Striping Plan.pdf

PDF 6 MB Posted Aug 19, 2026

Attached to: Painted Pavement Markings/Striping
Solicitation number: 38561
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · Aug 20, 2026

This is a Striping Plan document for the Waterbury Bus Maintenance Facility Electrification Phase 1 project located in Watertown, Connecticut, prepared by Wendel Architecture, P.C. for CTtransit. The project encompasses painted pavement markings and striping work at the facility's first floor bus parking area. The striping plan specifies restriping of all north-south running lane lines using 4-inch white paint and steering lines using 4-inch dashed yellow paint. Additionally, lanes 6-8 must be restriped to match lane 9 specifications. The plan includes eight new exterior 4-inch yellow lines, each 100 feet long, spaced 15 feet on center starting 17 feet from the north edge of the pavement. The document indicates parking accommodation for 12 buses with four future spaces (asphalt not to be striped) and four car parking spaces (also unstriped). The plan references multiple revisions dated from August 2014 through April 2018, with the most recent design configuration approved on June 11, 2014, at a scale of 1/16 inch equals 1 foot.

The striping plan includes a base bid option to paint over existing lines every 42 feet at nine locations with gray paint, and an alternative bid option to remove existing lines at the same intervals. All work must comply with current Connecticut Department of Transportation standard specifications and standard sheets. The contractor is responsible for locating and verifying utility locations before construction begins and must notify utility companies for disconnect of services. Prior to construction start, the contractor must notify the owner's representative of any discrepancies between plan specifications and actual field conditions. Damaged pavement incurred during construction shall be repaired or replaced at the contractor's expense. Upon project completion, all disturbed areas must receive minimum 4-inch topsoil, be fine-graded, fertilized, seeded, and mulched. The contractor is required to obtain and pay all associated fees for required permits.

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File	Type	Posted
38561_Aug_20_26_solicitation_doc.pdf	PDF	Aug 19, 2026
38561_Aug_24_26_solicitation_doc.pdf	PDF	Aug 19, 2026
RFQ 08-26 Painted Pavement Lines.doc	DOC document	Aug 19, 2026

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1:3 SLOPE AREA

75.00'

EXIST. STONE RETAINING WALL

NAUGATUCK RIVER WALK

NAUGATUCK RIVER

.6'

.1'

181.3'

106.2'

22.63'

32.52'

4.00'

1:3 SLOPE AREA

10,000 GAL

,00

0 G

GENERATOR

10,000 GAL

U C

K R

U C

K R

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

12-23-2024

330805

NO. REVISIONS DATE

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

WATERBURY BUS

MAINTENANCE FACILITY

ELECTRIFICATION

PHASE 1 - THREE 3:1 CHARGING

CONSTRUCTION DOCUMENTS

CTtransit

761 FROST BRIDGE ROAD

WATERTOWN, CT 06795

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 f:716.625.6825

WENDEL ARCHITECTURE, P.C

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN

INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT

AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER

PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND

ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IS PROHIBITED IN ACCORDANCE WITH

STATE LAW, CODE AND RULES.

C201

SITE LAYOUT PLAN

AND DETAILS

AS NOTED

IR2 TAR / RDK

1 SITE LAYOUT PLAN

SCALE: 1" = 20' N

EXISTING BUILDING

EXISTING ACCESS ROAD

EXISTING STORMWATER MANAGEMENT AREA

1-1/2" HMA S0.375

EXISTING

PAVEMENT

SECTION

2" HMA S0.5

12" PROCESSED AGGREGATE

BASE COURSE

FINISHED

GRADE, EQUAL

TOPSOIL M.13.01,

MIN. 4"

GEOTEXTILE M.08.01-19

(SEPARATION, MEDIUM

SURVIVABILITY)

COMPACTED SUBGRADE FREE

OF TOPSOIL

NOTE: DIMENSIONS GIVEN ON PLAN ARE TAKEN FROM EDGE OF ASPHALT TOP COURSE.

2 ASPHALT PAVEMENT DETAIL

SCALE: NTS

LEGEND:

= SAWCUT EXISTING PAVEMENT

FROST BRIDGE ROAD

PROJECT AREA

KEY PLAN

NTS

JAM

ES H

. D

C Y M

. H

W Y.

MIN.MIN.

CONCRETE FOOTING

6" 8" 6"

20" DIA.

6" 3'-

0" 3'-

6" * SCHEDULE 80 GALVANIZED

STEEL PIPE - 8" DIA. X 7' LONG,

FILLED WITH 4000 PSI

CONCRETE.

