14, 2023)

(REVISED ON FEBRUARY 9, 2023)

(REVISED ON JULY 13, 2020)

(REVISED ON SEPTEMBER 10, 2020)

(REVISED ON SEPTEMBER 21, 2020)

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

(NEW, ISSUED ON SEPTEMBER 30, 2020)

(REVISED ON DECEMBER 29, 2020)

(REVISED ON JANUARY 31, 2022)

(REVISED ON MARCH 7, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON NOVEMBER 7, 2023)

(REVISED ON FEBRUARY 3, 2023)

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

(NEW, ISSUED ON JUNE 15, 2023)

(REVISED ON JULY 24, 2023)

Revised on November 7, 2023

STANDARD PLANS LIST

VIRGINIA CANYON ROAD/VIRGINIA ST

M. BAUER

D. MADDOCK

STANDARD

Horiz. Scale: N/A

VARIES

(MIN 13' - MAX 26')

VARIES

VIRGINIA CANYON ROAD STA. 101+13 TO STA. 108+00

STA. 107+01 TO STA. 107+29

STA. 105+00 TO STA. 105+18

STA. 104+61 TO STA. 104+68

STA. 103+49 TO STA. 103+81

STA. 103+01 TO STA. 103+21

STA. 101+92 TO STA. 102+12

STA. 101+13 TO STA. 101+41

GROUND

EXISTING

COURSE (CLASS 6)

6" AGGREGATE BASE

(PG 58-28)

(GRADING S) (50)

4" HOT MIX ASPHALT

SEE NOTE 1

PROTECT IN PLACE

EXISTING RETAINING WALL

HCL

VIRGINIA CANYON ROAD

EXISTING RETAINING WALL END CONDITION

TYPICAL SECTION LT

TYPICAL SECTION A

EXISTING CONDITION END CONDITION

TYPICAL SECTION RT

MIN.

2'

EXISTING EDGE OF PAVEMENT

EXISTING CONDITION END CONDITION

TYPICAL SECTION LT

STA. 107+29 TO STA. 108+00

STA. 105+18 TO STA. 107+02

STA. 104+68 TO STA. 105+00

STA. 103+81 TO STA. 104+61

STA. 103+21 TO STA. 103+49

STA. 102+12 TO STA. 103+01

STA. 101+41 TO STA. 101+92

TYP.

2'

TYP.

2'

EXISTING RETAINING WALL END CONDITION

TYPICAL SECTION RT

MIN.

2'

EXISTING EDGE OF PAVEMENT

STA. 104+77 TO STA. 107+94

STA. 104+35 TO STA. 104+54

STA. 103+90 TO STA. 104+26

STA. 103+35 TO STA. 103+55

STA. 103+03 TO STA. 103+22

STA. 101+13 TO STA. 102+83

STA. 107+94 TO STA. 108+00

STA. 104+54 TO STA. 104+77

STA. 104+26 TO STA. 104+35

STA. 103+55 TO STA. 103+90

STA. 103+22 TO STA. 103+35

STA. 102+83 TO STA. 103+03

SEE NOTE 1

PROTECT IN PLACE

EXISTING RETAINING WALL

PGL

EXISTING EDGE OF PAVEMENT

SEE NOTE 2

EXISTING ELEVATION AT SAWCUT LINE

ADJUST MAINLINE CROSS SLOPE TO MATCH

CDOT CURB TYPE 6 (SECTION M)

GROUND

EXISTING

STA. 107+18 TO STA. 108+00

STA. 105+24 TO STA. 107+13

STA. 104+35 TO STA. 105+19

STA. 103+53 TO STA. 103+96

STA. 103+22 TO STA. 103+34

STA. 102+83 TO STA. 103+03

STA. 101+57 TO STA. 102+60

CURB END CONDITION

TYPICAL SECTION RT

SEE NOTE 2

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1

:0

A M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_TYP_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

M. BAUER

D. MADDOCK

TYPICAL

TYPICAL SECTION

VIRGINIA CANYON ROAD

SIDEWALK ELEVATION AT BACK OF PROPOSED SIDEWALK. ADJUST ROAD CROSS SLOPE AS NEEDED.

EXISTING SIDEWALK, ADJUST PROPOSED EDGE OF PAVEMENT ELEVATION TO MATCH EXISTING

2. MATCH EXISTING ELEVATIONS AT PROPOSED EDGES OF PAVEMENT. WHEN AT A LOCATION WITH

ANY DAMAGE TO EXISTING WALLS WILL BE REPAIRED BY THE CONTRACTOR AT THEIR COST.

TO DETERMINE A SOLUTION TO COMPLETE THE WORK AND AVOID DAMAGE TO THE EXISTING WALL.

FOUNDATION IS UNCOVERED, WORK SHALL CEASE AND THE PROJECT MANAGER SHALL BE CONTACTED

1. EXCAVATION SHALL BE KEPT TO A MINIMUM OF 2' AWAY FROM THE BASE OF THE WALL. IF A

NOTES:

1"=5'

(MIN 14.6' - MAX 39.2')

VARIES

MIN

2'

TYP

6'

VIRGINIA STREET STA. 200+20 TO STA. 209+00

VIRGINIA STREET STA. 204+11 TO STA. 204+32

VIRGINIA STREET STA. 200+20 TO STA. 202+02

VIRGINIA STREET STA. 207+67 TO STA. 209+00

VIRGINIA STREET STA. 204+32 TO STA. 207+08

VIRGINIA STREET STA. 207+68 TO STA.209+00

VIRGINIA STREET STA. 214+57 TO STA. 205+40

VIRGINIA STREET STA. 200+20 TO STA. 212+24

VIRGINIA STREET STA. 205+40 TO STA. 207+68

GROUND

EXISTING

EXISTING GROUND

COURSE (CLASS 6)

6" AGGREGATE BASE

(PG 58-28)

(GRADING S) (50)

4" HOT MIX ASPHALT

SEE NOTE 1

PROTECT IN PLACE

EXISTING RETAINING WALL

HCL

VIRGINIA ST

TYP.

