EN-25-PAVE-1 Bid Plans.pdf

INDEX OF SHEETS

E-470

IN

T

E R

S T

A T

E

Y O

R K

S T

THORNTON

BRIGHTON

H O

L L

Y

S T

144TH AVE

US 7

Q U

E B

E C

T

TITLE SHEET

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

MSSE OVERLAY PLAN

OVERLAY PLAN

BRIDGE JOINT DETAILS

TYPICAL SECTION

& ITEM TABULATIONS

SUMMARY OF APPROXIMATE QUANTITIES

GENERAL NOTES

M&S STANDARDS

TITLE SHEET

7-19

STA. 2209+50 TO STA. 2550+00

E-470 MAINLINE

MILL AND OVERLAY

STA. 2209+50

E-470 MAINLINE

BEGIN MILL AND OVERLAY

STA. 2550+00

E-470 MAINLINE

END MILL AND OVERLAY

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TOLL PLAZA E TO I-25

2025 RESURFACING FROM

E-470 PUBLIC HIGHWAY AUTHORITY

NO. BY PURPOSE DATE NO. BY PURPOSE DATE NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

2500'0' 1250' 5000'

CONTRACT NO. EN-25-PAVE-1

BID PLANS JUNE 10, 2025

STANDARDS PLANS LISTF

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NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

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NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

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

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

STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)

M-216-1 33-34

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

CORRUGATED 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) 228-240

COLORADO

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

PLAN NUMBER M STANDARD TITLE PAGE NUMBER

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

(7 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 APRIL 3, 2025)

(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 FEBRUARY 9, 2023)

(REVISED ON JULY 13, 2020)

(REVISED ON SEPTEMBER 10, 2020)

(REVISED ON SEPTEMBER 21, 2020)

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

(NEW, ISSUED ON SEPTEMBER 30, 2020)

(REVISED ON MARCH 1, 2024)

(REVISED ON JANUARY 31, 2022)

(REVISED ON MARCH 7, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON APRIL 3, 2025)

(REVISED ON FEBRUARY 3, 2023)

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

(NEW, ISSUED ON JUNE 15, 2023)

(REVISED ON APRIL 30, 2024)

Revised on April 3, 2025

MARCH 1, 2024)

(REVISED ON

(REVISED ON MARCH 1, 2024)

(REVISED ON MARCH 1, 2024)

MARCH 1, 2024)

(REVISED ON

MARCH 1, 2024)

(REVISED ON

J-POST SIGN SUPPORT (3 SHEETS)S-614-23 (NEW, ISSUED ON MAR. 1, 2024)

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

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

(REV. DEC. 20, 2024)

(REVISED ON APRIL 4, 2024)

CHAIN STATION SIGNAGE (1 SHEET)S-614-15 (NEW, ISSUED ON APRIL 30, 2024)

APRIL 4, 2024)

(REVISED ON

(REVISED ON MAY 16, 2024)

M-400-1 SAFETYEDGE FOR PAVEMENT

(NEW, ISSUED ON DECEMBER 12, 2024)

GENERAL NOTES PAVING AND MILLING NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

TRAFFIC CONTROL NOTES

GENERAL NOTES

13.

12.

11.

10.

INCIDENTAL TO ITEM 630.10000 CONSTRUCTION ZONE TRAFFIC CONTROL.

TEMPORARY PAVEMENT MARKINGS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED

STANDARD PLANS AND SPECIFICATIONS BEFORE ANY TRAFFIC LANE IS OPENED TO TRAFFIC. THE COST OF

FULL COMPLIANCE TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH CDOT

.UNLESS APPROVED BY THE AUTHORITYHOURS: MONDAY THROUGH SUNDAY FROM 6:00 AM UNTIL 7:00 PM, NO WORK WILL BE PERMITTED DURING THE FOLLOWING RESTRICTED TRAFFIC CONTROL RESTRICTIONS.

THE SPEED LIMIT IN ALL WORK ZONES DURING CONSTRUCTION ACTIVITIES SHALL BE 55 MPH.

SEPARATE TRAFFIC CONTROL ITEMS WILL NOT BE MEASURED AND PAID FOR SEPARATELY.

