ITB 27-01TM Plans.pdf

PDF 25 MB Posted Jun 23, 2026

Attached to: ITB 27-01TM Pine Chapel Road Corridor Improvements
Solicitation number: IFB-122988
Issued by: Buena Vista City, Hampton City, Virginia

About this file

Written by GovTribe AI · Jun 26, 2026

This document is a comprehensive set of construction plans for the Pine Chapel Road Corridor Improvements project in Hampton, Virginia, prepared by ATCS (Advanced Traffic Control Systems) under VDOT Project No. U000-114-382. The project involves significant roadway modifications to Pine Chapel Road between Coliseum Drive and Saville Row, including the addition of a 5-foot sidewalk on the south side to fill a gap in the pedestrian network. The primary work includes converting the existing 4-lane undivided roadway into a 3-lane configuration with one travel lane in each direction and a center two-way left turn lane. The project encompasses intersection improvements at Coliseum Drive and Saville Row, installation of raised medians, ADA-compliant ramps and crosswalks, pedestrian signal modifications, utility infrastructure adjustments, and traffic signal modifications. The total area of disturbance is 0.928 acres, with an adjusted disturbance area of 0.530 acres after accounting for routine maintenance. Construction sequencing details indicate that the contractor must obtain plan approval, secure all applicable permits including land disturbance permits, submit a temporary traffic control plan compliant with Virginia standards, and hold a pre-construction meeting at least two weeks prior to starting work.

The project requires compliance with the Virginia Stormwater Management Handbook and includes comprehensive erosion and sediment control (E&SC) measures such as silt fence installation, inlet protection, temporary and permanent seeding, tree protection fencing, and dewatering devices. The contractor must maintain a minimum of 10 feet horizontal separation between water and sanitary sewer mains and 18 inches vertical separation where crossings occur, with ductile iron piping required in certain conditions. All work within the City right-of-way requires a separate permit from the Community Development Department, and work on restricted streets is limited to 8:30 AM to 4:00 PM and 6:00 PM to 6:00 AM with lane closures restricted to one lane while maintaining two-way traffic. The contractor is responsible for all concrete testing through an independent laboratory, submittal of three complete record drawing sets including AutoCAD files, coordination with private utility companies and Newport News Waterworks, and maintaining safe pedestrian access throughout construction. The project requires a Responsible Land Disturber for both plan review and construction phases, with the contractor responsible for submitting the name of the certified Responsible Land Disturber upon contract award.

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COM

ERCE DRIVE

COLISEUM DRIVEPINE CHAPEL ROAD

SITE

INTERSTATE 64

SAVILLE RO

MERCURY BOULEVARD

. AR

ISTEAD

AVENUE

COLISEUM

DRIVE

INTERSTATE 64POWER PLANT PKWY

CUNNINGHAM DRIVE

W. QUEEN STREET

STATISTICAL DATA

TOTAL AREA OF DISTURBANCE: 40,403 SQFT OR 0.928 AC

WITHIN OVERALL DISTURBED AREA:

EXISTING IMPERVIOUS AREA: 31,417 SQFT OR 0.721 AC, 77.8%

EXISTING PERVIOUS AREA (MANAGED TURF): 8,986 SQFT OR 0.206 AC, 22.2%

EXISTING PERVIOUS AREA (FOREST/OPEN SPACE): 0 SQFT OR 0 AC, 0%

PROPOSED IMPERVIOUS AREA: 26,791 SQFT OR 0.615 AC, 66.3%

PROPOSED PERVIOUS AREA (MANAGED TURF): 13,612 SQFT OR 0.313 AC, 33.7%

PROPOSED PERVIOUS AREA (FOREST/OPEN SPACE): 0 SQFT OR 0 AC, 0%

EXISTING IMPERVIOUS AREA CONSIDERED MAINTENANCE: 17,320 SQFT OR 0.398 AC

ADJUSTED AREA OF DISTURBANCE (OVERALL DISTURBED MINUS MAINTENANCE AREA): 23,083 SQFT OR 0.530 AC

EXISTING IMPERVIOUS AREA: 14,097 SQFT OR 0.324 AC, 61.1%

EXISTING PERVIOUS AREA (MANAGED TURF): 8,986 SQFT OR 0.206 AC, 38.9%

EXISTING PERVIOUS AREA (FOREST/OPEN SPACE): 0 SQFT OR 0 AC, 0%

PROPOSED IMPERVIOUS AREA: 9,471 SQFT OR 0.217 AC, 41.0%

PROPOSED PERVIOUS AREA (MANAGED TURF): 13,612 SQFT OR 0.313 AC, 59.0%

PROPOSED PERVIOUS AREA (FOREST/OPEN SPACE): 0 SQFT OR 0 AC, 0%

VICINITY MAP SCALE: 1"=1000'

PREPARED FOR:

CITY OF HAMPTON, VIRGINIA

22 LINCOLN STREET, 4TH FLOOR

HAMPTON, VA 23669

BY:

Kristin Kaszyca

THE PROFESSIONAL WHOSE SEAL IS AFFIXED TO THIS PLAN SHALL ACT

ON BEHALF OF THE OWNER AS "RESPONSIBLE LAND DISTURBER" FOR

THE PURPOSES OF PLAN REVIEW AND APPROVAL ONLY. PRIOR TO THE

ISSUANCE OF A LAND DISTURBING PERMIT, THE OWNER/DEVELOPER OR

CONTRACTOR SHALL PROVIDE A "CERTIFIED RESPONSIBLE LAND

DISTURBER" FOR THE CONSTRUCTION PHASE OF THE PROJECT AND

SHALL PROVIDE WRITTEN NOTIFICATION SHOULD THE "RESPONSIBLE

LAND DISTURBER" CHANGE DURING CONSTRUCTION.

The following person ________________ (print), is identified as the Responsible Land Disturber who will be in charge of and responsible for carrying out the land disturbing activity. This person meets the applicable requirements of Virginia Code Section 62.1-44.15:52 and 62.1-44.15:55 by virtue of the following (check the category that applies):

Responsible land disturber certificate DCR / DEQ certification for combined administrator, administrator reviewer, inspector or contractor VA professional engineer, land surveyor, landscape architect, or architect.

Award of the contract will relieve the above signer of all responsibility.

PROPERTY SHOWN ON THIS PLAN IS NOT LOCATED WITHIN THE

CHESAPEAKE BAY PRESERVATION AREA (CBPA)

FLOOD ZONE

PROPERTY SHOWN ON THIS PLAN APPEARS TO LIE WITHIN FLOOD ZONE

"X" AS SHOWN ON THE FEMA FLOOD BOUNDARY MAP 5155270017H, DATED

MAY 16, 2016

SPECIAL FLOOD HAZARD AREAS - N/A

AREA OF MINIMUM PAVEMENT MARKING ERADICATION AND

REPLACEMENT APPEARS TO LIE WITHIN FLOOD ZONE "AE" AS SHOWN ON

THE FEMA FLOOD BOUNDARY MAP 5155270017H DATED MAY 16, 2016

PINE CHAPEL ROAD CORRIDOR

IMPROVEMENTS UPC 120901

OWNER

CITY OF HAMPTON VIRGINIA

ENGINEERING SERVICES

22 LINCOLN STREET 4TH FLOOR

HAMPTON, VA 23669

PHONE 757-727-6346

FAX 757-726-2829

CIVIL ENGINEER

ATCS

KRISTIN KASZYCA, PE

690 TOWN CENTER DR, SUITE 201

NEWPORT NEWS, VA 23606

PHONE 757-504-2976

FAX 757-637-0276

690 TOWN CENTER DRIVE, SUITE 201

NEWPORT NEWS, VIRGINIA 23606

(757) 504-2976 FAX (757) 637-0276 WWW.ATCS.COM

CLIENT - EMPLOYEE - COMPANY - COMMUNITY

D B

Y, D

B Y

U R

E U

Y, D

T M

100% SUBMISSION

MAY 26, 2026

OF01GI001 77

TRAFFIC DESIGN INFORMATION AND VOLUMES BASED ON VDOT TRAFFIC VOLUMES.

THE VEHICLE CLASSIFICATION ESTIMATES WERE OBTAINED FROM AVAILABLE VDOT

TRAFFIC DATA.