2'

EXISTING EDGE OF PAVEMENT

VIRGINIA STREET STA. 207+08 TO STA. 207+67

VIRGINIA STREET STA. 202+02 TO STA. 204+11

EXISTING PAVEMENT

CONCRETE SIDEWALK - 6"

SIDEWALK END CONDITION

TYPICAL SECTION LT

SIDEWALK & RETAINING WALL END CONDITION

TYPICAL SECTION LT

EXISTING CONDITION END CONDITION

TYPICAL SECTION LT

TYPICAL SECTION A

EXISTING SHOULDER END CONDITION

TYPICAL SECTION RT

EXISTING RETAINING WALL END CONDITION

TYPICAL SECTION RT

SEE NOTE 2

EXISTING ELEVATION AT SAWCUT LINE

ADJUST MAINLINE CROSS SLOPE TO MATCH

1.5%

TYP

6'

GROUND

EXISTING

CONCRETE SIDEWALK - 6"

TYPE 2 (SECTION IB)

CDOT CURB AND GUTTER

CDOT CURB TYPE 6 (SECTION M)

GROUND

EXISTING

VIRGINIA STREET STA. 202+07 TO STA. 209+00

VIRGINIA STREET STA. 201+40 TO STA. 201+63

CURB END CONDITION

TYPICAL SECTION RT

PGL

1.5%

SEE NOTE 1

PROTECT IN PLACE

EXISTING RETAINING WALL

SEE NOTE 2

BACK OF SIDEWALK MATCHES EXISTING ELEVATION

TYPE 2 (SECTION IB)

CDOT CURB AND GUTTER

SEE NOTE 2

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1

:1

A M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_TYP_SHT-02.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

42 OF 3TYPICAL

M. BAUER

D. MADDOCK

TYPICAL SECTIONS

VIRGINIA STREET

SIDEWALK ELEVATION AT BACK OF PROPOSED SIDEWALK. ADJUST ROAD CROSS SLOPE AS NEEDED.

EXISTING SIDEWALK, ADJUST PROPOSED EDGE OF PAVEMENT ELEVATION TO MATCH EXISTING

2. MATCH EXISTING ELEVATIONS AT PROPOSED EDGES OF PAVEMENT. WHEN AT A LOCATION WITH

ANY DAMAGE TO EXISTING WALLS WILL BE REPAIRED BY THE CONTRACTOR AT THEIR COST.

TO DETERMINE A SOLUTION TO COMPLETE THE WORK AND AVOID DAMAGE TO THE EXISTING WALL.

FOUNDATION IS UNCOVERED, WORK SHALL CEASE AND THE PROJECT MANAGER SHALL BE CONTACTED

1. EXCAVATION SHALL BE KEPT TO A MINIMUM OF 2' AWAY FROM THE BASE OF THE WALL. IF A

NOTES:

1"=5'

(MIN 14.0' - MAX 31.5')

VARIES

ILLINOIS STREET STA. 300+16 TO STA. 301+44

GROUND

EXISTING

COURSE (CLASS 6)

6" AGGREGATE BASE

(PG 58-28)

(GRADING S) (50)

ASPHALT

4" HOT MIX

HCL

ILLINOIS ST/22ND AVE/23RD AVE

TYPICAL SECTION B

EXISTING SHOULDER END CONDITION

TYPICAL SECTION RT

ILLINOIS STREET STA. 300+16 TO STA. 301+44

COURSE (CLASS 6)

6" AGGREGATE BASE

(GRADING S) (50) (PG 58-28)

2 - 2" LIFTS (TYP)

4" HOT MIX ASPHALT

TYPICAL PAVEMENT SECTION

ILLINOIS STREET STA. 300+16 TO STA. 301+44

CURB AND GUTTER WITH SIDEWALK END CONDITION

TYPICAL SECTION LT

TYP

6'

CONCRETE SIDEWALK - 6"

TYPE 2 (SECTION IB)

CDOT CURB AND GUTTER

TYPICAL PAVEMENT SECTION - DRIVEWAYS

6" CONCRETE PAVEMENT

PGL

1.5%

GROUND

EXISTING

EXISTING GROUND

GROUND

EXISTING

SEE NOTE 2

SEE NOTE 2

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1

:2

A M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_TYP_SHT-03.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

53 OF 3TYPICAL

M. BAUER

D. MADDOCK

TYPICAL SECTIONS

VIRGINIA STREET

SIDEWALK ELEVATION AT BACK OF PROPOSED SIDEWALK. ADJUST ROAD CROSS SLOPE AS NEEDED.