APPROVED BY THE AUTHORITY. CONSTRUCTION TRAFFIC CONTROL WILL BE PAID AS A LUMP SUM ITEM.

ALL MHT PLANS SHALL COMPLY WITH CDOT M&S STANDARDS AND THE MUTCD UNLESS OTHERWISE

METHOD OF HANDLING TRAFFIC (MHT) PLANS TO THE AUTHORITY FOR APPROVAL PRIOR TO CONSTRUCTION.

CONSTRUCTION TRAFFIC CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL SUBMIT

THIS PROJECT.

CONTRACTOR SHALL APPLY FOR A TAX-EXEMPT CERTIFICATE FROM THE DEPARTMENT OF REVENUE FOR

NORTHWEST PARKWAY PERMIT AND A NO COST CONSTRUCTION PERMIT FROM THE AUTHORITY.

THE CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL CONSTRUCTION PERMITS, INCLUDING A $350

EXCESSIVELY WET AT THE CONTRACTOR'S EXPENSE.

NATIVE SEEDING CAUSED BY ACCESS TO NO-WORK AREAS OR DURING PERIODS WHEN THE GROUND IS

ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY EXCESSIVE DAMAGE TO THE

THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THE AREAS OF PAVEMENT REPAIR INDICATED

LAYOUT OF STATIONING EVERY 1000FT MAXIMUM

LAYOUT OF PARVEMENT MARKINGS

LAYOUT OF RUMBLE STRIPS

SHALL COMPRISE OF, BUT NOT BE LIMITED TO, STAKING AS FOLLOWS:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING. CONSTRUCTION SURVEYING

APPROVED BY THE AUTHORITY.

THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR CONSTRUCTION EQUIPMENT IN AREAS NOT

TBMS LINE.

FIBER OPTIC LINE (TBMS). THE AUTHORITY WILL LOCATE ALL AUTHORITY OWNED UTILITIES INCLUDING THE

CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE GENERAL AREA OF THE AUTHORITY'S

NO EXCAVATION OR UNDERGROUND WORK IS ANTICIPATED WITH THIS CONTRACT. HOWEVER, THE

NECESSARY TO AVOID DAMAGE THERETO.

MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE

UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR

THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND

AT LEAST THREE (3) DAYS (NOT INCLUDING THE NOTIFICATION) PRIOR TO ANY EXCAVATION OR EARTHWORK.

THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987

DRAWINGS.

THE PHYSICAL FEATURES SHOWN ON THE PLAN SHEETS ARE BASED ON THE LATEST AVAILABLE AS-BUILT

2019".

(CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND CDOT "M&S STANDARDS, ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION

24.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

THE GENERAL PROVISIONS.

THE SMOOTHNESS INCENTIVE FOR THIS PROJECT SHALL BE SMOOTHNESS CATEGORY A. SEE SECTION 105.07 OF

SKI-TYPE DEVICE OF AT LEAST 30 FEET IN LENGTH.

PAVERS SHALL BE EQUIPPED WITH AUTOMATIC SCREED CONTROLS WITH SENSORS CAPABLE OF WORKING WITH

GRINDING MACHINE AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS.

SMA PAVEMENT SURFACE SHALL BE RECESSED PRIOR TO APPLICATION OF EPOXY PAVEMENT MARKINGS USING A

RUMBLE STRIP FROM PAVEMENT MARKING LINE SHALL MATCH EXISTING CONDITIONS.

INCLUDED AT ALL LOCATIONS WHERE EXISTING RUMBLE STRIPS HAVE BEEN REMOVED AND REPAVED. OFFSET OF

RUMBLE STRIPS SHALL BE INSTALLED PER CDOT STANDARD M-614-1, SHEET 1 DATED 07/31/19, AND SHALL BE

PAVING THE TOP LIFT.

THE CONTRACTOR SHALL USE A MATERIAL TRANSFER DEVICE, CAPABLE OF RE-MIXING ASPHALT MATERIALS, WHEN

THERE WILL BE NO MATERIAL INCENTIVES PAID TO THE CONTRACTOR FOR THIS PROJECT.