MISS UTILITY

NOTIFY "MISS UTILITY" AT 811 or

(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

6-2-26

Suheir Diyab6-2-26

COLISEUM DRIVE

E C

L R

OAD

PINE CHAPEL ROAD

COMMERCE DRIVE

COLISEUM DRIVE

SAVILLE ROW

VF102

CD102

CP102

CM102

CU102

VF104

CD104

CP104

CM104

CU104

VF103

CD103

CP103

CM103

CU103

VF105

CD105

CP105

CM105

CU105

VF106

CD106

CP106

CM106

CU106

VF107

CD107

CP107

CM107

CU107

N C

R D

E, S

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-2

) 6

-0

W W

O M

E D

N N

AUTHOR:

CHECK:

PROJ.#:

DATE:

SHEET: OF

SHEET

- E M

- C O

N Y

- C O

M M

U N

MISS UTILITY

NOTIFY "MISS UTILITY" AT 811 or

(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

A N

D L

U T

GI002

05/26/2026 004364.001

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AUTHOR

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SHEET LIST TABLE

SHEET

NUMBER SHEET TITLE SHEET DESCRIPTION

01 GI001 COVER SHEET

02 GI002 SHEET INDEX AND LAYOUT

03 GI003 LEGEND AND ABBREVIATIONS

04 GI004 GENERAL NOTES

05 GI005 SEQUENCE OF CONSTRUCTION

06 GI006 EROSION AND SEDIMENT CONTROL NOTES

07 GI007 EROSION AND SEDIMENT CONTROL NARRATIVE

08 VF101 EXISTING CONDITIONS PLAN

09 VF102 EXISTING CONDITIONS PLAN

10 VF103 EXISTING CONDITIONS PLAN

11 VF104 EXISTING CONDITIONS PLAN

12 VF105 EXISTING CONDITIONS PLAN

13 VF106 EXISTING CONDITIONS PLAN

14 VF107 EXISTING CONDITIONS PLAN

15 VF600 EXISTING CONDITIONS INVENTORY

16 CD101 DEMOLITION AND EROSION CONTROL PLAN

17 CD102 DEMOLITION AND EROSION CONTROL PLAN

18 CD103 DEMOLITION AND EROSION CONTROL PLAN

19 CD104 DEMOLITION AND EROSION CONTROL PLAN

20 CD105 DEMOLITION AND EROSION CONTROL PLAN

21 CD106 DEMOLITION AND EROSION CONTROL PLAN

22 CD107 DEMOLITION AND EROSION CONTROL PLAN

23 CD501 DEMOLITION AND EROSION CONTROL DETAILS

24 CP101 ROADWAY PLAN

25 CP102 ROADWAY PLAN

26 CP103 ROADWAY PLAN

27 CP104 ROADWAY PLAN

28 CP105 ROADWAY PLAN

29 CP106 ROADWAY PLAN

30 CP107 ROADWAY PLAN

31 CP201 ENTRANCE PROFILES

32 CP301 TYPICAL SECTIONS

33 CP302 TYPICAL SECTIONS

34 CP303 TYPICAL SECTIONS

SHEET LIST TABLE

SHEET

NUMBER SHEET TITLE SHEET DESCRIPTION

35-46 CP304-CP315 CROSS SECTIONS - PINE CHAPEL ROAD

47 CP410 CURB RAMP GRADING DETAILS

48 CP411 CURB RAMP GRADING DETAILS

49 CP412 CURB RAMP GRADING DETAILS

50 CP413 CURB RAMP GRADING DETAILS

51 CP414 CURB RAMP GRADING DETAILS

52 CP501 ROADWAY PLAN DETAILS

53 CP601 VEHICLE TURNING MOVEMENTS

54 CP602 VEHICLE TURNING MOVEMENTS

55 CM101 PAVEMENT MARKING AND SIGNAGE PLAN

56 CM102 PAVEMENT MARKING AND SIGNAGE PLAN

57 CM103 PAVEMENT MARKING AND SIGNAGE PLAN

58 CM104 PAVEMENT MARKING AND SIGNAGE PLAN

59 CM105 PAVEMENT MARKING AND SIGNAGE PLAN

60 CM106 PAVEMENT MARKING AND SIGNAGE PLAN

61 CM107 PAVEMENT MARKING AND SIGNAGE PLAN

62 CM501 PAVEMENT MARKING AND SIGNAGE DETAILS

63 CM502 TRAFFIC CONTROL NOTES AND DETAILS

64 CM503 TRAFFIC CONTROL NOTES AND DETAILS

