Technical Exhibit B - Drawings.pdf

PDF 9 MB Posted Mar 19, 2021

Attached to: FY21 Micro-surfacing Package Federal contract opportunity
Solicitation number: W91151-21-B-0004
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Other files for this federal contract opportunity

Other files attached to FY21 Micro-surfacing Package, newest first.
File	Type	Posted
Technical Exhibit E - Revised Drawings.pdf	PDF	Apr 14, 2021
Amendment 01 Solicitation 21-B-0004 FY21 Micro-surfacing Package.pdf	PDF	Apr 14, 2021
Site Visit Sign In Roster Solicitation 21-B-0004 FY21 Micro-surfacing Package.pdf	PDF	Mar 31, 2021
Attachment 1 - Appendix A.pdf	PDF	Mar 19, 2021
Technical Exhibit A - Specifications.pdf	PDF	Mar 19, 2021
Solicitation W91151-21-B-0004 FY21 Micro-surfacing Package.pdf	PDF	Mar 19, 2021
Technical Exhibit D - Special Provision 350.pdf	PDF	Mar 19, 2021
Technical Exhibit C - Special Specification 3028 Onyx.pdf	PDF	Mar 19, 2021

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4250, 36000

RD, ACP3,

CLEAR CREEK

SHEET

INDEX OF DRAWINGS

HWY 84

HWY 36

F .M

RES.BD.

R E S . B

RES. BD.

R E

S .B

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

COPPERAS

COVE

HWY190

FORT HOOD AREA MAP

O L

D G

E O

R G

E T

O W

N R

E A

S T R

A N

G E R

N O

N R

FORT HOOD

W E S

T R

A N

G E R

C L

A R

K E R

H W

35 37

LOCATION

PROJECT

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

SCALE IN MILES

1/2 1

FORT HOOD MILITARY RESERVATION

0 100 200

SCALE IN MILES

0 5 10

SCALE IN MILES

NORTH SYMBOL

GENERAL SYMBOLS

REVISION NUMBER

WALL TYPE MARK

DOOR MARKWINDOW MARK

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

G-101

FORT HOOD,TEXAS

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

NOTE BY SYMBOL

SHEET DESCRIPTION

BUILDING LEGEND (POINTS OF INTEREST)

PROJECT SITE

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)

DARNALL ARMY HOSPITAL

III CORPS HEADQUARTERS

MAIN CANTONMENT AREA

W E S T R

A N

G E R

MONTAGUE VILLAGE

VILLAGEII

COMANCHE

CENTRAL DR

LANDFILL

FT.HOOD

W R

A T

T E

PATTON

PARK

BATTALION

NORTH

761ST

NORTH

WALKER VILLAGE

HOOD

ARMY

AIRFIELD

HILLIARD

CENTRAL

TEXAS

COLLEGE

HEIGHTS

WEST

FT.HOOD

VILLAGEIII

MURPHY

TURKEYRUN

N D

H W

M U

R P

H Y

M A

R T

62ND

WAINWRIGHT

VILLAGEI

COMANCHE

LIBERTY VILLAGE

OLD IRONSIDES

BATTALION AVE

HELL ON WHEELSC

A R

K E R

O A

D C

L A

R K

E R

O A

C L E

A R C

R E

E K

US HIGHWAY 190

HELL ON WHEELS

OLD IRONSIDES

WARRIOR WAY

BUSINESS ROUTE 190

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

CHAFFEE VILLAGE

US HIGHWAY 190

RAIL HEAD

McNair Village

TANK DESTROYER RD

COPPERAS COVE RD

WEST RANGE RD

Santa Fe Av e

WAREHOUSE AVE

DESTROYER RD

TANK

COPP

ERAS

COVE

O L

D G

E O

R G

R T

O W

N R

TURKEYRUN

C L E

A R C

R E

E K

EAST

G E

R D

NORTH NOLAN RD

WEST RANCIER AVE

SOUTH RANGE RD

F T H

O O

D S

T .J

L S B

L V

PROJECT NO: AD110758P

DETAIL SHEETS

C A

L E

C A

L E

C A

L E

C A

L E

100 SCALE

100 SCALE 100 SCALE

C O

V E

R S

H E

E T

SITE 4 - 36000 PARKING LOT

SITE 3 - 4250 (CLEAR CREEK EXCHANGE PARKING LOT)

