UD48-25-1thru8 Ivy and Rockwell bridges.pdf

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TOWN OF

PUBLIC

CONSTRUCTION SUBACCOUNT = 10927

ESTES PARK, COLORADO

WORKS DEPARTMENT

FED. ROAD

REGION DIVISION

VIII COLO.

NO REYISIONS

PROJECT NO.

BRO M405-003

AS CONSTRUCTED

REVISED I 05/05/98 I VOID I

REVISIONS

SHEET

NO.

PLAN AND PROFILE AS CONSTRUCTED (::===:) f-----+-------+------1

( )~---+------------~----4

IVY AND

FEDERAL AID

ROCKWELL ST AT

DESIGN DATA IVY BRIDGE ROCKWELL BRIDGE

PROJECT LENGTH IN FEET

AVG. DAILY TRAFFIC ( 1992)

AVG. DAlLY TRUCK TRAFFIC

MAX. SPAN LENGTH (FT)

STRUCTURE LENGTH (FT)

MAX. GRADE (%)

MAX. HORIZONTAL CURVE (FT)

MAX. VERTICAL CURVE (FT)

N/A N/A N/A

PROJECT LOCATION

BRO M405-003

N/A N/A N/A

ROCKWELL STREET BRIDGE

IVY STREET BRIDGE

SHEET INDEX

SHEET NO.

1 .

2.

3.

4.

5.

6.

7.

8.

t.f. r, I :As ~p~

TITLE SHEET, PROJECT LOCATION MAP, AND DESIGN DATA

STANDARD PLANS LIST

SUMMARY OF APPROXIMATE QUANTITIES

TYPICAL SECTIONS AND GENERAL NOTES ~IVY STREET BRIDGE)

TYPICAL SECTIONS AND GENERAL NOTES ROCKWELL STREET BRIDGE)

ROCKWELL STREET SITE PLAN AND GROU lNG DETAILS

IVY STREET SITE PLAN AND GROUTING DETAILS

TRAFFIC CONTROL PLAN

PROJECT NO@ BRO M405 003

( ).__ _ ___,_ _______ '"---------1

BIG THOMPSON RIVER IN ESTES

LARIMER COUNTY

N

J

SCALES OF ORIGINAL DRAWINGS

ON PLAN: AS SHOWN

VICINiTY MAP

TOWN OF ESTES PARK

rROCKWELL STREET BRIDGE

/ PROJECT LOCATION

ELKHORN AVE. (STATE HWY 34 /

l r

I

1----1 w

1----1 f- (j)

1----1 '-,_,.,./ ~------

\~==~F~-~ULL~R~IV~E~R;~~--J

SECTION 25, TN5, R73W

IVY STREET BRIDGE

PROJECT LOCATION

PARK

NOTE TO OWNER:

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC. WILL NOT

BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

WHICH HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

I AS-BUILT I

ROCKY MOUNTAIN CONSULTANTS, INC.

DENVER; 8301 E. PRENTICE AVENUE..SUITE 101

ENGLEWOOD, COLORADO 80111

(303) 741-6000

LONGMONT; PREMIERE' BUILDING

700 FLORIDA AVENUE, SUITE 500

(303) 772-5282 (METRO) 665-6283

ESTES PARK; 437 SOUTH SAINT VRAIN

ESTES PARK, COLORADO 80517

(970) 586-2458 (METRO) 825-8233

FAX: (970) 586-2459

AS CONSTRUCTED INFORMATION

Contractor--=.G,;..c;:. L:.,_. ...:.H.....::O_Fc_F_C=-:O:...;cM..c....P...:._f1.c...cN..c...Y __ _

Project Engineer KERRY PROCHASKA

Project Started 1 0/2 7/9 7

Project Completed __,0"'-'5"+-/-"'0"""5.1-/""--9 8"'-------

As Constructed Plans Approved __________ _

Resident Engr. Dote

NOT TO SCALE .. --------·----------···-·--·-··---~-----··---··-----·---·---------·---·-------- ____ fi:.M:..flj_· __ !if.Q!Qt:L_4 J ~·----·----------------· .............. , .... ____________ , ...

PLAN

NUMBER

D M-100-1

D M-107-1

D M-203-1

D M-203-2

D M-203-10

D M-203-11

D M-203-12

D M-203-13

D M-206-1

- M-206-2

D M-210-1

D M-214-1

D M-412-1

D M-412-2

D M-504-1

D M-506-1

D M-510-1

D M-601-1

D M-601-2

D M-601-.3

D M-601-10

D M-601-11

D M-601-12

D M-601-20

D M-603-1

D M-603-2

D M-603-3

D M-603-10

D M-604-10

D M-604-11

D M-604-12

D M-604-13

D M-604-20

D M-605-1

D M-606-1

D M-606-12

M STANDARD

TITLE

PAGE

NUMBER

STANDARD SYMBOLS

TEMPORARY EROSION CONTROL

APPROACH ROADS

DITCH TYPES

SUPERELEV A TION CROWNED HIGHWAYS

SUPERELEVATION DIVIDED HIGHWAYS SHOULDER PIVOT

SUPERELEV A TION STREETS

SUPERELEVATION DIVIDED HIGHWAYS CENTER PIVOT ..

EXCAVATION AND BACKFILL FOR STRUCTURES (3 SHEETS)

. 1

. 4

EXCAVATION AND BACKFILL FOR BRIDGES

MAILBOX SUPPORTS ................ (2 SHEETS) 13

. 15 PLANTING DETAILS

CONCRETE PAVEMENT JOINTS . . .

CURBED CONCRETE PAVEMENT JOINTS

STEEL CRIBBING

GABIONS AND SLOPE MATTRESS

STRUCTURAL PLATE CULVERT PIPE H-20 LOADING

SINGLE CONCRETE BOX CULVERT . . . . . (2 SHEETS)

DOUBLE CONCRETE BOX CULVERT

TRIPLE CONCRETE BOX CULVERT

HEADWALL FOR PIPE CULVERTS

.. (2 SHEETS)

. (2 SHEETS)

TYPE "S" SADDLE HEADWALL FOR PIPE CULVERTS

HEADWALLS AND CULVERT OUTLET PAVING

WINGWALLS FOR PIPE OR BOX CULVERTS

METAL AND PLASTIC CULVERT PIPE

REINFORCED CONCRETE PIPE

PRECAST CONCRETE BOX CULVERT

CONCRETE AND METAL END SECTIONS

.... (2 SHEETS)

.. (2 SHEETS)

.. (2 SHEETS)

. 17

. 18

. 19

. 20

.27

. 28

. 29

.30

.33

.34

. 37

. 38

INLET, TYPE C . . .