65 CM504 TRAFFIC CONTROL NOTES AND DETAILS

66 CM505 TRAFFIC CONTROL NOTES AND DETAILS

67 CU101 UTILITY PLAN - STORM

68 CU102 UTILITY PLAN - STORM

69 CU103 UTILITY PLAN - STORM

70 CU104 UTILITY PLAN - STORM

71 CU105 UTILITY PLAN - STORM

72 CU106 UTILITY PLAN - STORM

73 CU107 UTILITY PLAN - STORM

74 CU501 UTILITY PLAN DETAILS

75 SG101 SIGNAL PLAN - PINE CHAPEL AND COLISEUM

76 SG102 SIGNAL NOTES, SIGNAL POLE & CONTROLLER

LEGEND, AND CABLE & CONDUIT LEGEND

77 SG201 SIGNAL PLAN - PINE CHAPEL AND SAVILLE ROW

N C

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W W

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AUTHOR:

CHECK:

PROJ.#:

DATE:

SHEET: OF

SHEET

- E M

- C O

N Y

- C O

M M

U N

MISS UTILITY

NOTIFY "MISS UTILITY" AT 811 or

(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

GI003

05/26/2026 004364.001

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AUTHOR

A N

D A

N S

E C

C O

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LEGEND ABBREVIATIONS

N C

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-2

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W W

O M

E D

N N

AUTHOR:

CHECK:

PROJ.#:

DATE:

SHEET: OF

SHEET

- E M

- C O

N Y

- C O

M M

U N

MISS UTILITY

NOTIFY "MISS UTILITY" AT 811 or

(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

GI004

05/26/2026 004364.001

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AUTHOR

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1. CONTRACTOR TO CONTROL EROSION AND SEDIMENTATION IN

ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT

HANDBOOK AND HAVE A COPY ON-SITE AT ALL TIMES. THE MINIMUM

E&SC MEASURES ARE SHOWN ON THESE PLANS. DUE TO THE NATURE

OF THIS PROJECT IT WILL BE LEFT UP TO THE JUDGEMENT OF THE

CITY E&SC INSPECTOR WHERE AND WHEN ADDITIONAL SILT FENCE

AND OTHER E&S MEASURES NOT SHOWN ON THE CONSTRUCTION

DOCUMENTS SHALL BE PLACED AND REMOVED DURING THIS PROJECT.

PHASE ONE EROSION AND SEDIMENT CONTROL MEASURES ARE

LOCATED ON THE DEMOLITION PLAN SHEETS. CONTRACTOR TO

PROVIDE APPROPRIATE INLET PROTECTION ON ALL EXISTING AND

PROPOSED STORM STRUCTURES UNTIL SITE IS ESTABLISHED.

2. THE RESPONSIBLE LAND DISTURBER SHOWN ON THE COVER SHEET

SHALL ONLY SERVE AS THE LAND DISTURBER DURING PLAN REVIEW.

UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT

THE NAME OF THE RESPONSIBLE LAND DISTURBER.

3. CONTRACTOR TO DISPOSE OF ALL CONSTRUCTION DEBRIS AND

MATERIAL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

REGULATIONS.

4. ALL SITE CONCRETE SHALL CONFORM TO VDOT CLASS A3 WITH A

MAXIMUM 5%-7% AIR ENTRAINMENT UNLESS OTHERWISE SHOWN ON

PLANS.

5. ALL SIGNAGE THAT IS TO BE REMOVED AND SAVED FOR RELOCATION

SHALL BE MAINTAINED ON SITE. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACEMENT COSTS IF DAMAGED. ALL SIGNAGE

THAT IS TO BE REMOVED PERMANENTLY IS TO BE RETURNED TO

TRAFFIC ENGINEERING AND OPERATIONS DIVISION.