SITE 1 - ACP3 (CLEAR CREEK GATE)

SITE 2 - CLEAR CREEK RD (TD TO OLD IRONSIDES AVE)

PAVEMENT MARKING DETAILS IIIC-503

PAVEMENT MARKING DETAILS IIC-502

PAVEMENT MARKING DETAILS IC-501

GENERAL NOTES AND LEGEND SHEETG-102

COVER SHEETG-101

FY21 MICROSURFACING PACKAGE

STRIPING PLAN1C-102

UTILITIES1C-101

MICROSURFACING PLAN1C-001

STRIPING PLAN 22C-102

STRIPING PLAN 12C-101

MICROSURFACING PLAN2C-001

STRIPING PLAN4C-102

UTILITIES4C-101

MICROSURFACING PLAN4C-001

STRIPING PLAN - FIRE LANE3C-104

STRIPING PLAN - SIDE PARKING3C-103

STRIPING PLAN - FRONT PARKING3C-102

UTILITIES3C-101

MICROSURFACING PLAN3C-001

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E O

A B C D E F

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS

n oi sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \G -1

C o v e r S h e e t.

d g n

AD110758P

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

T E

C H

A L E

X H

F Y

O S

U R

F A

CLEAR CREEK

G-102

L E

G E

N D S

H E

E T

G E

N E

R A

L N

O T

E S A

N D

WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

WASTE AND DEBRIS FROM THE SITE IN A MANNER THAT IS LEGAL AND CONSISTENT

THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION 16.

CONSTRUCTION ACTIVITIES.

DETOURING TRAFFIC. PROVIDE ADEQUATE TRAFFIC CONTROL DURING DAILY

PROVIDE THE COR WITH CONSTRUCTION TRAFFIC CONTROL PLANS THAT WILL INCLUDE 15.

SHALL BE PROTECTED.

FIRE LANES SHALL BE PAINTED TO MATCH EXISTING. FIRE LANE MARKINGS ON CURB 14.

APPROPRIATE MARKINGS AS SHOWN.

PROVIDE DIRECTIONAL ARROWS, ADA, STOP BARS, SHARED LANE USE AND OTHER

RESTRIPE WITH THERMOPLASTIC PAINT TO INCLUDE HIGHWAY BEADS. 13.

MARKER INSTALLATION.

SHOULD BE FREE OF DIRT, GREASE, OIL, MOISTURE OR LOOSE AGGREGATE PRIOR TO

SEAL AND BE REMOVED PRIOR TO INSTALLING RAISED PAVEMENT MARKERS. SURFACE

HIGHWAYS AND RAISED MEDIANS. TEMPORARY TABS SHALL BE PLACED PRIOR TO SLURRY

TWO WAY LEFT TURN LANES. RAISED PAVEMENT MARKER TYPE II-C-R WITH DIVIDED

RAISED PAVEMENT MARKER TYPE I-C WITH UNDIVIDED HIGHWAYS, FLUSH MEDIANS AND 12.

NEED TO APPLY A SECOND SET OF TABS.

SEALED ON A DIFFERENT DAY,USE TABS WITH DOUBLE COVERS TO PREVENT THE

ROLLERS OR NO LATER THAN THE END OF THE DAY. WHEN ADJACENT LANE IS TO BE

COVERS REMOVED FROM THE TABS AS SOON AS POSSBILE AFTER FINISHING WITH

MARKING TABS SHOULD BE PLACED BEFORE START OF MICROSURFACING OPERATION AND

DESIGNATE LANE LINES IAW TRAFFIC CONTROL AND STRIPING PLANS. TEMPORARY

TEMPORARY FLEXIBLE-REFLECTIVE ROADWAY MARKER TABS SHOULD BE PLACED TO 11.