EXISTING SIDEWALK, ADJUST PROPOSED EDGE OF PAVEMENT ELEVATION TO MATCH EXISTING

2. MATCH EXISTING ELEVATIONS AT PROPOSED EDGES OF PAVEMENT. WHEN AT A LOCATION WITH

ANY DAMAGE TO EXISTING WALLS WILL BE REPAIRED BY THE CONTRACTOR AT THEIR COST.

TO DETERMINE A SOLUTION TO COMPLETE THE WORK AND AVOID DAMAGE TO THE EXISTING WALL.

FOUNDATION IS UNCOVERED, WORK SHALL CEASE AND THE PROJECT MANAGER SHALL BE CONTACTED

1. EXCAVATION SHALL BE KEPT TO A MINIMUM OF 2' AWAY FROM THE BASE OF THE WALL. IF A

NOTES:

1"=5'

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1 :3

A

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\0

10348801_GNN_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

SHEET 1 OF 2

GENERAL NOTES

VIRGINIA CANYON RD/VIRGINIA ST

M. BAUER

D. MADDOCK

NOTES

Horiz. Scale: N/A

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1

:5

A M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\0

10348801_GNN_SHT-02.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

SHEET 2 OF 2

GENERAL NOTES

VIRGINIA CANYON RD/VIRGINIA ST

M. BAUER

D. MADDOCK

NOTES

Horiz. Scale: N/A

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:0

:5

P M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_SAQ_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

SUMMARY OF APPROX. QUANTITIES

VIRGINIA ST/VIRGINIA CANYON RD

D. MADDOCK

Horiz. Scale: N/A

71 OF 2SAQ

M. BAUER

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:0

:1

P M p w

\p w h d r u s c e n

:H D

R

U S

C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\0

10348801_SAQ_SHT-02.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

SUMMARY OF APPROX. QUANTITIES

VIRGINIA ST/VIRGINIA CANYON RD

D. MADDOCK

Horiz. Scale: N/A

82 OF 2SAQ

M. BAUER

M. BAUER

TABS

D. MADDOCK

REMOVAL TABULATIONS

VIRGINIA ST/VIRGINIA CANYON RD

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:3

:3

P

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\1

10348801_Removal_Tabulations.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

D. MADDOCK

ROADWAY TABULATIONS

VIRGINIA ST/VIRGINIA CANYON RD

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:3

:5

P

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\1

10348801_Surfacing_Tabulations.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

D. MADDOCK

ROADWAY TABULATIONS

VIRGINIA ST/VIRGINIA CANYON RD

11A3 OF 4

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:3

:0

P

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y

\S h e e ts

\P h a s e

\1

10348801_Flatwork_Tabulations.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

D. MADDOCK

SIGNING TABULATIONS

VIRGINIA ST/VIRGINIA CANYON RD

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:3

:2

P

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\1

10348801_Signing_Tabulations.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1 :3

A

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\1

10348801_SUV_SHT-01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

SURVEY TABULATION

VIRGINIA CANYON ROAD

M. BAUER

D. MADDOCK

Horiz. Scale: N/A

Inlets (Section 604) and all other structures assigned a structure number

Light pole locations and elevations

Signal pole locations and elevations

Lighting (Section 613) and Traffic Control Devices (Permanent) (Section 614)

Slope and Ditch Paving (Section 507)

Deck grades at Girder 10th or "n" th point locations and elevations

Structural concrete form locations

Wingwall skew angles/offsets

Abutment/Pier locations, alignment, and elevations

Footing locations, alignment, and elevations

Caisson locations and elevations (Section 503)

Piling locations and cut off elevations (Section 502)

Structure Excavation limits (Section 206)

Major Structures - Overhead Signs (Section 614), Concrete Box Culverts, Bridges -

Riprap (Temp)

Seeding (Temp)

Erosion Control (Section 208)

Striping (Temp)

Striping (Perm)

Other:

Symbols

Pavement Marking (Section 627)

Other:

Rock

Seeding (Section 212)

Planting (Section 214)

Other:

Mulching (Section 213)

Landscaping

Top Soil (Section 207)

Site Grading

Embankment

Erosion Control (Perm)

Other:

Other:

Borrow

Delineators (Section 612)

Temporary

Permanent

Temporary

Sound Barrier

Other:

Permanent

Other:

Fencing (Section 607)

Grid Excavation and Embankment (Section 203)

Excavation

Reset Items (Section 210)

Removal Limits (Section 202)

Muck

Stripping

Unclassified

Verify or Determine existing topography

Clearing and Grubbing Limits (Section 201)

Verify or Determine existing grades and alignments

Interval

SpecialGrade

Other:

Seal Coat or Chip Seal (Section 409)

Heating & Scarifying Treatment

Miscellaneous

(Section 304)

Aggregate Base Course

Storm Sewer

Sanitary Sewer

Structure Excavation limits (Section 206)

Treated Subgrade

Signalization

New Bridge

SURVEY WORK TO BE PERFORMED BY OTHERS:

Other:

New Roadway Construction

Bridge Replacement

Bridge Widening

Major Reconstruction

Asphalt Overlay

Concrete Overlay

Minor Widening

Safety Improvement

Manholes (Section 604)

Irrigation

Water

Pipes (Section 603)

Slope and Ditch Paving (Section 507)

Minor Structures

Culverts (Section 603)

Riprap (Perm) (Section 506)

Other:

Sidewalk (Section 608)

TYPE OF PROJECT

Landscaping

Vertical Control

Original Terrain Data

Other:

Roadway Alignment

Horizontal Control

Format *

Roadway Elements

Retaining Walls

Curb and Gutter (Section 609)