6. THE INCLUDED PAVEMENT MARKING PLAN IS AN OVERALL

"CONCEPTUAL" PAVEMENT MARKING PLAN. EXISTING PAVEMENT

MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO

ACCOMMODATE PROPOSED IMPROVEMENTS AND SUPPORTING

PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN.

ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE

TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED

PRIOR TO PLACEMENT OF NEW MARKINGS.

7. CONTRACTOR SHALL NOT RUN CONSTRUCTION TRAFFIC ON

SUBGRADE EXCEPT IN DESIGNATED LOCATIONS. ON-SITE HAUL

ROUTES SHALL BE APPROVED BY DEPARTMENT OF PUBLIC WORKS.

SELECT MATERIAL AND CRUSHED STONE SHALL BE END-DUMPED AND

PUSHED INTO PLACE. RUBBER MOUNTED EQUIPMENT SHALL NOT BE

USED. TRACK MOUNTED EQUIPMENT SHALL BE REQUIRED. PUMPING

OF SUBGRADE DUE TO CONTRACTOR'S POOR CONSTRUCTION

OPERATIONS SHALL BE UNDERCUT AND BACKFILLED WITH SELECT

MATERIAL BY THE CONTRACTOR AT HIS OWN EXPENSE.

8. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP)

CONFORMING TO ASTM C 76 CLASS III STORM DRAIN PIPE. ALL PIPES

WITH LESS THAN 2' COVER SHALL BE CLASS IV STORM DRAIN PIPE.

9. ANY EXISTING OR PROPOSED DOMINION ENERGY INFRASTRUCTURE

(I.E. STREET LIGHTS AND ASSOCIATED ELECTRICAL CONDUIT, WIRING,

ETC.) TO BE MODIFIED OR INSTALLED DURING THIS PROJECT ARE TO

BE PERFORMED BY DOMINION ENERGY WITH COORDINATION

THROUGH THE DEPARTMENT OF PUBLIC WORKS, TRAFFIC AND

OPERATIONS DIVISION. CONTRACTOR SHALL COORDINATE WITH THE

CITY OF HAMPTON AND DOMINION ENERGY DURING CONSTRUCTION

FOR ANY SCHEDULING CONFLICTS. EXISTING STREET LIGHTING

LEVELS SHALL BE MAINTAINED DURING CONSTRUCTION.

CONTRACTOR SHALL INSTALL TEMPORARY LIGHTING AS NECESSARY

TO MAINTAIN LIGHTING LEVELS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PORTLAND

CEMENT CONCRETE MATERIALS TESTING PERFORMED BY AN

INDEPENDENT TESTING LAB. CONTRACTOR SHALL FURNISH ALL

CONCRETE TESTING DATA TO THE CITY FOR APPROVAL.

11. CONTRACTOR MUST COORDINATE WITH CITY ENGINEER AND ANY

OTHER CONTRACTOR PERFORMING WORK ON OTHER PROJECTS

WITHIN THIS PROJECT AREA.

12. AS PART OF THIS CONTRACT, THE CONTRACTOR SHALL FURNISH 3

COMPLETE SETS OF RECORD DRAWINGS, INCLUDING AUTOCAD FILES,

TO THE CITY OF HAMPTON, DEPARTMENT OF PUBLIC WORKS,

ENGINEERING SERVICES DIVISION PRIOR TO PROJECT COMPLETION.

13. METHODS OF CONSTRUCTION: UNLESS OTHERWISE NOTED OR

SHOWN, THESE DRAWINGS AND SPECIFICATIONS DO NOT INDICATE

MEANS AND METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL

SUPERVISE AND DIRECT THE WORK, AND BE SOLELY RESPONSIBLE

FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, PROCEDURES AND SAFE WORK PRACTICES.

14. ALL ENTRANCES AFFECTED BY THIS PROJECT MUST HAVE TRAFFIC

CONTROL DEVICES IN PLACE AND CITIZENS MUST HAVE SAFE ACCESS

TO PRIVATE PROPERTY AT ALL TIMES THROUGHOUT THE DURATION

OF THIS PROJECT.