INLET, TYPE D

CURB INLET, TYPE R . .

CONCRETE INLET, TYPE 13

MANHOLES

SUBSURFACE DRAINS

GUARDRAIL, TYPE 3, W-BEAM

GUARDRAIL, TYPE 4, CONCRETE BARRIER

.. (3 SHEETS)

. . . (12 SHEETS)

... (6 SHEETS)

. 45

PLAN

NUMBER

D M-607-1

D M-607-2

D M-607-3

D M-607-4

D M-607-10

D M-608-1

D M-609-1

D M-611-1

D M-613-1

D M-613-2

D M-614-1

D M-615-1

D M-615-2

D M-616-1

D M-620-1

D M-620-2

D M-620-11

D M-620-12

D M-629-1

M STANDARD

TITLE

WIRE FENCES AND GATES

CHAIN LINK FENCE . .

BARRIER FENCE

DEER FENCE AND GATE

PICKET SNOW FENCE

CURB RAMPS

CURBS AND GUTTERS

CATTLE GUARD

CONVENTIONAL HIGHWAY LIGHTING

HIGH MAST LIGHTING

RUMBLE STRIPS . .

EMBANKMENT PROTECTOR, TYPE 3

EMBANKMENT PROTECTOR, TYPE 5

INVERTED SIPHON

(ALSO USE APPLICABLE M-603)

FIELD LABORATORY, CLASS 1

FIELD LABORATORY, CLASS 2

I

I NO REVISIONS

PAGE

NUMBER

. (2 SHEETS) 64

. (3 SHEETS) 66

. (2 SHEETS) 70

.72

. . . . . . . . . 7 4

. (2 SHEETS) 75

. (3 SHEETS) 77

. (2 SHEETS) 80

. 82

. 83

. 85

... 86

. 87

. 88 FIELD OFFICE, CLASS 1

FIELD OFFICE, CLASS 2

SURVEY MONUMENTS

. . . . . . . . . . . . . (2 SHEETS) 90

THE STANDARD PLAN SHEETS INDICA TED HEREON BY A

MARKED BOX ARE TO BE USED TO CONSTRUCT THIS

I PROJECT.

AS CONSTRUCTED

FED. ROAD

Rf:GION DIVISION PROJ. NO.

I BRO M405-003 COLO 1 o/o611BI Rf:VIS£0 1 • I VOID r-1 ---,1 VIII

PLAN

NUMBER

D S-612-1

D S-614-1

D S-614-2

D S-614-3

D S-614-4

D S-614-5

D S-614-6

D S-614-10

D S-614-11

D S-614-12

D S-614-14

D S-614-20

D S-614-21

D S-614-22

D S-614-40

D S-627-1

- S-630-1

- S-630-2

D S-630-3

S STANDARD

TITLE

TYPICAL DELif'-lEA TOR INST ALLA TIOf\lS

TYPICAL GROUND SIGN PLACEMENT

CLASS I GROUND SIGN INSTALLATIONS

CLASS II GROUND SIGN INSTALLATIONS

CLASS Ill SIGNS, SHEET ALUMINUM PANELS

BREAK-AWAY SIGN SUPPORT DETAILS

FOR GROUND SIGNS

CONCRETE FOOTINGS AND SIGN ISLANDS

FOR CLASS Ill :sJGNS

TYPICAL MARKER ASSEMBLY INSTALLATIONS

MILEPOST SIGN AND INSTALL A TJON . .

STRUCTURE NUMBER INSTALLATION

(BRIDGE INFORMATION SHEET)

FLASHING BEACON AND SIGN INSTALLATION

TYPICAL POLE MOUNT SIGN INSTALLATION

CONCRETE BARRIER SIGN POST INSTALLATIONS

TYPICAL MULTI-SIGN INSTALLATIONS

TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS

TYPICAL PAVEMENT MARKINGS

TRAFFIC CONTROLS FOR HIGHWAY

PAGE

NUMBER

.(5 SHEETS) 93

.. 100

. . . (3 SHEETS) 101

. . (2 SHEETS) 104

.(2 SHEETS) 106

.. 108

.. 109

. . . 110

. . . (2 SHEETS) 111

. 114

... 115

. (3 SHEETS) 116

.. (4 SHEETS) 119

CONSTRUCTION . . . . . . . . . . . . ( 9 SHEETS) 123

BARRICADES, DRUMS, CONCRETE BARRIERS

(TEMP) & VERTICAL PANELS

FLASHING BEACON (PORT ABLE) DETAILS

. . 132

.. 133

COLORADO

DEPARTMENT OF TRANSPORTATION

STANDARD PLANS LIST

M & S STANDARDS NOVEMBER 1992

SHEET

NO.

0:: _, ..., UJ

0::

<0 Cl < v z 0 -f- < v 0 _, z

UJ

~ z

UJ

..J

LL

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a..

I:

v

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ITEM

NO.

SUMMARY

DESCRIPTION

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB, GUTTER

AND SIDEWALK

RIP RAP (18 INCH)

GROUT

BRIDGE RAIL (SPECIAL)

CONCRETE SIDEWALK (CLASS D)

MOBILIZATION

TRAFFIC CONTROL ITEMS

CONSTRUCTION TRAFFIC SIGN

(PANEL SIZE A)

CONSTRUCTION TRAFFIC SIGN

(PANEL SIZE B)

DRUM CHANNELING DEVICE

BARRICADE (3M-A)(TEMP)

FORCE ACCOUNT

F /A MINOR CONTRACT REVISIONS

OF APPROXIMATE QUANTITIES

IVY STREET BRIDGE

UNIT

QUANTITY

PLAN AS BUILT

LF 76 76

LF 50 53.17

CY 5 0

CY 30 12.625

LF 105 106

SY 66 74.64

LS .5 0.5

EA 17 17

EA 2 2

EA 0 0

EA 2 2

FA .5 0

AS CONSTRUCTED

FED. ROAD

DIVISION PROJ. NO.

SHEET

REGION NO.