Other:

Concrete (Section 412)

Pavements

Untreated Subgrade

Roadway Bases

Signal pole locations and elevations (Temp)

Monumentation (Section 629)

Tangent

Interval Interval

Curve

Offset

Special

Replace the specified existing monuments:

Reference the specified existing monuments:

Right of Way

Land corners, Aliquot corners

Control

Light pole locations and elevations (Temp)

Other:

Temporary Lighting and Construction Traffic Control Devices (Section 630)

Grid Special (Y/N)

R o a d w a y

B a s e s

P a v e m e n ts

G u tt e r

C u rb

E x c a v a ti o n m b a n k m e n t

(Y/N)(Y/N)

Property Pin Ties

Major Structures

Minor Structures

Slope Staking

Grading

Horizontal Alignment

Vertical Control (i.e. Benchmarks)

Horizontal Control (Primary & Secondary)

Other Fieldbook(s):

One fieldbook for each work category shown on this sheet

TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS

PROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION:

WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 625:

GENERAL NOTES:

Herbicide (Section 217)

Y

Y

50 FT

* Specify the information format, ie., plan sheet, computer disk, computer printout, or other.

The information marked is either contained on the plans or is available from the Engineer.

Offset Special

Grade (Y/N) Interval

Grid Special (Y/N)

Special Interval Offset

Slope Staking

Guard Rail (Section 606)

Right of Way (Temp Staking by P.L.S. Only)

Interval Interval

Center

- - -S ta ti o n in g

Overlay Stationing

Left Right

Interval

Erosion Logs

HMA - Hot Mix Asphalt (Section 403)

Sign Locations (Temp)

Sign locations

Other:

Potholing

Erosion Bales

Concrete Box Culverts (Section 603) w/ Headwalls and Wingwalls (Section 601)

Bridge expansion joint(s) alignment and grade (longitudinal and transverse) (See General Notes) As Staked Earthwork Quantities

(Section 407) Prime Coat, Tack Coat & Rejuvenating Agent alignment and grades (Section 604)

Drop inlets -required for Bridges (Subsection 601 .12) and Overhead signs (S-614-50) Substructure As-constructed survey

Field verify sign post locations, elevations, and lengths before fabrication.

Easements

Silt Fence be done in accordance with the latest edition of the CDOT Survey Manual.

1. Unless indicated otherwise on this Survey Tabulation Sheet, all survey work and staking intervals shall the Contractor's surveyor.

on the plans. Any additional information required to stake the item or element shall be generated by

2. Adequate information for establishing lines, grades, and locations for all work items have been specified days prior to the Presurvey Conference - Construction Survey. 10 Engineer blank line to the left of the specified items, shall be submitted with the Survey Schedule to the items indicated on this sheet. A copy of this sheet, with the estimated man-hours written on the

3. The Contractor's surveyor shall provide an estimate of the man-hours necessary to complete the work

8. The Contractor shall coordinate construction staking on the project with any utility work.

10. The Contractor's surveyor shall submit the following fieldbooks to the Engineer:

Culverts w/ Headwalls and Wingwalls (Section 601)

Concrete Box Culverts w/ Headwalls and Wingwalls information, such as point numbers, to the sketch.

measured information. Non-linear surveys such as structures staking shall have sketches relating electronic linear surveys, such as slope stakes and blue tops, shall have the station and offset information related to the copy format that is intuitive, clear and related to the supplemental information recorded in the field books. All information is collected electronically, information recorded shall be provided to the Project Engineer in a hard shall contain: date, crew members' names, point no., description, staking information, and sketches. If the survey

9. Fieldbooks shall contain daily records of points set and or measurements observed. The information recorded replaced by the Contractor at no additional cost to the Department.

4. Stakes and Monuments which are damaged or destroyed by the progress of construction shall be

NOTE: All 629 items shall include adequate research, calculations, and evaluations of evidence for monuments to be set.

** A Tabulation of Survey Monuments may be provided on the plans.

(Y/N)

Locate monuments. It is estimated hours are required.

All Easements (Temp Staking by P.L.S. Only)

5.

Contractor shall certify in writing to the Engineer that the final grade is within specified tolerance.

6. Prior to beginning work on any subsequent operation, such as placing base course or paving, the into field grades.

7. The Contractor's surveyor shall perform all field surveying and calculations necessary to tie plan grades

Permanent Water Quality BMP (Section 208)

WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 629:

3D Design Modeling Electronic Files

Engineer. The Contractor shall field verify original ground cross sections at a maximum 500 feet intervals.

data report and a computer disk with that information on it, in the specified format shall be submitted to the

CDOT Survey Manual. A printed copy of the As Staked (or 3D Design Modeling Electronic Files) Earthwork to the Engineer prior to completion of twenty percent (20%) of the planned earthwork in any phase as per the

The Contractor shall furnish an As Staked (or 3D Design Modeling Electronic Files) Earthwork Quantity report

Establish and Maintain Project Centerline or Engineer Approved Offset Line(s)

Verification and Maintenance of Horizontal and Vertical Control

A complete passing Base Line report (completed within 6 months prior to the start of the project)

An instrument calibration Certification (completed within 6 months prior to the start of the project)

11. The Contractor's surveyor shall submit the following (prior to surveying on the project) to the Engineer:

All required Instrument Calibrations

Y 50'

Y

50'

YES 50 FT

YES 50 FT

Base

PMBB - Plant Mix Bituminous

Reconditioning

Other:

Plan Sheets

Plan Sheets

Plan Sheets

131 OF 1SURVEY

(1)

(4) Total Sheets

(1)

3.03-3.04 (2)

Title Sheet

Coordinate Tables

Plan Sheet commenced more than ten years from the date of the certification shown hereon.

defect. In no event may any action based upon any defect in this survey be upon any defect in this survey within three years after you first discover such NOTICE: According to Colorado law you must commence any legal action based

3.02

3.01

Sheet Revisions Date Description Initials

XXXXXXXX XXX

Project Number: XXXXX

Virginia Canyon Road - Virginia StreetProject Location:

Idaho Springs, CO

Project Code: Last Mod. Date Sheet No.