FULL COMPLIANCE STRIPING USING TEMPORARY PAINT WILL BE REQUIRED AT THE END OF EACH PAVING SHIFT.

ALL MILLINGS WILL BECOME THE PROPERTY OF THE CONTRACTOR.

ALL MILLED SURFACES SHALL BE OVERLAYED IN THE SAME WORK SHIFT.

403.33741 HMA.

FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO ITEM 403.09221 STONE MATRIX ASPHALT AND ITEM

PART WATER, APPLIED AT THE RATE OF 0.10 GAL/SY (DILUTED). TACK COAT WILL NOT BE MEASURED AND PAID

DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART EMULSIFIED ASPHALT AND ONE

A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) SHALL BE APPLIED BETWEEN PAVEMENT COURSES.

BEGINS.

LIMITS AND DEPTHS OF MILLING SHALL BE CONFIRMED AT EACH LOCATION BY THE ENGINEER BEFORE MILLING

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ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

SOAQ & ITEM TABULATIONSF

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P

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NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

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NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

TO THE HMA ITEM 403.33741.

6. PAVEMENT MARKING PAINT (WATERBORNE) NOT PAID FOR SEPERATELY, BUT INCLUDED AND CONSIDERED SUBSIDIARY

THE HMA ITEM 403.33741.

5. TACK COAT & EMULSIFIED ASPHALT NOT PAID FOR SEPERATELY, BUT INCLUDED AND CONSIDERED SUBSIDIARY TO

4. ITEM 403.33741 - 2" OVERLAY OF ALL PAVEMENT AT MSSE LOT.

REPAIRS.

3. ITEM 403.00720 - HAND PLACED OR PAVED HMA (PATCHING) FOR REPAIR OF LARGE CRACKS AND FULL DEPTH

2. ITEM 202.00226 - REMOVAL OF APPROX. 350 SY OF FAILED PAVEMENT.

DRAINAGE INLET, AND CURB AND GUTTER. ALSO INCLUDES 4" DEEP X 2" WIDE MILLING FOR LARGE CRACK REPAIR.

1. ITEM 202.00246 - INCLUDES 7 FOOT WIDE 0"-2" TRANSITION MILLS AROUND BUILDING, CONCRETE TANK PADS, SUMMARY OF QUANTITIES - MSSE LOT NOTES:

(ONE LANE CLOSURE IN EACH DIRECTION).

QUANTITIES FOR TRAFFIC CONTROL BASED UPON A MAXIMUM OF TWO ACTIVE WORK ZONES UP TO 3 MILES IN LENGTH

CONSTRUCTION ZONE TRAFFIC CONTROL (INFORMATION ONLY) NOTES:

SMA ITEM 403.09221.

1. TACK COAT & EMULSIFIED ASPHALT NOT PAID FOR SEPERATELY, BUT INCLUDED AND CONSIDERED SUBSIDIARY TO THE

SUMMARY OF QUANTITIES - MAINLINE AND RAMPS NOTES:

SURFACE PER THE APPROVAL OF THE ENGINEER

TYPICAL 2 INCH MILL AND OVERLAY OF TOP PAVEMENT

AUXILLIARY LANE MILLING AND PAVING ANTICIPATED.

REGARDING THE LIMITS OF RAMP GORE, RAMP, AND

SEE OVELAY PLAN SHEETS FOR MORE INFORMATION

THE APPROVAL OF THE ENGINEER

DETERMINE AND FIELD VERIFY THESE LOCATIONS WITH

SURFACE MUST BE CORRECTED. CONTRACTOR TO

MILL DEPTH MAY VARY IN LOCATIONS WHERE UNEVEN

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ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

(TYP 10')

OUTSIDE SHLDR

(TYP. 4')

INSIDE SHLDR

(TYP 10')

OUTSIDE SHLDR

(TYP. 4')

INSIDE SHLDR

FROM TOLL PLAZA E TO NORTHERN LIMIT AT I-25/E470

(STA 2209+50 - STA 2550+00)

E-470 MAIN LANES

EXISTING GROUND

TYPICAL SECTION

EXIS

TIN

G

GROUND

LANES (TYP.)