1/ 2"

1" CONCRETE DOME

EXISTING GRADE

YELLOW POLYETHYLENE COVER

EXISTING GRASS OR NEW

PAVEMENT

5 BOLLARD DETAIL

SCALE: NTS3 HEAVY DUTY ASPHALT PAVEMENT DETAIL

SCALE: NTS

1-1/2" HMA S0.375

EXISTING

PAVEMENT

SECTION

6" HMA S0.5 IN TWO EQUAL LIFTS

12" PROCESSED AGGREGATE

BASE COURSE

FINISHED

GRADE, EQUAL

GEOTEXTILE M.08.01-19

(SEPARATION, MEDIUM

SURVIVABILITY)

COMPACTED SUBGRADE FREE

OF TOPSOIL

NOTE: DIMENSIONS GIVEN ON PLAN ARE TAKEN FROM EDGE OF ASPHALT TOP COURSE.

= ASPHALT PAVEMENT

= HEAVY DUTY ASPHALT PAVEMENT BUS PARKING AREA

4 HEAVY DUTY PAVEMENT PLAN

SCALE: 1" = 20' N

168.5'

SEEDING M.13.04 WITH

FERTILIZER M.13.03

TOPSOIL M.13.01,

MIN. 4"

SEEDING M.13.04 WITH

FERTILIZER M.13.03

90°

5°

1. BASE MAPPING FOR THIS DRAWING BASED ON RECORD DRAWINGS SUPPLIED BY

CTDOT, DATED JUNE, 2014.

2. WORK COMPLETED UNDER THESE CONTRACT DOCUMENTS SHALL BE IN ACCORDANCE

WITH THE CURRENT EDITION OF THE STATE OF CONNECTICUT DEPARTMENT OF

TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS AND STANDARD SHEETS.

DESIGNATIONS FOR CDOT STANDARD SPECIFICATION ITEMS ARE "M.00.00", AND

DESIGNATIONS FOR CDOT STANDARD DETAILS ARE "HW-000_00".

3. CONTRACTOR TO LOCATE AND / OR VERIFY LOCATION OF UTILITIES IN THE FIELD

BEFORE BEGINNING WORK. PRIOR TO REMOVAL AND EXCAVATION WORK,

CONTRACTOR TO NOTIFY UTILITY COMPANIES REGARDING DISCONNECT OF SERVICES

AND MARKING EXACT LOCATION OF BURIED UTILITIES.

4. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO NOTIFY OWNER'S

REPRESENTATIVE OF DISCREPANCIES FOUND BETWEEN INFORMATION SHOWN ON

PLANS AND ACTUAL FIELD CONDITIONS.

5. PAVEMENT NOT NOTED TO BE REMOVED, BUT DAMAGED DURING CONSTRUCTION,

SHALL BE REPAIRED OR REPLACED, FLUSH WITH EXISTING GRADE AT CONTRACTOR'S

EXPENSE.

6. ITEMS NOT NOTED TO BE REMOVED AND/OR DEMOLISHED ARE TO REMAIN AND TO BE

PROTECTED AS NECESSARY. IN PARTICULAR, CONTRACTOR SHALL TAKE EXTRA

MEASURES NOT TO INJURE EXISTING TREES THAT ARE NOT BEING REMOVED.

7. ITEMS NOTED TO BE REMOVED SHALL BE CAREFULLY HANDLED WITHOUT BEING

DAMAGED; SALVAGE AND STOCKPILE ON-SITE OR PER OWNER'S DIRECTION.

8. SAW-CUT PAVEMENT AND CURBING AT LIMITS OF REMOVAL.

9. ALL DAMAGED AND/OR DISTURBED AREAS REMAINING, AFTER CONSTRUCTION IS

COMPLETED SHALL RECEIVE MIN. 4" TOPSOIL, BE FINE GRADED, FERTILIZED, SEEDED

AND MULCHED. TOPSOIL TO BE FLUSH WITH PAVEMENT AND/OR TOP OF CURB AND

SHALL BE "FEATHERED" INTO ADJACENT LAWN AREAS TO CREATE A SMOOTH

TRANSITION BETWEEN NEWLY SEEDED AREAS AND EXISTING LAWN.

10. NEW LIGHT STANDARDS ARE TO BE SET BACK 2' FROM GUIDERAIL.

11. CONSTRUCTION STAGING AND STORAGE AREAS TO BE COORDINATED WITH OWNER'S

REPRESENTATIVE.

12. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO CONFIRM THE EXISTING SITE

CONDITIONS AND SCOPE OF WORK.

13. CONTRACTOR SHALL OBTAIN AND PAY ASSOCIATED FEES FOR PERMITS REQUIRED

FOR CONSTRUCTION.

GENERAL NOTES

93°

7°

90°

135°

12"

SAWCUT EXISTING PAVEMENT

12"

SAWCUT EXISTING PAVEMENT

DEMOLITION NOTES:

1. BEGIN REMOVAL OF EXISTING MERRITT PARKWAY GUIDERAIL

2. BEGIN REMOVAL OF EXISTING 8' HIGH CHAIN LINK FENCE

3. REMOVE AND DISPOSE OF EXISTING LIGHT POLE AND BASE

4. END OF EXISTING GUIDERAIL AND FENCE REMOVAL

5. SAWCUT EXISTING PAVEMENT

6. EXISTING GUIDERAIL AND 8' HIGH CHAIN LINK FENCE TO REMAIN

CONSTRUCTION NOTES:

1. ASPHALT PAVEMENT; RE: 2, C201

2. HEAVY DUTY ASPHALT PAVEMENT; RE: 3, 4, C201

3. 2 ON 1 SLOPE AREA; RE: 2, C301

4. LIGHT POLES WITH FOUNDATIONS, SEE ELECTRICAL DRAWINGS

5. (4 ) BOLLARDS AROUND EXISTING LIGHT POLE; RE: 5, C201

6. 160 LF OF MERRITT PARKWAY GUIDERAIL; RE: HW-910_12b & HW-911_05

7. 8' HIGH CHAIN LINK FENCE, CONNECT TO EXISTING WITH NEW POSTS; RE:

HW-913_01

8. PROPOSED PUMP STATION AND BOLLARDS TO BE CONSTRUCTED IN FUTURE

PHASE

9. PARKING FOR 12 BUSES AND 4 FUTURE BUSES (ASPHALT IS NOT TO BE STRIPED)

10. PARKING FOR 4 CARS (ASPHALT IS NOT TO BE STRIPED)

11. UNDERGROUND ELECTRICAL CIRCUIT, REFER TO ELECTRICAL DRAWINGS.

12. SAWCUT EXISTING PAVEMENT FOR ELECTRICAL TRENCH, RESTORE PAVEMENT;

RE: 2, C201

172.6'

0.3

135°

6.2

135°

45°

MontanaPD Line

MontanaPD Length Measurement 6'-6"

MontanaPD Length Measurement 17'-0"

MontanaPD Length Measurement 3'-3"

MontanaPD Length Measurement 100'-0"

MontanaPD Line

MontanaPD Length Measurement 15'-0"

MontanaPD Text Box EIGHT NEW EXTERIOR 4" YELLOW LINES. 100' LONG (TYP.) 15' O.C. STARTING 17' FROM NORTH EDGE OF PAVEMENT

MontanaPD Arrow

MontanaPD Line

MontanaPD Text Box DISREGARD ALL NOTES ON THIS PLAN. THIS SHEET IS BEING USED TO ESTABLISH STRIPING LAYOUT ONLY

MontanaPD Cloud

MontanaPD Arrow

WCPWCPOZ DV

Pit 2Pit 1

TRENCH DRAIN

DRAIN FOR POST-TENSIONED SLAB

AREAS, DRAIN LOCATED 10" BELOW

FIRST FLOOR, 315'-2"

EMERGENCY EYE WASH AND SHOWER

BOLLARD, RE: STRUCTURAL FOR DETAIL

STRIPED WALKWAY

LEGEND:

ONE-HOUR FIRE RATING

TWO-HOUR FIRE RATING

HIGH POINT = 0"

FIRST FLOOR- ELEVATION 316'-0"

PARKING LEVEL- ELEVATION 303'-6"

LOW POINT= VARIES

FIRST FLOOR- LP SHALL BE CALCULATED BY THE

FOLLOWING CRITERIA AT PT SLAB AREAS.

- DESIRED HEIGHT OF TRENCH GRATE IS 315'-9"

- TOPPING SLAB SLOPE SHALL NOT BE LESS

THAN 1/8" PER FT

- TOPPING SLAB THICKNESS SHALL NOT BE LESS

THAN 3"

PARKING LEVEL AND NON-PT SLAB DRAINS ON

FIRST FLOOR- LP SHALL BE CALCULATED BY 1/8"

SLOPE FROM THE HP TO THE LP

CONCRETE WITH METAL SHAKE

RECESSED WALK-OFF MAT; RE:

NOTES:

1. TYPICAL DOOR DIMENSION PER DETAILS ON SHEET A002

UNLESS OTHERWISE NOTED.