POSSIBLE.

FOR SAFETY OF MOTORISTS, TEMPORARY MARKINGS MUST BE REPLACED AS QUICKLY AS 10.

EXISTING STRIPING AND MARKINGS TO BE RESTRIPED SHALL BE COMPLETELY REMOVED.5.

REQUIRE LEVELING UP WITH HOT ASPHALT MIX.

EXCESSIVELY LARGE, CUT AND APPLY HOT OR COLD MIX PATCH. DEPRESSIONS MAY

REPAIRS TO INCLUDE CRACK SEALING MAY BE REQUIRED AS DIRECTED. IF 4.

CONTRACTOR WILL WORK WITHIN CONSTRUCTION LIMITS.3.

WITH NEW AT CONTRACTOR'S EXPENSE. DO NOT OVERLOAD PAVEMENTS TO REMAIN.

DURING THE PERFORMANCE OF THE WORK TO ITS ORIGINAL CONDITION, OR REPLACE

PROTECT ALL EXISTING FEATURES TO REMAIN. REPAIR ANY ITEM WHICH IS DAMAGED 2.

ATTENTION OF CONTRACTING OFFICER PRIOR TO STARTING OPERATIONS.

CONTRACTOR SHALL FIELD VERIFY AND BRING ANY DISCREPANCIES WITH LAYOUT TO 1.

TO ITEM 350 - MICROSURFACING".

CONFORM TO SPECIFICATIONS IN CONTRACT TECHINCAL EXHIBIT D, "TXDOT SPECIAL PROVISION

B) ROADWAYS - SHALL BE A HIGHLY POLYMERIZED PREMIUM SEAL OR SIMILAR AND SHALL

SPECIFICATION 3028 - FRICTIONAL ASPHALTIC SURFACE PERSERVATION TREATMENT".

SHALL CONFORM TO SPECIFICATIONS IN CONTRACT TECHINCAL EXHIBIT C, "TXDOT SPECIAL

A) PARKING LOTS - SHALL BE A FRICTIONAL MASTIC SURFACE TREATMENT OR SIMILAR AND

2. APPLICATION TYPE

TO THE GOVERNMENT.

IT SHALL BE REWORKED, DRIED OUT, AND RE-COMPACTED, OR REMOVED AT NO EXPENSE

FINAL BROOMING AS SOON AS BINDER IS FULLY CURED. IF MATERIAL IS DISTURBED,

D) EXCESS LOOSE AGGREGATE SHOULD BE REMOVED AWAY FROM ROADWAY SURFACE BY

TRANSITION FROM EXISTING CONCRETE & ASPHALT TO NEW MICROSURFACING APPLICATION.

C) CONTRACTOR SHALL MATCH GRADE WITH EXISTING AND ENSURE A SMOOTH

CLASSFICATION.

0.60 GALLONS PER SQUARE YARD. FURNISH AGGREGATE WITH A MINIMUM "B" SURFACE

B) MICROSURFACE AREA WITH MEDIUM APPLICATION RATE NO LESS THAN

WEED/GRASS AT JOINTS BY HERBICIDE.

ADVANCE OF MICROSURFACING OPERATION. PAVEMENT SHALL BE CLEANED OF

A) PAVEMENT SHOULD BE CLEANED AND SWEPT PRIOR TO, BUT NOT TOO FAR IN

1. SURFACE PREPARATION

II. SURFACING REQUIREMENTS:I. GENERAL NOTES:

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \G -1

G e n e ra l

N o te s .d g n

AD110758P

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

LEGEND:

WCO

EXISTING TELECOMMUNICATION MANHOLE

EXISTING WASTEWATER VALVE

EXISTING WASTEWATER MANHOLE

EXISTING WASTEWATER CLEANOUT

EXISTING SANITARY SEWER EQUIPMENT

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING GAS VALVE

EXISTING GAS REGULATOR

EXISTING COMMUNICATIONS PEDESTAL

EXISTING ELECTRIC METER

EXISTING RISER

EXISTING TRANSFORMER - POLE MOUNTED

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING TRAFFIC SIGNAL

EXISTING FENCE LINE

EXISTING WATER LINE

EXISTING TELECOMMUNICATION DUCTBANK

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING OVERHEAD COMMUNICATIONS LINE

CLEAR CREEK

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \1

C -0

O S

U R

F A

C E P

L A

N A

C P .d g n

AD110758P

SHEET SIZE SCALE

11" x 17"

22" x 34"

HALF SIZE

FULL SIZE

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

LEGEND:

17000 SQUARE YARDS

MICROSURFACING APPLICATION,

LIMITS OF CONSTRUCTION

N MICROSURFACING LIMITS - CLEAR CREEK GATE (ACP3)1

SCALE: NTS

R O

S U

R F

A C

E P

L A

N A

C P

CLEAR CREEK RD

CREEK GATE)

ACP 3 (CLEAR

49022

CLEAR CREEK

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \1

C -1

S A

C P .d g n

AD110758P

SHEET SIZE SCALE

11" x 17"

22" x 34"

HALF SIZE

FULL SIZE

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

B O

RRRRR

N EXISTING UTILITIES - CLEAR CREEK GATE (ACP3)1

SCALE: NTS

U T

LEGEND:

17000 SQUARE YARDS

MICROSURFACING APPLICATION,

LIMITS OF CONSTRUCTION

CLEAR CREEK RD

CREEK GATE)

ACP 3 (CLEAR

49022

CLEAR CREEK

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \1

C -1

T R

G P

L A

N A

C P .d g n

AD110758P

SHEET SIZE SCALE

11" x 17"

22" x 34"

HALF SIZE

FULL SIZE

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

S T

G P

L A

N MICROSURFACING PLAN - CLEAR CREEK ACP31

SCALE: NTS

LEGEND:

17000 SQUARE YARDS

MICROSURFACING APPLICATION,

LIMITS OF CONSTRUCTION

NOTES

BETWEEN ALL WHITE SKIP LINE SEGMENTS.

CONTRACTOR SHALL PLACE TYPE II-C-R WHITE RAISED PAVEMENT MARKERS @ 80' SPACING MIDWAY 10.

ALL DOUBLE YELLOW STRIPES.

CONTRACTOR SHALL PLACE TYPE II-A-A YELLOW RAISED MARKERS @ 40' SPACING MIDWAY BETWEEN9.

STOP BAR IS 24" WIDE.8.

LINES ARE 4" WIDE UNLESS NOTED.7.

DOTTED SEGMENTS ARE 2' LONG FOLLOWED BY 4' GAP SPACING. 6.

SKIP LINE SEGMENTS ARE 10' LONG FOLLOWED BY 30' GAP SPACING. 5.

WHITE SEGMENTS SEPARATE ONE WAY TRAFFIC.

LINE COLORS ARE EITHER YELLOW OR WHITE. YELLOW SEGMENTS SEPARATE TWO TRAFFIC. 4.

SEE SHEET C-501 FOR PAVEMENT MARKING DETAILS.3.

AND ANY EXISTING DIRECTION MARKINGS AS SHOWN ON PLANS.

UPON COMPLETION OF SLURRY SEAL, CONTRACTOR SHALL RESTRIPE ALL EDGE, CENTER LINES 2.

STRIPING AND MARKINGS.

PRIOR TO SLURRY SEAL OPERATIONS, CONTRACTOR SHALL REMOVE ALL EXISTING THERMOPLASTIC 1.