TWO 12' TRAVEL

LANES (TYP.)

TWO 12' TRAVEL

BRIDGE JOINT DETAILS

BRIDGE JOINT DETAILS

CONSIDERED SUBSIDIARY TO PAY ITEM 408.

BRIDGE JOINT SAW CUT AND SEAL WORK IS COVERED AND

APPROACHES DURING MILLING AND PAVING WORK.

AVOID DAMAGE TO ALL BRIDGE STRUCTURES AND BRIDGE

CONTRACTOR SHALL PROTECT ALL BRIDGE JOINTS AND

HOLLY ST., YORK ST., AND BIG DRY CREEK BRIDGES

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ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

CP 2761

CP 2760

t e s t s t a t io n t e s t s t a t io n t e s t s t a t io n

PB

SP

STA 2209+50

RESURFACING

BEGIN NB

STA 2209+50

RESURFACING

END SB

DRAINAGE

PROTECT IN-PLACE

2195 2200 2205 2210 2215

0100 100 200

SCALE IN FEET

BUILDING

OPERATIONS

PLAZA

TOLL

TOLL PLAZA DITCH

TOLL PLAZA E

(MSSE)

SITE E

SUPPORT

MAINTENANCE

OVERLAY PLAN

M A

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H L

IN

E

S T

A

C E-470

M A

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H

IN

A

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MILL AND OVERLAY

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1 \5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d \d g n \R o a d w a y S h e e ts

\E P la n R

D .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

polepole

MH

CP 2763

CP 2762

M

CO

WELL

WELL

o il g a s t e s t s t a t io n o il g a s o il g a s g a s o il g a s o il

PB

SP

PB

SP

PB

PROTECT IN-PLACE DRAINAGE

DRAINAGE

PROTECT IN-PLACE

M.U.E.

R.O.W.

0100 100 200

SCALE IN FEET

EARLY GRADING #1 & #2 FORCE MAIN

R.O.W

M.U.E

RFR 098: MOVE CROSSOVER

FINISHES: RFC DRAINAGE

M A

T C

H L

IN

E

S T

A

R.O.W.

M A

T

A

C H

99.71' LT

+00

C H

106.87' RT

+00

V8 AS-BUILT CONVERSION

PERMIT #CP-149

OVERLAY PLAN

MILL AND OVERLAY

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

CP 821

LOCALLOCAL

g a s o il t e s t s t a t io n o il g a s o il g a s

PB

PB

PB

PB

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

2270N 65° 00' 00" W

0100 100 200

SCALE IN FEET

R.O.W.

R.O.W.

EARLY GRADING #1 & #2

ROADWAY PLAN

R.O.W.

R.O.W.

R.O.W.

M.U.E.

M A

T

A

M A

T

A

C E-470L

PERMIT #034533

RAMP C

MILL AND OVERLAY

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

OVERLAY PLANF

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1 \5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d \d g n \R o a d w a y S h e e ts

\E P la n R

D .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

LOCALLOCAL

EM

EM

J

P

P

J

(E)

(E)

T

M

PROTECT IN-PLACE DRAINAGE

2275 2280

N 78° 02' 34" W

0100 100 200

SCALE IN FEET

R.O.W.

R.O .W

Q U

E B

R E

E T

R.O .W

T R

IB

U T

A R

O

D

E E

K

M A

T

A

M A

T

A

C E-470L

RAMP C

NB E-470

SB E-470

RAMP A

RAMP D

RAMP B

OVERLAY PLAN

MILL AND OVERLAY

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1 \5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d \d g n \R o a d w a y S h e e ts

\E P la n R

D .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

CP 2775

CP 2774

gas gas g a s o il t e s t s t a t io n g a s o il g a s o il t e s t s t a t io n o il g a s

T

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

0100 100 200

SCALE IN FEET

R.O .W.

R.O.W

R.

O.

W

R.

O.