NO REVISIONS I I REVISED I 05/05/98 I VOID I I VIII COLO. BRO M405-003 3

ROCKWELL STREET BRIDGE PROJECT TOTAL

QUANTITY QUANTITY

PLAN AS BUILT PLAN AS BUILT

122 122 198 198

51 51 101 104.17

5 7 10 7

30 12.625 60 25.25

142 142 247 248

52 51.9 118 1 26.54

.5 .5 1 1

20 20 37 37

2 2 4 4

20 20 20 20

2 2 4 4

0.5 0 1 0

TOWN OF ESTES PARK

PROJECT NO. BRO M405-003

REPAIR OF ROCKWELL AND IVY

STREET BRIDGES

SUMMARY OF

APPROXIMATE QUANTITIES

(\J

lf) t")

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GENERAL NOTES

1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE STANDARD

SPECIFICATIONS OF THE DIVISION OF HIGHWAYS, STATE OF COLORADO.

2. THE CONTRACTOR WILL LOCATE ALL BURIED UTILITIES AND ACCEPT

RESPONSIBILITY FOR THEIR MAINTENANCE DURING CONSTRUCTION.

3. THE CONTRACTOR WILL TAKE CARE NOT TO POLLUTE THE BIG THOMPSON RIVER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING, AT HIS EXPENSE,

ANY POLLUTANTS INTRODUCED INTO THE RIVER BY THE CONTRACTOR.

4. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN

SHOWN ON THE PLANS BASED ON AVAILABLE INFORMATION AND FIELD DATA.

THE CONTRACTOR SHALL LOCATE AND VERIFY ALL FEATURES PRIOR TO

BEGINNING ANY CONSTRUCTION.

5. EXCESS MATERIAL FROM THE PROJECT SITE WILL BE REMOVED FROM THE

SITE AND DISPOSED OF AT NO COST TO THE PROJECT, AS APPROVED BY OWNER.

6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL

TIME DURING CONSTRUCTION.

7. ASPHALT PATCHING SHALL MATCH EXISTING PAVEMENT THICKNESS OR 3",

WHICHEVER IS GREATER. ASPHALT GRADING SHALL BE CX. COST OF HBP

SHALL BE INCLUDED IN COST OF CONCRETE SIDEWALK, ITEM 608.

8. PRIOR TO ASPHALT PATCHING, THE CONTRACTOR SHALL INSURE A PROPER

FULL DEPTH SAW-CUT HAS BEEN PERFORMED AND MAINTAINED ON THE

EDGE OF THE ASPHALT.

9. THE BRIDGE HAND RAILING SHALL BE PURCHASED OR

CONSTRUCTED, ASSEMBLED AND INSTALLED BY THE CONTRACTOR.

10. THE CONTRACTOR SHALL NOTIFY OWNERS OF PRIVATE PROPERTY 48 HOURS

IN ADVANCE OF ANY POSSIBLE UTILITY DISTURBANCE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ANY INTERFERENCES

AT THE DISCRETION OF THE AFFECTED PROPERTY OWNER.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES

LOCATIONS AND TAKING THE NECESSARY PRECAUTIONS TO PREVENT

INTERFERENCES WITH OVERHEAD LINES PRIOR TO AND DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AT

ALL TIMES DURING CONSTRUCTION.

13. ALL AREAS OF THE PROJECT THAT ARE DISTURBED DURING CONSTRUCTION

AND DO NOT RECEIVE PERMANENT ASPHALT OR CONCRETE COVERING SHALL

BE GRADED TO MATCH EXISTING CONDITIONS.

DISTURBED PARKING AREAS AND DRIVEWAYS SHALL BE RESTORED.

-N i v /

.j. I

'I' /"" 'f I I I I t

"" 1\

INTERIOR ELEVATION

SCALE: 1 "- 1' VIEW FROM BRIDGE

AS CONSTRUCTED

NO REVISIONS I REVISED I 05/05/98 VOID

---- 1 1 l

CON CRETE FACE /

DESIGN TYPICAL

FED. ROAD

REGION DIVISION PROJ. NO.

VIII COLO. BRO M405-003

8 1/2" n 2" 1 " STEEL TUBE - X

RAILING W/ ENDCAP

MODULAR BRICK fi, eowco" we<"' t---...._ 12

'!- v~1 "'f-- 'A.fYtE:s

A h~ 4'

~ IJJ]

~ N -

.; _j

CORNER ELEVATION

CONCRETE

MIN. 4"

CONCRETE

SHEET

NO.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENSE,

ANY PROPERTY PINS OR SURVEY MONUMENTS DESTOYED DURING CONSTRUCTION. BRICK

4" CONC.(TYP)

2" RAIL MOUNTED

15. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL

GIVE THE ENGINEER TWENTY-FOUR (24) HOURS NOTICE.

16. THE CONTRACTOR SHALL ACQUIRE A RIGHT -OF -WAY WORK PERMIT FROM THE

TOWN OF ESTES PARK.

17. NO ROADWAY STRIPING IS PART OF THIS PROJECT.

18. NO W.EEKEND WORK THROUGH MID-OCTOBER. WORK HOURS ARE 7om - 6pm

MONDAY-FRIDAY. CONTRACTOR SHALL NOT COMMENCE WEEKEND WORK WITHOUT

APPROVAL FROM OWNER. NO WORK BETWEEN 23-NOV-97 AND 26-NOV-97.

19. ALL ANCHOR BOLTS SHALL BE GROUTED INTO HOLES DRILLED INTO EXISTING

CONCRETE. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN

ITEM 606, BRIDGE RAIL (SPECIAL). ANCHORS MAY BE CAST-IN-PLACE (OPTION).

20. ALL WELDS TO BE 3/16" FILLET OR SQUARE BUTI ALL AROUND.

21. HAND RAILING POSTS SHALL BE PERPENDICULAR TO THE GRADE OF THE DECK.

22. SPACING OF VERTICAL METAL HAND RAILING POSTS SHALL BE DETERMINED BY

FIELD MEASUREMENTS. BRIDGE IS NOT SYMMETRICAL ALONG THE CENTERLINE

OF ROADWAY. OVERALL LENGTH OF HANDRAILING ON EACH SIDE OF BRIDGE

SHALL BE MEASURED AND THEN DIVIDED BY THREE TO DETERMINE THE CORRE

SPONDING EQUIDISTANT HANDRAILING SPAN LENGTH.

23. CONCRETE FOR RAILING SHALL BE COOT CLASS B CONCRETE. ALL COSTS ASSOCIATED WITH

REBAR SHALL BE INCLUDED IN RAILING, SIDEWALK, OR RETAINING WALL, AS APPROPRIATE.

24. ALL COSTS ASSOCIATED WITH THE BONDING AGENT FOR THE CONCRETE SIDEWALK

SHALL BE INCLUDED IN ITEM 608. CONCRETE SIDEWALK.