XXXXXX

Project Control Diagram

Title Sheet

Subset

11-30-22 3.01 mm/dd/yy

N O

I T

A T

R O

PSNART FO T

P

L

O C

T N

EMUNOM LOT

N

O C

YWH E

T

A T

S

TSOP

E

L I

M

PROJECT LOCATION MAP

PLS No. 33200 either expressed or implied.

Transportation publications. This statement is not a guaranty or warranty, applicable standards of practice defined by Colorado Department of based upon my knowledge, information and belief is in accordance with survey it represents was performed under my responsible charge and, Transportation this Project Control Diagram was prepared and the field

State of Colorado, do hereby state to the Colorado Department of

I, Roger D. Nelson, a professional land surveyor licensed in the

WC

PROPERTY PIN BLM MARKER NOAA MARKER

USGS MARKER BENCH MARK

MONUMENT

SET EASEMENT

EASEMENT POINT

TEMPORARY

1 1

SECTION CORNER

MARKER

RIGHT OF WAY

WITNESS CORNER

MARKER

RIGHT OF WAY

FEDERAL MONUMENT

MONUMENT

LOCAL OR PLSS

MONUMENT

SECONDARY CONTROL

MONUMENT

PROJECT CONTROL

CONTROL MONUMENT

DENSIFICATION

NETWORK CONTROL MONUMENT

HIGH ACCURACY REFERENCE

AND SECTION CORNERS

QUARTER, SIXTEENTH,

AND SECTION CORNERS

QUARTER, SIXTEENTH,

SHEET NO. INDEX OF SHEETS

SURVEYOR STATEMENT (PROJECT CONTROL DIAGRAM)

DEPARTMENT OF TRANSPORTATION

STATE OF COLORADO

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3' xƒ" dia. aluminum security rod on a 3' xƒ" dia. smooth aluminum rod.

monuments, a 3‚" dia. aluminum control monument cap (as shown) on a

CM-MP - Control Point Monuments set by CDOT. They are CDOT Type 2

Not to Scale

Typical Control Monument Cap

PROJECT CONTROL DIAGRAM

State of Colorado

County of Clear Creek of the 6th Principal Meridian

Township 3 South, Range 73 West

Sections 35 and 36

Virginia Canyon Road - Virginia Street

Lineal Units = U.S. Survey Feet

N 10.38

E 3.81

EL 0.00

N 10.13

E 3.81

EL 0.00

N 9.88

E 3.81

EL 0.00

features are shown as full weight without screening.

features are shown as screened weight (gray scale). Proposed or new

Department of Transportation M&S Standards Publication. Existing plans, please refer to the M-100-1 Standard Symbols of the Colorado

Note: For a complete listing of symbololgy used within this set of survey monument descriptions.

The Colorado Department of Transportation, M & S Standards for typical

Refer to the M-629-1 Survey Monuments of the Standard Plans found in 3.

Professional Land Surveyor hereon named.

is not valid unless this copy bears an original signature of the current. The information contained on the attached drawingthe most set. It is the user's responsibility to verify with CDOT that this set is

This plan set is subject to change and may not be the most current2.

purposes only.

property and is prepared for the Colorado Department of Transportation

This Project Control Diagram is not a boundary survey of the adjoining1.

General Notes:

* 1.00037280 - 2001091.221).

Project Coordinates Easting US Survey Feet = (State Plane Coordinate Easting

* 1.00037280 - 1000632.563).

Project Coordinates Northing US Survey Feet = (State Plane Coordinate Northing datum.

coordinates to project coordinates. The CHARN is based on the NAD '83(92) in the Northing and 2001091.221 in the Easting after converting from state plane

1.00037280. The resulting project coordinates are truncated by 1000632.563 used to modify the coordinates from state plane to project coordinates is

Central Zone 0502 NAD '83/(92) coordinates. The combined elevation/scale factor

COORDINATE DATUM: Project coordinates are modified Colorado State Plane elevation of 7494.99ft.

a 3-1/2" Dia. aluminum cap set in a concrete sidewalk, with a NAVD 88

Basis of Elevations: Project elevations are based on CDOT MSM CP 7925, on the Colorado High Accuracy Reference Network (CHARN).

survey data was obtained from a Global Positioning System (GPS) survey base

Orange Plastic Survey Cap set on No.6 Rebar stamped "BHI CONTROL". The set in concrete sidewalk stamped "CDOT MSM CP 7925" to 1-1/4" Diameter on a grid bearing of N73°54'52"W from 3-1/4" Diameter CDOT Aluminum Cap

Basis of Bearings: Bearings used in the calculations of coordinates are based

2000'0' 1000' 4000'

Sheet Revisions Date Description Initials

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Project Number: XXXXX

Project Location:

Project Code: Last Mod. Date Sheet No.