W

M A

T

A

C E-470L

M A

T

A

RAMP D

RAMP

B

SB E-

NB E-4

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

M

CP 2776

CP 2775

LOCALLOCAL

gas gas gas gas gas gas gas gas gas gas

S A

S A

S A

S A

S A

S A

S A

S A

S A

S A

S A

S A

S A

S A g a s o il g a s o il t e s t s t a t io n o il g a s t e s t s t a t io n g a s o il

P

J

P

P

P

JJ

P

PB

2330 2335 2340 2345 2350 2355

N 59° 00' 00" W

0100 100 200

SCALE IN FEET

R.O.W.

H O

L

R E E T

EARLY GRADING #1 & #2

R .O .W

RELEASE HOLLY AND ADD LABELS

P.

D.

E.

P .D .E

P .D .E

M.U.E.

R.O.W.

R.O.W.

R.O.W.

M A

T C

H L

I N

E S

T A

M A

T C

H L

IN

E

S T

A

0 C E-470L

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

CP 2777

gas gas gas gas gas gas gas g a s o il o il g a s g a s o il g a s gas oil oil gasoil g a s o il o il g a s

SP

PB

PB

SP

SP

PB

2360 2365 2370 2375 2380

N 59° 00' 00" W

0100 100 200

SCALE IN FEET

M.U.E.

R.O.W.

R.O.W.

M.U.E.

M.U.E.

S

IG

N A

IT

C H

E.

2n d

AV

E.

SIGNAL DITCH AND OIL WELL ACCESS ROAD

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

H O

L

R E E T

R.

O .W

R.

O .W

C E-470L

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

J

J

P

J

J

P P

SP

PB

PB

SP

TIE-IN AT H/C

TIE-IN AT H/C

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

2385 2390

0100 100 200

SCALE IN FEET

R.O.W.

M.U.E.

R.O.W.

M.U.E.

EARLY GRADING #3

10:1

R .O .W

R.O.W.

M.U.E.

RAMP A

RAMP B

C O

L O

R A

D O

B L

V D

RAMP D

RAMP C

M A

T C

H L

I N

E S

T A

M A

T

A

O L

O R

A

B

V D

PAVEMENT

BEGIN CONCRETE

STA 186+27.31

PAVEMENT

BEGIN CONCRETE

STA 390+39.99

C H

PAVEMENT

END CONCRETE

STA 201+16.18

C H

PAVEMENT

END CONCRETE

STA 401+23.32

H C

H C

E.

2ND

STREET

C E-470L

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

post post

MH

TRL

pole

TRL

CP 2786

gas vent gas gas gas gas gas gas gas g a s o il t e s t s t a t io n o il g a s g a s o il g a s o il g a s o ilo il g a s o il g a s g a s o il g a s o il g a s o il g a s o il

C C

C

C

C

PB

TIE-IN TO H/C

TIE-IN TO H/C

DRAINAGE

PROTECT IN-PLACE

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

0100 100 200

SCALE IN FEET

U N

IO

N

P

C

IF

IC

.R

M.U .E.

M.U .E.

R.O .W.

R.O .W.

SHORT RUN

.O .W

.W

.W

R .O .W

R R

GERMAN DITCH ACCESS ROAD

GERMAN DITCH ACCESS ROAD

GERMAN DITCH

GERMAN DITCH

GERMAN

DI

TCH

RAMP B

RAMP D

M A

T

A

M A

T

A

L

O R

A

B

V D

PAVEMENT

END CONCRETE

STA 217+91.18

C H

PAVEMENT

END CONCRETE

STA 423+74.62

C HC E-470L

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

sewer sewer

PB

PB

P

J

PB

TIE-IN TO H/C

TIE-IN TO H/C

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

2455 2460

S 81° 06' 14" W

961.65'

S E

C T

IO

E

M.U.

E.

R.O.W

RAMP A

O

R K

S T

RAMP C

BIG

DRY

CREEK

0100 100 200

SCALE

M A

T

A

M A

T

A

S H

O

U

N

H C

.3

H C

.2

C H

.7

C H

.7

C E-470L

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

gas sewer sewer

PB

P

P

J

P

J

P

J

P

P

J

P

P

PB

SP

SP

P

J

P

P

J

TIE-IN TO H/C

TIE-IN TO H/C

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

2470 2475 2480 2485 2490 2495

R.O .W.