2. DIMENSIONS ARE TO EXTERIOR FACE OF CMU BACKUP

OR OUTSIDE FACE OF CONCRETE FOUNDATION WALL

3. PARKING SPACE 9'X18' UNLESS OTHERWISE NOTED

4. REFER TO FOR FIRST FLOOR BUS STRIPING

PLAN

RECESSED FIRE EXTINGUISHER CABINET RE:

WALL MOUNTED FIRE EXTINGUISHER

IN-COUNTER RECYCLING BIN FOR PAPER AND CANS/ PLASTIC

/15 A-802

/16 A-802FE

SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET, RE: PLUMBINGFHC

/10 A-801

/10 A-851

SRFHC SEMI-RECESSED FIRE HOSE CABINET, RE: PLUMBING

RFHC RECESSED FIRE HOSE CABINET, RE: PLUMBING

A C

5 5

4 4

3 3

2 2

1.3 1.3

1 1

H.1

N.1

S.5

2.7 2.7

3.3 3.3

1.6 1.6

3.2 3.2

D.8

A-601

22' - 3" 35' - 0" 29' - 0" 27' - 3" 2' - 9" 30' - 8" 29' - 0" 28' - 11" 2' - 2" 28' - 11" 29' - 0" 30' - 0" 30' - 0" 29' - 0" 28' - 11" 2' - 2" 28' - 11" 29' - 1" 29' - 11" 21' - 5" 24' - 0" 30' - 5" 17' - 7"

566' - 4"

22' - 3" 24' - 8"

22' - 3" 30' - 8"

47' - 0" 47' - 0" 47' - 0" 47' - 0" 6' - 0" 64' - 0" 47' - 0" 47' - 0" 47' - 0" 47' - 0"

22' - 3" 24' - 8" 188' - 0" +/-

48' - 0 3/8" 35' - 0" 35' - 0" 35' - 0" 35' - 0" 47' - 0" 35' - 0" 35' - 0" 35' - 0" 42' - 0" 35' - 0" 35' - 0"

PAINTED

STRIPING,

TYP

FE FE FE FE FE FE FE FE

FEFE

FE FE

NO TIRE CHAINS

BEYOND THIS

POINT

N O

E C

H A

B E Y O

N D

T H

P O

PAINTED LINE TO CLEARLY

DELINEATE BOUNDARY OF

EMORY FINISH, TYP

SPACE ALLOCATED

FOR PAINTED

MESSAGE

22' - 0"

11' - 6"

S P A C

O C

A T E D

P A

T E D

M E S

S A

G E

10' - 0"

E Q

PAINTED LINE TO

CLEARLY DELINEATE

BOUNDARY OF

EMORY FINISH, TYP

ALIGN

PAINTED LINE TO

CLEARLY

DELINEATE

BOUNDARY OF

EMORY FINISH, TYP

NO TIRE CHAINS

BEYOND THIS

POINT

SPACE

ALLOCATED

FOR PAINTED

MESSAGE

22' - 0" 22' - 0"

20' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 6' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0"

STEERING

LINES, TO BE

PAINTED SAFETY

YELLOW, TYP

09 91 23

PAINTED

STRIPING,

TYP

DESIGNER/DRAFTER:

CHECKED BY:

ENGINEERS:

APPROVED BY: DATE:

SCALE:

PROJECT TITLE: ADDRESS:

DRAWING TITLE:

SHEET NO.

DRAWING NO.

PROJECT NO.

0431-0006

FILENAME:

THE INFORMATION, INCLUDING

ESTIMATED QUANTITIES OF

WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE

AND IS IN NO WAY WARRANTED

TO INDICATE THE CONDITIONS OF

ACTUAL QUANTITIES OF WORK

WHICH WILL BE REQUIRED.