XXXXXX

Coordinate Tables

Project Control Diagram

Subset

3.0211-30-22 mm/dd/yy

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3.02 of 3.04

Idaho Springs, CO

Virginia Canyon Road - Virginia Street

SEE COVER SHEET 3.01 OF 3.04 FOR THE SEAL AND SIGNATURE.

W

CONIFEROUS

SPREAD= 8'

Ø= 14"

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OUTSIDE CITY LIMITS

OUTSIDE CITY LIMITS

CITY LIMITS

1"DIA. HEXAGONAL ROD

ELEV: 7605.284

E: 993710.122

N: 695751.527

NO.5 REBAR STAMPED "BHI CONTROL"

1-1/4"DIA. ORANGE PLASTIC CAP ON

SCALE: 1" = 200'

200'0' 100' 400'

Sheet Revisions Date Description Initials

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Project Number: XXXXX

Virginia Canyon Road - Virginia StreetProject Location:

Idaho Springs, CO

Project Code: Last Mod. Date Sheet No.

XXXXXX

Project Control Diagram

Subset

11-30-22 3.03 mm/dd/yy Plan Sheet

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VIRGINIA STREET

VIRGINIA STREET

ELEV: 7539.675

E: 995850.186

N: 695484.436

34579 6070 2017"

"ZBS INC PLS

SIDEWALK STAMPED

SET IN CONCRETE

3-1/2"DIA. ALUMINUM CAP

ELEV: 7553.806

E: 996394.867

N: 695018.587

CONTROL MONUMENT MILE POST 240.1"

STAMPED "COLO DEPT OF HIGHWAYS

3-1/4"DIA. CDOT ALUMINUM CAP

ELEV: 7590.555

E: 996041.460

N: 695726.469

IRON PIPE STAMPED "ITS 36 LS 25737"

3-1/4"DIA. ALUMINUM CAP ON 2-1/4"DIA.

ELEV: 7610.341

E: 996050.411

N: 695826.517

REBAR STAMPED "ITS 37 LS 25737"

3-1/4"DIA. ALUMINUM CAP ON NO.6

ELEV: 7659.331

E: 996027.413

N: 696382.331

"BLM T3S R73W 38 S36 IST 1992"

2-1/4"DIA. IRON PIPE STAMPED

3-1/4"DIA. BLM BRASS CAP ON

ELEV: 7593.920

E: 996255.712

N: 695968.850

R73W IST 41 S36 1992"

CAP STAMPED "BLM T3S

3-1/4"DIA. BLM ALUMINUM

ELEV: 7627.549

E: 994856.868

N: 695723.402

"GREG MARKLE ISTS 35 25373"

3" DIA. IRON PIPE STAMPED

3-1/4"DIA. ALUMINUM CAP ON

ELEV: 7565.202

E: 996154.403

N: 695686.955

"BHI CONTROL"

NO.5 REBAR STAMPED

PLASTIC CAP ON

1-1/4"DIA. ORANGE

ELEV: 7644.727

E: 996215.538

N: 696390.320

R73W 39 S36 IST 1992"

PIPE STAMPED "BLM T3S

CAP ON 2-1/4"DIA. IRON

3-1/4"DIA. BLM BRASS

SEE COVER SHEET 3.01 OF 3.04 FOR THE SEAL AND SIGNATURE.

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OUTSIDE CITY LIMITS

OUTSIDE CITY LIMITS

CITY LIMITS

VIRGINI

A STREET VIRGINIA STREET

WALL STREET

WALL STREET

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1"DIA. HEXAGONAL ROD

ELEV: 7555.356

E: 996486.971

N: 695024.959

NO.5 REBAR STAMPED "BHI CONTROL"

1-1/4"DIA. ORANGE PLASTIC CAP ON

SCALE: 1" = 200'

200'0' 100' 400'

Sheet Revisions Date Description Initials

XXXXXXXX XXX

Project Number: XXXXX

Virginia Canyon Road - Virginia StreetProject Location:

Idaho Springs, CO

Project Code: Last Mod. Date Sheet No.

XXXXXX

Project Control Diagram

Subset

11-30-22 3.04 mm/dd/yy Plan Sheet

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ELEV: 7539.675

E: 995850.186

N: 695484.436

34579 6070 2017"

"ZBS INC PLS

SIDEWALK STAMPED

SET IN CONCRETE

3-1/2"DIA. ALUMINUM CAP

ELEV: 7553.806

E: 996394.867

N: 695018.587

CONTROL MONUMENT MILE POST 240.1"

STAMPED "COLO DEPT OF HIGHWAYS

3-1/4"DIA. CDOT ALUMINUM CAP

ELEV: 7565.202

E: 996154.403

N: 695686.955

"BHI CONTROL"

NO.5 REBAR STAMPED

PLASTIC CAP ON

1-1/4"DIA. ORANGE

ELEV: 7644.727

E: 996215.538

N: 696390.320

R73W 39 S36 IST 1992"

PIPE STAMPED "BLM T3S

CAP ON 2-1/4"DIA. IRON

3-1/4"DIA. BLM BRASS

ELEV: 7593.920

E: 996255.712

N: 695968.850

R73W IST 41 S36 1992"

CAP STAMPED "BLM T3S

3-1/4"DIA. BLM ALUMINUM

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ELEV: 7572.571

E: 996292.954

N: 695855.585

41 S36 MS 6377 MS 188 1992"

IRON PIPE STAMPED "BLM T3S R73W IST

3-1/4"DIA. BLM BRASS CAP ON 2-1/2" DIA.