C U

N D

A

BI

G

DRY

CREEK

S A

K

L O

C A

T

U

N D

A

WETLANDS BASIN

BIG DRY CREEK

RAMP D

RAMP B

0100 100 200

SCALE

M A

T

A

M A

T

A

H C

C H

.0

C H

.0

C E-470L

OVERLAY PLAN

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1 \5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d \d g n \R o a d w a y S h e e ts

\E P la n R

D .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

F

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1 \5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d \d g n \R o a d w a y S h e e ts

\E P la n R

D .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

CP 2798

tele tele

FO

FO

MH

MH

MH

tele tele tele gas water

SP

J

J

P P

PP

PROTECT IN-PLACE DRAINAGE

PROTECT IN-PLACE DRAINAGE

2500 2505 2510 2515 2520

0100 100 200

SCALE

SACK

DIT

CH

SACK CREEK SOUTH

DETENTION POND

W A

S H

IN

G T

R E

OVERLAY PLAN

A

T

A

M.U.E.

R.O.W.

R.O.W.

M.U.E.

R.O.W.

M A

T

A

SACK DIT

CH

C E-470L

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

F

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

P la n

R

D

.d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.

PAVEMENT RESURFACING - TOLL PLAZA E TO I-25

gas gas gas

PB

P

P

P P

J

J

J

STA 2550+00

RESURFACING

END NB

STA 2550+00

RESURFACING

BEGIN SB

TIE-IN TO H/C

TIE-IN TO H/C

PROTECT IN-PLACE DRAINAGE

2525 2530 2535 2540 2545 2550

N 76° 00' 00" W

11,244.05'

RAMP C

R.O.W.

R.O.W.

M.U.E.

N . B . I-

S . B . I-

M.U.E.

0100 100 200

SCALE

R A

P

RAMP F

RAMP D

IN THE SOIL AND GROUNDWATER IN THIS AREA

HAZARDOUS MATERIALS MAY BE ENCOUNTERED

OVERLAY PLAN

R.O.W.

M A

T

A

B U

N A

L

RAMP F

RAMP D

M A

T

A

C E-470L

H C

.7

H C

.1

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MILL AND OVERLAY

SP

DRAINAGE

PROTECT IN-PLACE

DRAINAGE

PROTECT IN-PLACE

DRAINAGE

PROTECT IN-PLACE

DRAINAGE

PROTECT IN-PLACE

FULL DEPTH REPAIR AREA

~7 FOOT WIDTH

TRANSITION MILL

~7 FOOT WIDTH

TRANSITION MILL

(MSSE)

SITE E

SUPPORT

MAINTENANCE

0300 300 600

SCALE IN FEET

EARLY GRADING #1 & #2 FORCE MAIN

RFR 098: MOVE CROSSOVER

FINISHES: RFC DRAINAGE V8 AS-BUILT CONVERSION

PERMIT #CP-149

2" MILL AND OVERLAY

ADJUSTED IN THE FIELD

ARE APPROXIMATE AND MAY BE

NOTE: LIMITS OF MILL AND OVERLAY

MSSE OVERLAY PLAN

FULL DEPTH REPAIR

TRANSITION MILL

PADCONCRETE T

ANK

2" OVERLAY

F

IL

E N

A M

E

P

L O

T D

A T

E

NO. BY PURPOSE DATE NO. BY PURPOSE DATEX

A E

\E \E

F O

U R

\1

\5 f in a l-d s g n \5 d r a w in g s \1

C iv il

\c a d

\d g n \R o a d w a y

S h e e ts

\E

M

S S

E .d g n

NO. BY PURPOSE DATE

ISSUE RECORD

SHEET NUMBERISSUED DATE:

STRUCTURE NUMBER:

CONTRACT NO.

ORIGINAL E-470

Denver, CO 80222-7900

2000 South Colorado Boulevard

Suite 6000

Colorado Center Tower One

Fax (720) 540-6801

(800) 490-4966

Tele. (720) 540-6800

Short Elliott Hendrickson Inc.