15. THE CITY ENGINEER OR THEIR AUTHORIZED REPRESENTATIVE SHALL

STOP ALL SITE CONSTRUCTION, IMPROVEMENTS AND/OR

ALTERATIONS IN THE EVENT OF ANY DEVIATION FROM THE APPROVED

PLAN OR ON THE DISCOVERY OF UNEXPECTED ADVERSE IMPACTS OF

THE DEVELOPMENT ACTIVITY ON ADJACENT PROPERTY OR PUBLIC

FACILITIES.

16. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS APPLICABLE TO

THE CITY ENGINEER FOR REVIEW.

17. ALL WATER MAIN CONSTRUCTION SHALL BE PERFORMED BY A

CONTRACTOR ON NEWPORT NEWS WATERWORKS APPROVED

CONTRACTORS LIST. THE CONTRACTOR SHALL FIELD LOCATE THE

NEW WATER MAINS BEFORE COVERING THE TRENCH AND PROVIDE

THIS AS-BUILT INFORMATION TO WATERWORKS. AS-BUILT DRAWINGS

SHALL DETAIL THE WATER LINE AS REQUIRED BY WATERWORKS.

PAYMENT FOR WATERLINE INSTALLATION WILL NOT BE RECEIVED

UNTIL ALL TESTING AND INFORMATION IS SATISFACTORILY PROVIDED

BY THE CONTRACTOR TO WATERWORKS. 2-YEAR BONDS ARE ALSO

REQUIRED BY WATERWORKS.

18. AS-BUILT SANITARY SEWER, STORM SEWER AND ROADWAY DRAWINGS

ARE TO BE SUBMITTED TO THE CITY OF HAMPTON, DEPARTMENT OF

PUBLIC WORKS, ENGINEERING SERVICES DIVISION FOR APPROVAL.

19. CONTRACTOR SHALL CONTACT NEWPORT NEWS WATERWORKS TO

OBTAIN THE APPROVED WORKING DRAWINGS FOR THE

CONSTRUCTION OF NEW WATER LINES AND/OR PLACEMENT OF NEW

WATER LINES. WATERLINES SHOWN ON THESE PLANS ARE FOR

REFERENCE PURPOSE ONLY.

20. PRIVATE FRANCHISE UTILITIES THAT NEED TO BE RELOCATED WILL BE

PERFORMED BY THE INDIVIDUAL UTILITY COMPANIES. CONTRACTOR

SHALL COORDINATE WITH THESE PRIVATE FRANCHISE UTILITIES

DURING CONSTRUCTION FOR ANY SCHEDULING CONFLICTS.

21. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN

WATER AND SANITARY SEWER MAINS. IF THE 10 FEET OF HORIZONTAL

SEPARATION CANNOT BE OBTAINED THE SANITARY SEWER LINE SHALL

BE DUCTILE IRON, IN ACCORDANCE WITH THE NNWW DISTRIBUTION

STANDARDS.

22. MAINTAIN 18" VERTICAL SEPARATION BETWEEN THE OUTSIDE OF THE

WATER MAIN AND THE OUTSIDE OF ANY SANITARY SEWER CROSSING.

THE WATER MAIN SHALL CROSS ABOVE THE SANITARY SEWER. WHEN

IT IS IMPOSSIBLE TO OBTAIN THE MINIMUM SPECIFIED SEPARATION

DISTANCES, THE CITY OF NEWPORT NEWS MUST SPECIFICALLY

APPROVE THE VARIANCE FROM THE REQUIREMENTS. ANY CROSSING

LESS THAN 18" VERTICAL SEPARATION SHALL BE DUCTILE IRON.

23. ALL WATER VALVES, METER BOXES, METERS, FIRE HYDRANTS AND

OTHER WATER SYSTEM FITTINGS REMOVED SHALL BE TURNED OVER

TO NNWW.

24. ALL PVC SANITARY SEWER PIPE AND FITTINGS SHALL BE ASTM 3034

SDR 26. ALL DUCTILE IRON SANITARY SEWER PIPE SHALL BE MINIMUM

THICKNESS CLASS 52.

25. ALL SANITARY SEWER PIPES PLACED BELOW 10 FEET IN COVER OR

LESS THAN 3 FEET IN COVER SHALL BE DUCTILE IRON.