ARCHITECT:

WENDEL

140 JOHN JAMES

AUDUBON PKWY.,

SUITE 201

AMHERST, NEW YORK

14228WENDEL

ReSTL DESIGNERS, CLOUGH HARBOUR ASSOC., AI ENGINEERS, WENDEL

CONFORMED SET

As indicated

WATERBURY BUS

MAINTENANCE FACILITY

REPLACEMENT

A-117

FIRST FLOOR BUS STRIPING PLAN

ELS

JPK, SBB

SBB 6/11/14

FROST BRIDGE ROAD

WATERTOWN, CONNECTICUT 06787

02 2 6 14 22

07.025.A1FIRE EXTINGUISHER LOCATIONS, ADD DIM, REVISE BUS CLEAR BY COL PROTECTION

REVISE PLAN NOTES 07.025.A3

REVISE STRIPING 07.025.A4

1/16" = 1'-0"

FIRST FLOOR BUS STRIPING PLAN

GUARDRAILS AT CROSS BRACING PER FIRE MARSHAL COMMENT

REVISE BUS STRIPING PLAN 07.025.CF2

07.025.CF2

REVISIONS

REV. DATE DESCRIPTION SHEET NO.

1 8/27/14 ADDENDUM 1-

2 9/26/14 ADDENDUM 3-

3 11/5/14 ADDENDUM 4-

4 11/2/17 DC #250-

5 4/11/18 DC#277/ 277.1-

07.025.CF2

MontanaPD Text Box

EXISTING

MontanaPD Rectangle

MontanaPD Text Box

RESTRIPE LANES 6-8 TO MATCH LANE 9, SEE NEXT.

MontanaPD Text Box Base Bid:

Paint over existing lines every 42' (x 9 locations) with gray.

Add. Alt:

Remove existing lines every 42' (x 9 locations)

MontanaPD Cloud

MontanaPD Snapshot

MontanaPD Arrow

WCPWCPOZ DV

Pit 2Pit 1

TRENCH DRAIN

DRAIN FOR POST-TENSIONED SLAB

AREAS, DRAIN LOCATED 10" BELOW

FIRST FLOOR, 315'-2"

EMERGENCY EYE WASH AND SHOWER

BOLLARD, RE: STRUCTURAL FOR DETAIL

STRIPED WALKWAY

LEGEND:

ONE-HOUR FIRE RATING

TWO-HOUR FIRE RATING

HIGH POINT = 0"

FIRST FLOOR- ELEVATION 316'-0"

PARKING LEVEL- ELEVATION 303'-6"

LOW POINT= VARIES

FIRST FLOOR- LP SHALL BE CALCULATED BY THE

FOLLOWING CRITERIA AT PT SLAB AREAS.

- DESIRED HEIGHT OF TRENCH GRATE IS 315'-9"

- TOPPING SLAB SLOPE SHALL NOT BE LESS

THAN 1/8" PER FT

- TOPPING SLAB THICKNESS SHALL NOT BE LESS

THAN 3"

PARKING LEVEL AND NON-PT SLAB DRAINS ON

FIRST FLOOR- LP SHALL BE CALCULATED BY 1/8"

SLOPE FROM THE HP TO THE LP

CONCRETE WITH METAL SHAKE

RECESSED WALK-OFF MAT; RE:

NOTES:

1. TYPICAL DOOR DIMENSION PER DETAILS ON SHEET A002

UNLESS OTHERWISE NOTED.

2. DIMENSIONS ARE TO EXTERIOR FACE OF CMU BACKUP

OR OUTSIDE FACE OF CONCRETE FOUNDATION WALL

3. PARKING SPACE 9'X18' UNLESS OTHERWISE NOTED

4. REFER TO FOR FIRST FLOOR BUS STRIPING

PLAN

RECESSED FIRE EXTINGUISHER CABINET RE:

WALL MOUNTED FIRE EXTINGUISHER

IN-COUNTER RECYCLING BIN FOR PAPER AND CANS/ PLASTIC

/15 A-802

/16 A-802FE

SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET, RE: PLUMBINGFHC

/10 A-801

/10 A-851

SRFHC SEMI-RECESSED FIRE HOSE CABINET, RE: PLUMBING

RFHC RECESSED FIRE HOSE CABINET, RE: PLUMBING

A C

5 5

4 4

3 3

2 2

1.3 1.3

1 1

H.1

N.1

S.5

2.7 2.7

3.3 3.3

1.6 1.6

3.2 3.2

D.8

A-601

566' - 4"

22' - 3" 24' - 8"

22' - 3" 30' - 8"

47' - 0" 47' - 0" 47' - 0" 47' - 0" 6' - 0" 64' - 0" 47' - 0" 47' - 0" 47' - 0" 47' - 0"

22' - 3" 24' - 8" 188' - 0" +/-

48' - 0 3/8" 35' - 0" 35' - 0" 35' - 0" 35' - 0" 47' - 0" 35' - 0" 35' - 0" 35' - 0" 42' - 0" 35' - 0" 35' - 0"