25. ALL COSTS ASSOCIATED WITH EXPANSION MATERIAL AND CAULK SHALL BE INCLUDED IN

ITEM 608, CONCRETE SIDEWALK. ALL MATERIALS USED IN SIDEWALK, AND ENTIRE

PROJECT, SHALL CONFORM TO COOT'S STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION.

26. ALL REBAR ON THIS PROJECT SHALL BE GRADE 6D.

27. TROWLED CONSTRUCTION JOINTS SHALL BE UTILIZED AT A MINIMUM OF 3 PER SIDE

AS DIRECTED BY THE ENGINEER

42" w 1-w £r 0 z

NOTE:

HORIZ.

GROOVE

VERT. ;

GROOVE!

i

ALL BEVELS .f.-+

45 DEG ~

CROSS - SECTION

1/2" 1/2" 1/2" 1/2" 1/2" 1/2"

4 1/2" l,f,f,l fRONT ELEVATION

W/ 5"x 5"x 1/4"

MOUNTING PLATE &

8"x 5/8" EPOXY

ANCHOR (6" INTO

CONCRETE)

MODULAR BRICK

ROWLOCK COPING

CONCRETE INTERIOR FACE DESIGN DETAIL

21"

1-Vz" sQuARE sTEEL

TUBE POST

(0.125" WALL THICKNESS)

I BOLTS TO BE ASTM A307

I I BRICK ROWLOCK COPING

-l----l;., .. r #0~1, I--

/ ')r #4 CONTINUOUS

13' v fl 23" /

NOTE: REBAR SHALL HAVE 1 1 /2"

CONCRETE COVER IN ALL

DIRECTIONS

rNEW SIDEWALK OVERLAY

2" CONCRETE

SURFACE OF EXISTING CONCRETE TO BE SOUND

FREE OF SPALLING OR SCALED CONCRETE. THE ENGINEER

SHALL VERBALLY APPROVE THE CONCRETE SURFACE PRIOR

TO APPLICATION OF THE BONDING AGENT. PRIOR TO PLACING

NEW CONCRETE, THE EXISTING CONCRETE SURFACE SHALL

BE TREATED WITH A PATCH AND BOND EPOXY AS MANUFACTURED

BY THE BURKE COMPANY. OR ITS EQUAL. NEW CONCRETE

SHALL BE CDOT CLASS D.

1 1 /2" FILLET ------t-lj~+<lr ~v#4 @ 12· o.c.

EXTERIOR FACE OF CONCRETE ___.---I./ (4) #6 CONTINUOUS

SHALL NOT BE GROOVED. TIE j ,...-- I' SLOPE 1%

NOTE TO OWNER:

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC. WILL NOT

BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

WHICH HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

lAS-BUILT I

HOLES SHALL BE PATCHED AND

RUBBED TO MATCH THE NEW

CONCRETE SURFACE.

0 0

4". l l l T- '-t'llc.,___+--. I

EXISTING CONCRETJ DOUBLE T

ANCHORS INTO EXISTING/

CONCRETE FOR THE NEW

BRIDGE RAILING SHALL BE

HILT! ADHESIVE ANCHORS

OR EQUAL, TO BE APPROVED

BY THE ENGINEER.

1/2" EXPANSION MATERIAL

Wj CAULK

/EXISTING ASPHALT

2 , EXISTING CONCRETE DOUBLE T

~----------------------6'----------------------~

1 1/2"

FILLET .I

TYPICAL SECTION

EX. ASPHALT

SCALE: 1 "- 1 '

SIDEWALK WIDTH VARIES

FROM 6' TO 5'

SIDEWALK SECTION

AT BRIDGE

SIDEWALK SECTION

AT EX. SIDEWALK

~ ASPHALT PATCH VARIES FROM 0" TO 12"

APPROACH SIDEWALK DETAIL

N.T.S.

VARIES

10"

TO

4"

~j ~ 8"

CORNER

2" RAIL MOUNTED

W/ 5"x 5"x 1/4"

MOUNTING PLATE &

8"x 5/8" EPOXY

ANCHOR (6" INTO

CONCRETE)

LAR BRICK MODU

ROWLO CK COPING

BRICKWORK TO EXTEND

ALONG WINGWALL ON

ALL CORNERS.

J...O Q.J... -

4" CONC.

(TYP)

~tro-cr• - - - j· --

.\..--~J l, \._ 4"x 8" CONC.

NOTCH

BRICK TO BE CUT

TO FIT NOTCH.

CENTER

BRICK AND RAILING DETAIL

SCALE: 1"= 1'

TOWN OF ESTES PARK

PROJECT NO. BRO M405--003

REPAIR OF ROCKWELL AND IVY

STREET BRIDGE

TYPICAL SECTIONS AND

GENERAL NOTES

FOR IVY STREET BRIDGE

0J

N C\l a)O t(.>- ~t-o, "' Q

GENERAL NOTES

1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE STANDARD

SPECIFICATIONS OF THE DIVISION OF HIGHWAYS. STATE OF COLORADO.

2. THE CONTRACTOR WILL LOCATE ALL BURIED UTILITIES AND ACCEPT

RESPONSIBILilY FOR THEIR MAINTENANCE DURING CONSTRUCTION.

3. THE CONTRACTOR WILL TAKE CARE NOT TO POLLUTE THE BIG THOMPSON RIVER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING, AT HIS EXPENSE.

ANY POLLUTANTS INTRODUCED INTO THE RIVER BY THE CONTRACTOR.

4. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN

SHOWN ON THE PLANS BASED ON AVAILABLE INFORMATION AND FIELD DATA

THE CONTRACTOR SHALL LOCATE AND VERIFY ALL FEATURES PRIOR TO

BEGINNING ANY CONSTRUCTION.

5. EXCESS MATERIAL FROM THE PROJECT SITE WILL BE REMOVED FROM THE

SITE AND DISPOSED OF AT NO COST TO THE PROJECT, AS APPROVED BY OWNER.

6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL

TIME DURING CONSTRUCTION.

7. ASPHALT PATCHING SHALL MATCH EXISTING PAVEMENT THICKNESS OR 3",

WHICHEVER IS GREATER. ASPHALT GRADING SHALL BE CX. COST OF HBP

SHALL BE INCLUDED IN COST OF CONCRETE SIDEWALK, ITEM 608.

8. PRIOR TO ASPHALT PATCHING. THE CONTRACTOR SHALL INSURE A PROPER

FULL DEPTH SAW-CUT HAS BEEN PERFORMED AND MAINTAINED ON THE

EDGE OF THE ASPHALT.