26. THERE SHALL BE NO STORM SEWER CONNECTION TO THE SANITARY

SEWER SYSTEM.

27. CONTRACTOR TO BACKFILL ALL UTILITY TRENCHES (WATER, STORM,

SANITARY) WITHIN THE ROADWAY WITH SELECT BACKFILL. (MIN CBR

20)

28. STOCKPILES ARE NOT ANTICIPATED FOR THIS PROJECT. IF THE

CONTRACTOR DEEMS A STOCKPILE NECESSARY, THEN ERODIBLE

STOCKPILED MATERIAL SHALL BE PROTECTED WITH PERIMETER

CONTROLS. AS PER MINIMUM STANDARD 1, APPLY TEMPORARY

STABILIZATION TO STOCKPILES WITHIN 7 DAYS IF IT WILL REMAIN

DORMANT FOR MORE THAN 14 DAYS.

29. THE PERMITTEE OR QUALIFIED REPRESENTATIVE SHALL MONITOR

AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR

POLLUTANTS, SUCH AS BY LIMITING THE NUMBER OF VEHICLES

ALLOWED ONSITE, MINIMIZING THE OPERATING SPEED OF ALL

VEHICLES, ETC.

30. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD

SURFACE, THE ROAD SURFACE WILL BE CLEANED THOROUGHLY AT

THE END OF EACH DAY, AT A MINIMUM. SEDIMENT IS TO BE REMOVED

FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED

TO A SEDIMENT CONTROL DISPOSAL AREA ON-SITE. STREET WASHING

WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS

MANNER.

31. THE CONTRACTOR SHALL RESTORE ALL PUBLIC RIGHTS OF WAY AND

DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION OR BETTER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

INCURRED DURING THE PROJECT AT NO ADDITIONAL COST TO THE

OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

TO PROPERTY, PUBLIC OR PRIVATE, DURING CONSTRUCTION. REPAIR

AND REPLACE WITH MATCHING MATERIALS OF WALKS, DRIVEWAYS,

DITCHES, LANDSCAPING, ETC. THAT ARE DAMAGED AS A RESULT OF

CONSTRUCTION ACTIVITIES.

PROJECT SPECIFIC NOTESCITY OF HAMPTON GENERAL CONSTRUCTION NOTES

1. ALL WORK ON CITY RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT

FROM THE COMMUNITY DEVELOPMENT DEPARTMENT - DEVELOPMENT

SERVICES CENTER. ALL CONSTRUCTION WITHIN PUBLIC

RIGHTS-OF-WAY AND IMPROVEMENTS THAT ARE TO BE PUBLIC OR

PRIVATE INFRASTRUCTURE SHALL CONFORM TO CITY OF HAMPTON

SPECIFICATIONS AS SET FORTH IN THE PUBLIC WORKS DESIGN &

CONSTRUCTION STANDARDS AND THE DEPARTMENT OF PUBLIC WORKS

UTILITY POLICY IN EFFECT AT THE TIME OF PLAN APPROVAL.

2. PER THE CITY OF HAMPTON UTILITY POLICY WORK WILL BE PERFORMED

ON RESTRICTED STREETS BETWEEN THE HOURS OF 8:30AM - 4:00PM

AND 6:00PM - 6:00AM. LANE CLOSURES WILL BE RESTRICTED TO ONE

LANE AND TWO-WAY TRAFFIC WILL BE MAINTAINED AT ALL TIMES. SEE

THE CITY OF HAMPTON UTILITY POLICY FOR THE LIST OF RESTRICTED

STREETS.

3. PRIVATE SIGN STRUCTURES DEPICTED ON THIS PLAN ARE NOT

APPROVED AS TO DESIGN OR LOCATION. ALL PROPOSED PRIVATE

SIGNS AND THEIR LOCATIONS ARE SUBJECT TO A PERMITTING AND

INSPECTIONS PROCESS ADMINISTERED BY THE CITY OF HAMPTON

COMMUNITY DEVELOPMENT DEPARTMENT. FOR MORE INFORMATION

CALL (757)728-2444.