PAINTED

STRIPING,

TYP

FE FE FE FE FE FE FE FE

FEFE

FE FE

NO TIRE CHAINS

BEYOND THIS

POINT

N O

E C

H A

B E Y O

N D

T H

P O

PAINTED LINE TO CLEARLY

DELINEATE BOUNDARY OF

EMORY FINISH, TYP

SPACE ALLOCATED

FOR PAINTED

MESSAGE

22' - 0"

11' - 6"

S P A C

O C

A T E D

P A

T E D

M E S

S A

G E

10' - 0"

E Q

PAINTED LINE TO

CLEARLY DELINEATE

BOUNDARY OF

EMORY FINISH, TYP

ALIGN

PAINTED LINE TO

CLEARLY

DELINEATE

BOUNDARY OF

EMORY FINISH, TYP

NO TIRE CHAINS

BEYOND THIS

POINT

SPACE

ALLOCATED

FOR PAINTED

MESSAGE

22' - 0" 22' - 0"

20' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 6' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 42' - 0"

STEERING

LINES, TO BE

PAINTED SAFETY

YELLOW, TYP

09 91 23

PAINTED

STRIPING,

TYP

DESIGNER/DRAFTER:

CHECKED BY:

ENGINEERS:

APPROVED BY: DATE:

SCALE:

PROJECT TITLE: ADDRESS:

DRAWING TITLE:

SHEET NO.

DRAWING NO.

PROJECT NO.

0431-0006

FILENAME:

THE INFORMATION, INCLUDING

ESTIMATED QUANTITIES OF

WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE

AND IS IN NO WAY WARRANTED

TO INDICATE THE CONDITIONS OF

ACTUAL QUANTITIES OF WORK

WHICH WILL BE REQUIRED.

ARCHITECT:

WENDEL

140 JOHN JAMES

AUDUBON PKWY.,

SUITE 201

AMHERST, NEW YORK

14228WENDEL

ReSTL DESIGNERS, CLOUGH HARBOUR ASSOC., AI ENGINEERS, WENDEL

CONFORMED SET

As indicated

WATERBURY BUS

MAINTENANCE FACILITY

REPLACEMENT

A-117

FIRST FLOOR BUS STRIPING PLAN

ELS

JPK, SBB

SBB 6/11/14

FROST BRIDGE ROAD

WATERTOWN, CONNECTICUT 06787

02 2 6 14 22

07.025.A1FIRE EXTINGUISHER LOCATIONS, ADD DIM, REVISE BUS CLEAR BY COL PROTECTION

REVISE PLAN NOTES 07.025.A3

REVISE STRIPING 07.025.A4

1/16" = 1'-0"

FIRST FLOOR BUS STRIPING PLAN

GUARDRAILS AT CROSS BRACING PER FIRE MARSHAL COMMENT

REVISE BUS STRIPING PLAN 07.025.CF2

07.025.CF2

REVISIONS

REV. DATE DESCRIPTION SHEET NO.

1 8/27/14 ADDENDUM 1-

2 9/26/14 ADDENDUM 3-

3 11/5/14 ADDENDUM 4-

4 11/2/17 DC #250-

5 4/11/18 DC#277/ 277.1-

07.025.CF2

MontanaPD Text Box

PROPOSED

MontanaPD Snapshot

MontanaPD Line

MontanaPD Text Box

EXISTING TO REMAIN

MontanaPD Text Box RESTRIPE ALL NORTH - SOUTH RUNNING LANE LINES (4" WHITE) & STEERING LINES (4" DASHED YELLOW). RESTRIPE LANE 6-8 TO MATCH LANE 9 (4" WHITE)

MontanaPD Snapshot

MontanaPD Rectangle

MontanaPD Text Box

LANE 9 BASED ON THESE DIMENSIONS

MontanaPD Arrow

MontanaPD Text Box

EXISTING TO REMAIN

MontanaPD Arrow

MontanaPD Snapshot

SanzoC Typewritten Text Red

SanzoC PolyLine

SanzoC Line

SanzoC Rectangle

SanzoC Callout New Stencil and Outline

SanzoC Rectangle

SanzoC Callout New Stencil and Outline

SanzoC Rectangle

SanzoC Callout New Stencil and Outline

SanzoC Polygon

SanzoC Callout Stop Cross-Hatch

SanzoC Callout Red Tire Chain Line

File details come from the government source that posted it. Updated Aug 20, 2026.