9. THE BRIDGE HAND RAILING SHALL BE PURCHASED OR

CONSTRUCTED. ASSEMBLED AND INSTALLED BY THE CONTRACTOR.

10. THE CONTRACTOR SHALL NOTIFY OWNERS OF PRIVATE PROPERlY 48 HOURS

IN ADVANCE OF ANY POSSIBLE UTILITY DISTURBANCE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ANY INTERFERENCES

AT THE DISCRETION OF THE AFFECTED PROPERlY OWNER.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES

LOCATIONS AND TAKING THE NECESSARY PRECAUTIONS TO PREVENT

INTERFERENCES WITH OVERHEAD LINES PRIOR TO AND DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTIES AT

ALL TIMES DURING CONSTRUCTION.

13. ALL AREAS OF THE PROJECT THAT ARE DISTURBED DURING CONSTRUCTION

AND DO NOT RECEIVE PERMANENT ASPHALT OR CONCRETE COVERING SHALL

BE GRADED TO MATCH EXISTING CONDITIONS.

DISTURBED PARKING AREAS AND DRIVEWAYS SHALL BE RESTORED.

'NOTE TO OWNER:

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC, WILL NOT

.BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

''~ HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING. AT HIS EXPENSE.

ANY PROPERlY PINS OR SURVEY MONUMENTS DESTOYED DURING CONSTRUCTION.

15. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL

GIVE THE ENGINEER TWENTY-FOUR (24) HOURS NOTICE.

16. THE CONTRACTOR SHALL ACQUIRE A RIGHT-OF-WAY WORK PERMIT FROM THE

TOWN OF ESTES PARK.

17. NO ROADWAY STRIPING IS PART OF THIS PROJECT.

18. NO WEEKEND WORK THROUGH MID-OCTOBER. WORK HOURS ARE 7am - 6pm MONDAY-FRIDAY. CONTRACTOR SHALL NOT COMMENCE WEEKEI<if> WORK WITHOUT APPROVAL FROM OWNER. NO WORK BETWEEN 23-NOV-97 Ai'!Cl 26-NOV-'97.

19. ALL ANCHOR BOLTS SHALL BE GROUTED INTO HOLES DRILLED INTO EXISTING

CONCRETE. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN

ITEM 606, BRIDGE RAIL (SPECIAL). ANCHORS MAY BE CAST -IN-PLACE (OPTION).

20. ALL WELDS TO BE 3/16" FILLET OR SQUARE BUTT ALL AROUND.

21. HAND RAILING POSTS SHALL BE PERPENDICULAR TO THE GRADE OF THE DECK.

22. SPACING OF VERTICAL METAL HAND RAILING POSTS SHALL BE DETERMINED BY

FIELD MEASUREMENTS. BRIDGE IS NOT SYMMETRICAL ALONG THE CENTERLINE

OF ROADWAY. OVERALL LENGTH OF HANDRAILING ON EACH SIDE OF BRIDGE

SHALL BE MEASURED AND THEN DIVIDED BY THREE TO DETERMINE THE CORRE

SPONDING EQUIDISTANT HANDRAIUNG SPAN LENGTH.

23. CONCRETE FOR RAILING SHALL BE CDOT CLASS B CONCRETE. ALL COSTS ASSOCIATED WITH

REBAR SHALL BE INCLUDED IN RAILING, SIDEWALK, OR RETAINING WALL. AS APPROPRIATE.

24. ALL COSTS ASSOCIATED WITH THE BONDING AGENT FOR THE CONCRETE SIDEWALK

SHALL BE INCLUDED IN ITEM 608, CONCRETE SIDEWALK.

25. ALL COSTS ASSOCIATED WITH EXPANSION MATERIAL AND CAULK SHALL BE INCLUDED IN

ITEM 608, CONCRETE SIDEWALK. ALL MATERIALS USED IN SIDEWALK, AND ENTIRE

PROJECT, SHALL CONFORM TO COOT'S STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION.

26. ALL REBAR ON THIS PROJECT SHALL BE GRADE 60.

27. TROWLED CONSTRUCTION JOINTS SHALL BE UTILIZED AT A MINIMUM OF 3 PER SIDE

AS DIRECTED BY THE ENGINEER.

1 1/2"

FILLET ~

SIDEWALK WIDTH VARIES

FROM 6' TO 5'

SIDEWALK SECTION

AT BRIDGE

SIDEWALK SECTION

EX. ASPHALT

AT EX. SIDEWALK ,_

VARIES

10"

TO

4"

EXTERIOR FACE OF CONCRETE

SHALL NOT BE GROOVED. TIE

HOLES SHALL BE PATCHED AND

RUBBED TO MATCH THE NEW

CONCRETE SURFACE.

#4

2 ..

( 4) #6 CONTINUOUS

NOTE: REBAR SHALL HAVE

1 1/2" CONCRETE COVER

IN ALL DIRECTIONS

2" SQUARE STEEL

TUBE POST

(0.125" WALL THICKNESS)

BOLTS TO BE ASTM A307

BRICK ROWLOCK COPING

"""'= ASPHALT PATCH VARIES

APPROACH SIDEWALK DETAIL

N.T.S.

FROM 0" TO 12"

SURFACE OF EXISTING CONCRETE TO BE SOUND

FREE OF $PALLING OR SCALED CONCRETE. THE ENGINEER

SHALL VERBALLY APPROVE THE CONCRETE SURFACE PRIOR

TO APPLICATION OF THE BONDING AGENT. PRIOR TO PLACING

NEW CONCRETE, THE EXISTING CONCRETE SURFACE SHALL

BE TREATED WITH A PATCH AND BOND EPOXY AS MANUFACTURED

BY THE BURKE COMPANY, OR ITS EQUAL. NEW CONCRETE

SHALL BE CDOT CLASS D .

NEW SIDEWALK OVERLAY

2" CONCRETE 1 1 /2" FILLET

1/2" EXPANSION

MATERIAL W/ CAULK

EXISTING CONCRETE

EXISTING CONCRETE DOUBLE T \:;IRDER'S

ANCHORS INTO EXISTING

CONCRETE FOR THE NEW

BRIDGE RAILING SHALL BE

HIL Tl ADHESIVE ANCHORS

OR EQUAL, TO BE APPROVED

BY THE ENGINEER

1------------6' 0"------------l

NORTH SIDE

4"

EXISTING ASPHALT

CAULK JOINT AFTER

CONCRETE IS POURED

TYPICAL

SCALE: 1"- 1'

EXTERIOR FACE OF CONCRETE

SHALL NOT BE GROOVED. TIE

HOLES SHALL BE PATCHED AND

RUBBED TO MATCH THE NEW

CONCRETE SURFACE.