STOP BAR, SEE NOTE 8

CLEAR CREEK RD

CREEK GATE)

ACP 3 (CLEAR

49022

SEE C-502 DETAIL 1

LEFT TURN ONLY ARROW

SEE C-502 DETAIL 9

ONLY TEXT

SEE C-502 DETAIL 1

RIGHT TURN ONLY ARROW

DETAIL 5

ARROW, SEE C-501

LANE REDUCTION

8" WHITE LINE

SEE C-501 DETAIL 2

ABOUT CENTER

3'-0" OC @ 45°

12" WHITE LINES

ACP ISLAND CHEVRON

SEE C-502 DETAIL 9

ONLY TEXT

SEE C-501 DETAIL 4

ISLAND,

SEE C-501 DETAIL 3

MARKERS SPACED @ 20',

CHANNELIZATION TUBULAR

SEE DETAIL

@ ROAD EDGE

6" SOLID WHITE LINE TYP

6" SOLID YELLOW LINE 6" SOLID YELLOW LINE

SEE NOTE 5 THIS SHEET

6" WHITE SKIP LINE

@ ROAD EDGE

6" SOLID WHITE LINE TYP

SEE NOTE 8

STOP BAR,

SEE NOTE 6 THIS SHEET

6" WHITE DOTTED LINE

SEE NOTE 6 THIS SHEET

6" YELLOW DOTTED LINE

SEE NOTE 6 THIS SHEET

6" YELLOW DOTTED LINE

SEE NOTE 6 THIS SHEET

6" WHITE DOTTED LINE

SEE NOTE 6 THIS SHEET

6" WHITE DOTTED LINE

YIELD LINES, SEE C-501, DTL 1

CLEAR CREEK

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \2

C -0

O S

U R

F A

C E P

L A

N C

L E

A R C

R E

E K .d g n

AD110758P

SHEET SIZE SCALE

11" x 17"

22" x 34"

HALF SIZE

FULL SIZE

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

LEGEND:

MICROSURFACING LIMITS - CLEAR CREEK RD1

SCALE: NTS

54000 SQUARE YARDS

MICROSURFACING APPLICATION,

LIMITS OF CONSTRUCTION

C L E

A R C

R E

E K R

R O

S U

R F

A C

E P

L A

CLEAR CREEK RD

W B

A T

T A

N A

V E

W O

L D I

R O

N S

E S A

V E

W H

E L L O

N W

H E

E L S A

V E

T A

N K D

E S

T R

O Y

E R B

L V

CLEAR CREEK

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

E E

R D

L D

F O

R T H

O O

D T

E X

A S

P U

B L

O R

K S

E C

T O

R A

T E

D a te

D e s c ri p ti o n sivi

D secivreS & gn ir ee ni g n

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T M

A N

A G

E R

/8 /2

M G E

N G

V C \P ro j\

A D

P F

Y M

O S

U R

F A

G P

A C

K A

G E \F lo o rp la n s

D e s ig n \2

C -1

T R

G P

L A

N C

L E

A R C

R E

E K .d g n

AD110758P

SHEET SIZE SCALE

11" x 17"

22" x 34"

HALF SIZE

FULL SIZE

S L

-O

C T -2

P U

R P

O S

E S O

N L

Y F

O R B

C H

A L E

X H

F Y

O S

U R

F A

C L E

A R C

R E

E K R

S T

G P

L A

LEGEND:

H E

E T

D E

T A

M A

T C

H L

STRIPING PLAN - CLEAR CREEK RD1

SCALE: NTS

STRIPING PLAN - CLEAR CREEK RD2

SCALE: NTS

D E T A

H E E T

C -1

M A T C

H L

T H

H E

E T

D E

T A

M A

T C

H L

(CLEAR CREEK CDC)

41015

(CLEAR CREEK CDC)

41015

MICROSURFACING APPLICATION

LIMITS OF CONSTRUCTION

NOTES

BETWEEN ALL WHITE SKIP LINE SEGMENTS.

CONTRACTOR SHALL PLACE TYPE I-C WHITE RAISED PAVEMENT MARKERS @ 80' SPACING MIDWAY 12.