ELEV: 7504.293

E: 997487.671

N: 695385.868

MARK W445 2000"

BRIDGE STAMPED "NGS VERTICAL CONTROL

3-1/2"DIA. NGS BRASS CAP SET IN CONCRETE

ELEV: 7494.99

E: 998613.62

N: 694977.81

STAMPED "CDOT MSM CP 7925"

SET IN CONCRETE SIDEWALK

3-1/4"DIA. CDOT ALUMINUM CAP

ELEV: 7540.054

E: 997719.625

N: 695721.630

STAMPED "5 / 2 MS236 LS 25373"

2-1/2"DIA. ALUMINUM CAP

ELEV: 7516.016

E: 997453.772

N: 695635.243

NO.5 REBAR STAMPED "BHI CONTROL"

1-1/4"DIA. ORANGE PLASTIC CAP ON

BASIS OF BEARING: N73° 54' 52"W 2559.42'

SEE COVER SHEET 3.01 OF 3.04 FOR THE SEAL AND SIGNATURE.

GOOD

POST DIA=1.000"

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

208+00

209+00

11+

N '5

.0

E

S '0 .8

"E

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.3

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.13

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P O

N84°38'56.39"E

202.79'

N83°52'31.26"E

133.91'

N89°06'27.72"E

13.71'

N83°52'31.26"E

70.14'

0+0

0.0

STA.

POB

301+5 0.00

STA.

POE =

S05°29'47.01"E

150.00'

HCL VIRGINIA CANYON ROAD STA. 101+39.13 =

HCL VIRGINIA STREET STA. 200+19.55

P I S

T A . 2

.8

PI STA. 204+20.55

PI STA. 203+50.41

PI STA. 203+36.70

P I S

T A. 2

+0

.7

HCL VIRGINIA STREET STA. 201+72.98

HCL ILLINOIS STA. 300+00.00 =

1+

N07°17'20.57"W 189.78'

.0

.9

T

.1

.3

.8

.2

.9

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.7

.5

.5

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N00°22'43.00"W

325.00'

N00°48'44.48"W

130.00'

N01°59'05.47"W

380.00'

N05°50'18.78"W

182.01'

P I

S T

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.0

P I

S T

A

.0

P I

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N20°01'57.19"W

126.99'

N12°38'05.72"W

137.60'

N06°21'42.52"W

77.64'

N10°57'33.66"W

97.68'

N23°47'19.20"W

84.71'

HCL VIRGINIA STREET

HCL VIRGINIA CANYON ROAD

HCL ILLINOIS

100'0' 50' 200'

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

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Init.CommentsDate:

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File Name:

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10348801_GEO_SHT-01.dgn.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

M. BAUER

M. BAUER

1 OF 2GEOMETRY

GEOMETRIC LAYOUT

VIRGINIA CANYON RD/VIRGINIA ST

1"=200'

COORDINATE GEOMETRY

VIRGINIA CANYON RD/VIRGINIA ST

M. BAUER

D. MADDOCK

GEOMETRY 2 OF 2 19

N/A Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

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Void: Sheet Subset:

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10348801_GEO_SHT-02.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

IR

S A

M

M

M

M

C O

M

M

M

M

M

H P

M M

R O

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AY S

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H = 0.0' X

W = 0.0'

S

TO

P

C O

LO

R = R

E D

R O

A D

W

AY S

IG

N

H = 9.0' X

W = 0.0'

B

LIN

D D

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IV

E W

AY

C O

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R = Y

E

LLO

W

T P

O S T

EXISTING ROW

8.84' LT.

STA. 101+13.08,

ASPHALT MAT

BEGIN REMOVAL OF

17.74' RT.

STA. 201+00.44,

BEGIN REMOVAL OF CURB

22.28' RT.

STA. 101+13.24,

BEGIN REMOVAL OF CURB

BEGIN REMOVAL OF ASPHALT MAT

27.68' RT.

STA. 101+25.71,

END REMOVAL OF CURB

EXISTING ROW

SEE TYPICAL SECTION

FACE OF RETAINING WALL.

SAWCUT 2' CLEAR FROM EXISTING

SEE TYPICAL SECTION

FACE OF RETAINING WALL.

SAWCUT 2' CLEAR FROM EXISTING

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL PROTECT IN

EXISTING RETAINING

EXISTING ROW

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

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A M p w

\p w h d r u s c e n

:H D

R

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C e n tr a l_

\D o c u m e n ts \C it y o f

I d a h o

S p r in g s

C o lo r a d o \I d a h o

S p r in g s

V ir g in ia

S tr e e t\

.0

C

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\6 .2

W

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\S h e e ts

\P h a s e

\2

10348801_RM_SHT01.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

V I R

G I N

N Y

S

A

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M

A T

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N

E

VIRGINIA STREET STA 201+50

.00MATCH LINE

M. BAUER

M. BAUER

1 OF 7REMOVALS

100+00.00 TO 105+50.00

ROADWAY REMOVALS

VIRGINIA CANYON ROAD

NOTES:

RETAINING WALLS.

PROTECT IN PLACE ALL EXISTING3.