NOTE: REBAR SHALL HAVE

1 1 /2" CONCRETE COVER

IN ALL DIRECTIONS

SECTION

2 "

AS CONSTRUCTED

FtD. ROAD

DIVISION

SHEET

REGION PROJ. NO. NO.

NO REVISIONS REVISED I 05/05/98 VOID VIII COLO. l BRO M405-003 5 ro------ MAIN RAILING SPANS EQUALLY SPACED OVER THE BRIDGE SPAN _____ .., 8 1/2"

2 .. ~ l

2" 1" STEEL -, X

.r- 1/ 4" SOLID STEEL TUBE RAILING

(0. 125" THICKNESS) /) POSTS @ 4" O.C. TYPICAL,

t

1" 2" J I

' J' I

I J N

';q. " ~ ~

N

SIDEWALK

/ I

,.--BRICK

I

1\

ROWLOCK COPING ~

I I I

CONCRETE

FACE GROOVE DESIGN

lYP. FOR HOR.& VERT.

(SEE DETAIL}

INTERIOR ELEVATION

BRICK

w w n::

0 z

NOTE:

i VERT. i GROOVEi i

ALL BEVELS +,-+

45 DEG ~

CROSS - SECTION

SCALE: 1"- 1 ' VIEW FROM BRIDGE

4 1/2"

FRONT ELEVATION

CONCRETE INTERIOR FACE DESIGN DETAIL

2" SQUARE STEEL

TUBE POST

(0.125" WALL THICKNESS)

BOLTS TO BE ASTM A307

BRICK ROWLOCK COPING

#6 @ 12" o.c.

EXISTING CONCRETE

EXISTING CONCRETE DOUBLE T

ANCHORS INTO EXISTING

CONCRETE FOR THE NEW

BRIDGE RAILING SHALL BE

HILT! ADHESIVE ANCHORS

OR EQUAL, TO BE APPROVED

BY THE ENGINEER

1-------------------s·------~~------~

SOUTH SIDE

ASTM A36 STEEL

ID W S E ALK

4"

I I I I

CONC RETE FACE /

n 2" 1 " STEEL TUBE X

RAILING W/ ENDCAP

MODULAR BRICK

~ ><OWCOC< C0""'

~ 12

Tl 'Du---,- \1~1 ~ 4' " .,...

~-II),__

--~ -:---:::: ' N

_j

DESIGN TYPICAL t ..

CORNER ELEVATION

MIN. 4"

CONCRETE

CONCRETE

4" CONC.(lYP)

2" RAIL MOUNTED

W/ 5"x 5"x 1/4"

MOUNTING PLATE &

8"x 5/8" EPOXY

ANCHOR (6" INTO

CONCRETE)

MODULAR BRICK

ROWLOCK COPING

EXISTING ASPHALT

~j ~ 8"

CORNER

2" RAIL MOUNTED

W/ 5"x 5"x 1/4"

MOUNTING PLATE &

8"x 5/8" EPOXY

ANCH6R (6" INTO

CONCRETE)

LAR MODU

ROWLO CK

BRICK

COPING

I;

BRICKWORK TO EXTEND

ALONG WINGWALL ON

ALL CORNERS.

4" CONC.

(lYP)

-L 0 Q - .1.- --- -ro-or L-~--'

T -- -

\__ 4"x 8" CONC.

NOTCH

BRICK TO BE CUT

TO FIT NOTCH.

CENTER

BRICK AND RAILING DETAIL

SCALE: 1" 1'

TOWN OF ESTES PARK

PROJECT NO. BRO M405-003

REPAIR OF ROCKWELL AND IVY

STREET BRIDGE

TYPICAL SECTIONS AND

GENERAL NOTES

FOR ROCKWELL STREET BRIDGE

(\J fJJO ill - I >-1'0 >0

3'

X X

• " X X • X ' ' X X

X X X

>Y y X

X X X

X X X

X , • X X .. . ' . . .

X X X

X X X

X X X

X X X

X X X

X X X

X X X

X ~ • X X

X X X

X X X

X X X

X X X

• '" X X /' • ~ • X

X X X

• ' X X

X X X

X X X

X X /X /X

X X X

X X X

X X X'"

X X X

X X X

X

AREA TO BE

PERMEATION GROUTED

-' w z z

FACE OF ABU >tENT

EDGE OF FOOTING

. ' . . PLAN VIEW: GROUTING

SCALE: 1" = 6'

NOTE:

THE EAST ABUTMENT ROCKWELL ST. BRIDGE

WILL BE BACKFILLED AND

GROUTED FOR THE FULL LENGTH

OF THE FOOTING AS REQUIRED

AND WILL OTHERWISE CONFORM

TO DETAILS.

ANY VARIATION FROM THIS

DETAIL MUST BE APPROVED

BY THE ENGINEER.

UPON ENGINEER APPROVAL, THE

CONTRACTOR MAY BE ALLOWED TO

DRILL THROUGH THE STRUCTURE.

PROPOSED CHANNEL --/---~

BOTIOM AFTER

BACKFILL AND GROUTING.

PROPOSED BOTIOM TO

TAPER TO MATCH

EXISTING BOTIOM AT

A 2:1 SLOPE.

AS REQUIRED EXISTING

CHANNEL

BOTIOM

GROUT AND RIP-RAP DETAIL

SCALE: N.T.S.

x x""'Xf----L._UNDERCUT DUE

ti) TO SCOUR.

X X UNDERCUT TO BE

X X X BACKFILLED WITH

3' 3'

EAST ELEVATION

RIP-RAP

AS REQUIRED

CRITICAL SCOUR AREA

(AREA TO BE PERMEATION

INJECTION GROUTED

TO A DEPTH OF 5')

NOTES:

HYDRAULIC CHARACTERISTICS OF THE BIG THOMPSON RIVER AT

ROCKWELL STREET BRIDGE WILL NOT BE ALTERED BY THIS PROJECT.

SCOUR DEPTH DETERMINED BY FLOW ANALYSIS.

HYDRAULIC DATA:

500 YR FLOOD Q = 1760 CFS

100 YR FLOOD Q = 1460 CFS

50 YR FLOOD Q = 1340 CFS

10 YR FLOOD Q = 980 CFS

DRAINAGE AREA = 87.1 SQ.ML

DESIGN HIGH WATER ELEVATION = 7526.8'

EXISTING CONCRETE WALK TO BE REMOVED WHERE

WALK EXTENDS FROM BRIDGE AS SHOWN.