ALL DOUBLE YELLOW STRIPES.

CONTRACTOR SHALL PLACE TYPE I-A YELLOW RAISED MARKERS @ 40' SPACING MIDWAY BETWEEN11.

DOUBLE LINES ARE SEPARATED BY A 6" SPACE.10.

STOP BAR IS 24" WIDE. 9.

LINES ARE 4" WIDE UNLESS NOTED.8.

SHARED-USED DOTTED SEGMENTS ARE 3' LONG FOLLOWED BY 9' GAP SPACING.7.

DOTTED SEGMENTS ARE 2' LONG FOLLOWED BY 4' GAP SPACING.6.

SKIP LINE SEGMENTS ARE 10' LONG FOLLOWED BY 30' GAP SPACING.5.

WHITE SEGMENTS SEPARATE ONE WAY TRAFFIC.

LINE COLORS ARE EITHER YELLOW OR WHITE. YELLOW SEGMENTS SEPARATE TWO TRAFFIC. 4.

SEE SHEET C-502 & C-503 FOR PAVEMENT MARKING DETAILS.3.

AND ANY EXISTING DIRECTION MARKINGS TO MATCH EXISTING SITE PRIOR TO SLURRY OPERATIONS.

UPON COMPLETION OF SLURRY SEAL, CONTRACTOR SHALL RESTRIPE ALL EDGE, CENTER LINES 2.

PRIOR TO SLURRY SEAL OPERATIONS, CONTRACTOR SHALL REMOVE ALL EXISTING THERMOPLASTIC. 1.

T A

N K D

E S

T R

O Y

E R B

L V

SEE C-502 DETAILS 1-3

TURN ARROWS

SEE C-502 DETAIL 9

ONLY TEXT

SEE NOTE 6 THIS SHEET

DOTTED WHITE LINE

SEE NOTE 7 THIS SHEET

SHARED-USED DOTTED WHITE LINE

SEE NOTE 7 THIS SHEET

SHARED-USED DOTTED WHITE LINE

SEE C-502 DETAIL 9

ONLY TEXT

SEE C-502 DETAILS 1-3

TURN ARROWS

SEE NOTE 6 THIS SHEET

DOTTED WHITE LINE

SEE C-503, DETAIL 7

SYMBOL, 4' WIDE LANE

HELMETED BICYCLIST

SEE C-503, DETAIL 7

SYMBOL, 5' WIDE LANE

HELMETED BICYCLIST

SYMBOL, SEE C-503, DETAIL 7

HELMETED BICYCLIST

SEE C-503, DETAIL 7

SYMBOL, 4' WIDE LANE

HELMETED BICYCLIST

SEE NOTE 7 THIS SHEET

4' WIDE LANES

SHARED-USED DOTTED WHITE LINES,

SEE NOTE 10 THIS SHEET

SOLID DOUBLE YELLOW LINES BOTH SIDES

SEE NOTE 5 THIS SHEET

WHITE SKIP LINES

SEE NOTE 5 THIS SHEET

WHITE SKIP LINES

DETAIL 1

SEE C-503,

4' GAP WIDTHS

MARKING,

CROSSWALK

SEE NOTE 9

STOP BAR

SEE C-503, DETAIL 1

2' GAP WIDTHS

CROSSWALK MARKING

SYMBOL, SEE C-503 DETAIL 7

HELMETED BICYCLIST

S CLEAR CREEK RD

ABOUT CENTER

5'-0" OC @ 45°

12" WHITE LINES

ISLAND STRIPING

2' GAP WIDTHS

MARKING,

CROSSWALK

SEE NOTE 10 THIS SHEET

SOLID DOUBLE YELLOW LINES BOTH SIDES

8" WHITE LINE

20'-0" SPACING @ 45°

24" SOLID YELLOW LINE

20'-0" SPACING @ 45°

24" SOLID YELLOW LINE

24" WIDE BUFFER STRIPING, 18' OC @ 45°