DRAINAGE PLANS.

ADJUSTMENTS, REFER TO GRADING AND

FOR DRAINAGE REMOVALS, RESETS AND2.

MODIFICATION PLANS.

ADJUSTMENTS, REFER TO UTLITY

FOR UTILITY REMOVALS, RESETS AND1.

REMOVAL OF ASPHALT MAT

LEGEND

EXISTING PROP. LINE

OWNERSHIP LOT LINE

PL

OR GUTTER

REMOVAL OF CURB AND/

40'0' 20' 80'

1"=40'

SIGN

RESET

PLACE

WALL. PROTECT IN

EXISTING RETAINING

P L

A C

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S T

B E

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IN

C O

N S

T R

U C

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A

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V I R

G I N

VIRGINIA CANYON RD

38.48' RT.

STA. 101+42.45,

CURB AND GUTTER

BEGIN REMOVAL OF

ASPHALT MAT

END REMOVAL OF

20.15' RT.

STA. 103+54.78,

CURB AND GUTTER

END REMOVAL OF

18.61' RT.

STA. 103+72.47,

CURB AND GUTTER

BEGIN REMOVAL OF

22.62' RT.

STA. 104+34.49,

CURB AND GUTTER

BEGIN REMOVAL OF

23.07' RT.

STA. 103+98.02,

CURB AND GUTTER

END REMOVAL OF

20.82' RT.

STA. 105+18.87,

CURB AND GUTTER

END REMOVAL OF

21.26' RT.

STA. 105+23.42,

CURB AND GUTTER

BEGIN REMOVAL OF

39.87' RT.

STA. 101+26.48,

ASPHALT MAT

END REMOVAL OF

19.43' LT.

STA. 101+23.50,

ASPHALT MAT

END REMOVAL OF

19.43' LT.

STA. 101+37.45,

ASPHALT MAT

END REMOVAL OF

RESET

OF STREET

THIS SIDE

SIGN

GROUND

RESET

OF STREET

THIS SIDE

SIGN

GROUND

RESET

OF STREET

THIS SIDE

SIGN

OF STREET

THIS SIDE

IN PLACE

PROTECT

16.06' RT.

STA. 200+58.17,

ASPHALT MAT

BEGIN REMOVAL OF

0.00' RT.

STA. 200+58.17,

ASPHALT MAT AND CURB & GUTTER

BEGIN REMOVAL OF

200+00

201+00

S A

M

M

M

M

M

H P

EXISTING ROW

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL. PROTECT IN

EXISTING RETAINING

PLACE

WALL PROTECT IN

EXISTING RETAINING

EXISTING ROW

EXISTING ROW

EXISTING ROW

17.61' RT.

STA. 107+67.00,

AND GUTTER

ASPHALT MAT & CURB

END REMOVAL OF

0.00' RT.

STA. 107+67.00,

AND GUTTER

ASPHALT MAT & CURB

END REMOVAL OF

20'0' 10' 40'

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

1711 Miner Street

Phone:303-567-4421 303-567-4955FAX:

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number Subset Sheets:

Init.CommentsDate:

Sheet Revisions As Constructed 4/23/2024Print Date:

Horiz. Scale: Vert. Scale: As Noted

File Name:

Unit Information

M A

B A

U E

R

:1 :3

A

M p w

\p w h d r u s c e n :H

D R

U

S C e n tr a l_

\D o c u m e n ts

\C it y o f I d a h o S p r in g s C o lo r a d o \I d a h o S p r in g s V ir g in ia S tr e e t\

.0

C

A D

B

I M

\6 .2

W

I P

\R o a d w a y \S h e e ts

\P h a s e

\2

10348801_RM_SHT02.dgn

Project No./Code the cover page(s) drawings are applied to

All seals for this set of

Phone: 303-764-1520

1670 BROADWAY, SUITE 3400

Fax: 303-860-7139

DENVER, COLORADO 80202

XX

M. BAUER

M. BAUER

X OF XREMOVALS

STA. 105+50 TO STA. 111+00

REMOVAL PLANS

VIRGINIA CANYON ROAD

OWNERSHIP LOT LINE

EXISTING PROP. LINE

OR GUTTER

REMOVAL OF CURB AND/

REMOVAL OF ASPHALT MAT

LEGEND

40'0' 20' 80'

LP

NOTES:

RETAINING WALLS.

PROTECT IN PLACE ALL EXISTING3.

DRAINAGE PLANS.

ADJUSTMENTS, REFER TO GRADING AND

FOR DRAINAGE REMOVALS, RESETS AND2.

MODIFICATION PLANS.

ADJUSTMENTS, REFER TO UTLITY

FOR UTILITY REMOVALS, RESETS AND1.

V I R

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A

.0

M A

T

VIRGINIA CANYON RD

17.77' RT.

STA. 107+13.65,

CURB AND GUTTER

END REMOVAL OF

18.11' RT.

STA. 107+17.40,

CURB AND GUTTER

BEGIN REMOVAL OF

OF STREET

THIS SIDE

SIGN

GROUND

ONE LANE

TO

NARROWS

ROAD

SIGN

GROUND

RESET

CAUTION

OF STREET

THIS SIDE

SIGN

GROUND

H P

G A S P

IP

E L

IN

E M

A R

K E R

C A R S O

N

IT

E

SA

Department of Public Works

City of Idaho Springs

Idaho Springs, CO 80452

17…