CRACKS IN DOUBLE TEE GIRDER STEEL FILLETS AT

BEARING LOCATIONS TO BE EPOXY SEALED. BEARING

PLATES AT BOTH ABUTMENTS TO BE CLEANED, PRIMED AND

PAINTED. WEST ABUTMENT EXPANSION JOINTS TO BE

SEALED FOR FULL LENGTH. COSTS ASSOCIATED WITH

THE ABOVE MENTIONED WORK SHALL BE INCLUDED IN

PAYMENT ITEM 606 BRIDGE RAIL (SPECIAL)

NOTE TO OWNER:

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC. WILL NOT

BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

WHICH HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

lAS-BUILT I

NOTE:

12'WIDE FULL DEPTH ASPHALT

STRIP TO BE SAWCUT, REMOVED &

PATCHED FOR FULL WIDTH OF

BRIDGE. COSTS ASSOCIATED

WITH THE ASPHALT REMOVAL AND

PATCH SHALL BE INCLUDED IN

PAYMENT ITEM 606 BRIDGE RAIL

(SPECIAL)

ASPHALT TO BE REMOVED

TO EXISTING BRIDGE SPAN

CONCRETE (APPROX. 12").

IN AREAS SHOWN.

EXISTING CONCRETE WALK

TO BE REMOVED WHERE WALK

EXTENDS FROM BRIDGE AS

SHOWN.

ALL NEW SIDEWALKS WILL

TAPER TO MATCH EXISTING

CURB DIMENSIONS.

SIDEWALK APPROACH TAPER

WILL BE MIN. 12:1 WHERE

POSSIBLE.

AS CONSTRUCTED

NO REVISIONS I REVISED I 05/05/98 VOID

LEGEND

-------EDGE OF ASPHALT

:::=======EDGE OF RETAINIG WALL

EDGE OF SIDEWALK

- · - -OHP'---OVERHEAD POWER

Q POWER POLE

lSI STREET SIGN g

REMOVE EXISTING RAILING

AMD METAL ATTACHMENT PLATES.

TYPICAL BOTH SIDES OF BRIDGE

BRIDGE EXPANSION JOINT

REPLACED WITH 'IHORMA JOINT"

POLYMER MODIFIED ASPHALT

FED. ROAD

REGION

VIII

I I I

I I

I I

II

I I

I I I, I I

I I

DIVISION

COLO.

PROJ NO.

BRO M405-003

51' OF CURB

REMOVAL

SHEET

NO .

~-~--liiiil-~iiiiil ~~I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiil~~~ 6 0 6 12 18

SCALE 1" = 6'

TOWN OF ESTES PARK

PROJECT NO. BRO M405-003

REPAIR OF ROCKWELL & IVY

STREET BRIDGES

SITEPLAN AND

GROUTING DETAILS

OF ROCKWELL BRIDGE

(\j

C()

0) •• coo ' >-r0 >0 -

00 ., 03:

X x- X

0 0 •

• X . • X X

X • • X X 0 • .

X 0

• X X .

X • x X • • X 0 • X X 0 • X

• X X •

X •

X X • X

0 • X X . 0 • X . .

• EDGE OF FOOTING . X X • X •

X X 0 •

X

0 • . • . 0 :s: •

_J AREA TO BE

lL. PERMEATION GROUTED 0

0 •

_J . w 0 z • • z • •

"' :r:

0 • u

FACE OF ABUTMENT

0 0 •

• 0 •

• 0

• 0

• 0 •

N

PLAN VIEW: GROUTING

SCALE: 1" = 5'

NOTE:

THE EAST ABUTMENT IVY ST. BRIDGE

. I

WILL BE BACKFILLED AND

GROUTED FOR THE FULL LENGTH

OF THE FOOTING AS REQUIRED

AND WILL OTHERWISE CONFORM

TO DETAILS.

ANY VARIATION FROM THIS

DETAIL MUST BE APPROVED

BY THE ENGINEER.

UPON ENGINEER APPROVAL, THE

CONTRACTOR MAY BE ALLOWED TO

DRILL THROUGH THE STRUCTURE.

GROUT AND

SCALE: N.T.S.

PROPOSED CHANNEL --1--~

BOTTOM AFTER

BACKFILL AND GROUTING.

PROPOSED BOTIOM TO

TAPER TO MATCH

EXISTING BOTTOM AT

A 2:1 SLOPE.

AS REQUIRED

RIP-RAP DETAIL

EXISTING

CHANNEL

BOTTOM

~~~~~(~=~:_UNDERCUT DUE

X X TO SCOUR.

X X X

X UNDERCUT TO BE

X

3'

EAST ELEVATION

BACKFILLED WITH

RIP-RAP

AS REQUIRED

CRITICAL SCOUR AREA

(AREA TO BE PERMEATION

INJECTION GROUTED

TO A DEPTH OF 5 ')

NOTES:

HYDRAULIC CHARACTERISTICS OF THE BIG THOMPSON RIVER AT INY

STREET BRIDGE WILL NOT BE ALTERED BY THIS PROJECT.

SCOUR DEPTH DETERMINED BY FLOW ANALYSIS.

HYDRAULIC DATA:

500 YR FlOOD Q = 1760 CFS

1 00 YR FLOOD Q = 1460 CFS

50 YR FLOOD Q = 1340 CFS

1 0 YR FLOOD Q = 980 CFS

DRAINAGE AREA = 87.1 SQ. MI.

DESIGN HIGH WATER ELEVATION = 7526.8'

EXISTING CONCRETE WALK TO BE REMOVED WHERE

WALK EXTENDS FROM BRIDGE AS SHOWN. SPALL$

IN ALL DOUBLE TEE GIRDER STEMS AT BEARING

LOCATION TO BE PATCHED. DELAMINATED EPOXY

PATCH ON NORTHERN GIRDER STEM TO BE REPLACED.

BEARING PLATES AT BOTH ABUTMENTS TO BE CLEANED,

PRIMED AND PAINTED. BOTH ABUTMENT EXPANSION

JOINTS TO BE RESEALED FOR FULL LENGTH. COSTS

ASSOCIATED WITH THE ABOVE MENTIONED WORK SHALL

BE INCLUDED IN PAYMENT ITEM 606 BRIDGE RAIL

(SPECIAL)

NO REVISIONS

6' 0"

I

AS CONSTRUCTED

REVISED I 05/05/98 VOID

' N

' SITE PLAN

SCALE: , .. = 5'

<o

7 !5' ~If

I I

ARE OF CONCRETE CURB, GUTTER &

SIDEWA REMOVAL TYPICAL ON ALL

BRIDGE APPROACHES

NOTE:

ASPHALT TO BE REMOVED

TO EXISTING BRIDGE SPAN

CONCRETE (APPROX. 12").

IN AREAS SHOWN.

EXISTING CONCRETE WALK

TO BE REMOVED WHERE WALK

EXTENDS FROM BRIDGE AS

SHOWN.

ALL NEW SIDEWALKS WILL

TAPER TO MATCH EXISTING

CURB DIMENSIONS.

SIDEWALK APPROACH TAPER

WILL BE MIN. 12:1 WHERE

POSSIBLE.

NOTE TO OWNER:

12'

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC. WILL NOT

BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

WHICH HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

lAS-BUILT I

I

I! ' 0

(\J

I I I I

I I I 1

II

I 1

I I

I

"' (\J

IVy

STREET

·-._OHP- --.

REMOVE EXISTING RAILING

AMD METAL ATIACHMENT PLATES

VOID IN DOUBLE T GIRDER TO

BE GROUTED AND RUBBLE TO

MATCH EXISTING CONCRETE.

COST OF GROUTING TO BE

INCLUDED IN HANDRAIL

REMOVAL ITEM. APPLICABLE

TO BOTH SIDES OF BRIDGE.

L,~

PIN

PROPERTY

FED. ROAD

REGION

VIII

I I I

I I

II

I I

I I

I I I I

I I I I

DIVISION

COLO.

TOWN OF

PROJ. NO.

BRO M405-00.3

ESTES

SHEET

NO.

PARK

PROJECT NO. BRO M405-003

REPAIR OF ROCKWELL & IVY

STREET BRIDGES

SITEPLAN AND

GROUTING DETAILS

OF IVY BRIDGE

' iii' f:

if)

0> ..

-o 0

if) ~

if) ~ I >..f0 > 0

/ "0 .. <1> 0 3

N

.JL

II

J

36W20-1

I

36W20-4

IvY Sr.

36W20-1

36W20-1

W20-2

M4-9R

1~1 r~RI M4-9L

48G20-2A

IDETIURI

M4-9

48R11-2

48R11-2

ROAD

CLOSED

r~RI M4-9L

ROAD

MOUNT ON

BARRICADE 48R11-2

CLOSED

ROAD

r~RI CLOSED

PHASE 1 M4-9R

0 0 0

DRUM DEVICE

PHASE 2

0 0

MOUNTON 48R11-2

BARRICADE ~-----J ROAD

- CLOSED

48G20-2A

SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES

ROCKWELL STREET BRIDGE

SIGN COD£

36W20-1

36W20-4

48G20-2A

SPECIAL

48R11-2

36W20-2

M4-9R

M4-9L

M4-9 SPECIAL

R3-1

L3-1

W20-2

SIGNS OTHER DEVICES

PANEL SIZE

LEGEND DIMENSIONS ITEM

A 8

ROAD/WORK/AHEAD 36"X36" 4 DRUM DEVICE (LIGHT)(F)

ON£ LANE/ROAD/AHEAD 36"X36" 2 BARR/CAD£ (3M-A)(T£MP)

END/ROAD WORK 48"X24" 2

ROCKWELL STREET 24"X12" 2

ROAD/CLOSED 48"X30" 2

DETOUR/AHEAD 36"X36" 3

DETOUR ARROW 48"X18" 2

DETOUR ARROW 48"X18" 2

DETOUR ARROW 48"X18"

NO RIGHT TURN 48"X18"

NO LEFT TURN 48''x78" 1

SIC TOTALS 20 2

NOTE:

1. COST OF TRAFFIC CONTROL SUPERVISOR SHALL

BE INCLUDED IN THE UNIT COST OF TRAFFIC

CONTROL DEVICES.

2. TRAFFIC SIGN "SPECIAL" SHALL BE PAID FOR AS

PANEL SIZE "A".

UNITS

EACH

EACH

N

.JL

II

J

QUANTI

36W20-1

48R11-2

ROAD

CLOSED

ID~RI

M4-9L

MOUNT ON

BARRICADE

W20-2

NO RE;VISIONS

IvY sr.

36W20-1

36W20-1

AS CONSTRUCTED

REVISED I 05/05/98 VOID

W20-2

48R11-2

ROAD

...,_ CLOSED

\ JiouNT ON

~RRICADE

END

ROAD WORK rEwuRI

END

~ROADWORK

rw STRfi£f

DETOUR

c::;.-

M4-9R rw STRW

DETOUR

<::::::o

M4-9L

48G20-2A

FED. ROAD

REGION

VIII

DIVISION PROJ. NO.

COLO. BRO M405-003

NOTE TO OWNER:

THESE AS-BUILT OR RECORD DRAWINGS HAVE

BEEN PREPARED IN PART ON THE BASIS OF

INFORMATION COMPILED & FURNISHED BY OTHERS.

ROCKY MOUNTAIN CONSULTANTS, INC. WILL NOT

BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS

WHICH HAVE BEEN INCORPORATED INTO THIS

DOCUMENT AS A RESULT.

lAS-BUILT I

SHEET

NO.

48G20-2A

M4-9 SCHEDULE OF CONSTRUCTION TRAFFIC CONTROL DEVICES

IVY STREET BRIDGE

SIGNS OTHER DEVICES

SIGN COO£ LEGEND ITEM UNITS QUANTI

SPECIAL IW STREET BARRICADE (3M-A)(TEMP) EACH 2

48R11-2 ROAD/CLOSED

M4-9(L) DETOUR ARROW

M4-9(R) DETOUR ARROW

M4-9 SPECIAL DETOUR ARROW

36W20-2 DETOUR/AHEAD

L3-1 NO LEFT TURN

R3-1 NO RIGHT TURN

48G20-2A END ROAD WORK 2

36W20-1 ROAD WORK AHEAD 4

SIC TOTALS 17 2

W20-2

NOTE:

1 . COST OF TRAFFIC CONTROL SUPERVISOR SHALL

BE INCLUDED IN THE UNIT COST OF TRAFFIC

CONTROL DEVICES.

2. TRAFFIC SIGN ''SPECIAL" SHALL BE PAID FOR AS

PANEL SIZE "A".

TOWN OF ESTES PARK

PROJECT NO. BRO M405-003

REPAIR OF ROCKWELL AND IVY

STREET BRIDGES

TRAFFIC PLAN