4. A LAND DISTURBING PERMIT MUST BE ISSUED BEFORE CONSTRUCTION

MAY BEGIN. CONTACT THE COMMUNITY DEVELOPMENT DEPARTMENT -

DEVELOPMENT SERVICES CENTER TO OBTAIN THIS PERMIT. EROSION

AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED,

INSPECTED AND APPROVED PRIOR TO THE ISSUANCE OF THE BUILDING

PERMIT. INSPECTIONS SHALL BE COORDINATED THROUGH THE CITY OF

HAMPTON DEPARTMENT OF PUBLIC WORKS. FOR INFORMATION OR TO

SCHEDULE AN INSPECTION CALL (757)727-8311.

5. A RESPONSIBLE LAND DISTURBER IS REQUIRED TO OBTAIN LAND

DISTURBING PERMITS.

6. A VSMP PERMIT SHALL BE OBTAINED WHEN LAND DISTURBED IS

GREATER THAN 2500 SQUARE FEET IF THE PROJECT IS LOCATED IN THE

CHESAPEAKE BAY PRESERVATION DISTRICT (CBPD) OR 1 ACRE OUTSIDE

OF CBPD.

7. PRIOR TO THE FINAL EROSION AND SEDIMENT CONTROL INSPECTION,

THE DEVELOPER SHALL PROVIDE A CERTIFIED AS-BUILT FOR THE

PROPOSED BMP.

8. ALL UNDERGROUND PIPE SYSTEMS (I.E., STORM, SANITARY, WATER

DISTRIBUTION) ON PRIVATE PROPERTY, OUTSIDE OF UTILITY

EASEMENTS, SHALL BE INSTALLED IN CONFORMANCE WITH THE

INTERNATIONAL PLUMBING CODE, AS AMENDED.

9. ALL PUBLIC SANITARY SEWER FACILITIES SHOWN ON THIS PLAN ARE

DESIGNED IN ACCORDANCE WITH THE REGIONAL DESIGN GUIDELINES.

10. SITE LIGHTING SHALL BE A MINIMUM OF ½ FOOT-CANDLE POWER,

MEASURED AT GRADE. ANY SITE LIGHTING STRUCTURE IN EXCESS OF

FOURTEEN FEET (14') IN HEIGHT SHALL BE BUILT UPON AN ENGINEERED

FOUNDATION SYSTEM IN ACCORDANCE WITH A VALID CITY OF HAMPTON

BUILDING PERMIT.

11. THIS SITE MAY BE SUBJECT TO THE VIRGINIA OVERHEAD HIGH-VOLTAGE

LINE SAFETY ACT. CONTRACTORS MUST CALL THE UTILITY TO MAKE

SAFETY ARRANGEMENTS (DOMINION'S NUMBER IS 1-888-667-3000)

BEFORE WORKING WITHIN THE 10 -FOOT SAFETY ZONE. NO WORK CAN

BE STARTED UNTIL APPROPRIATE SAFETY MEASURES ARE COMPLETED.

12. WATER SERVICE AND SEWER LATERALS MUST HAVE A MINIMUM

SEPARATION OF TEN FEET (10'). SANITARY SEWER CLEANOUTS MUST

BE LOCATED OUTSIDE OF THE DRIVEWAY APRONS AND SIDEWALK. ANY

CLEANOUTS FOUND IN SUCH LOCATIONS SHALL BE RELOCATED BY THE

DEVELOPER PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS BY THE

CITY. METER BOXES CANNOT BE LOCATED IN DRIVEWAYS APRONS OR

SIDEWALKS.

13. GREEN AREAS SHALL CONSIST OF EARTH CAPABLE OF SUSTAINING

PLANT MATERIALS AND PROVIDING NATURAL PERCOLATION OF WATER.

GREEN AREAS SHALL NOT BE USED TO STORE MATERIALS, PRODUCTS

OR EQUIPMENT.

14. ALL REQUIRED LANDSCAPE ELEMENTS (EXISTING TO BE RETAINED

AND/OR PROPOSED), AS SPECIFIED ON THE APPROVED LANDSCAPE

PLAN, SHALL BE PROVIDED BY THE DEVELOPER AND ACCEPTED BY THE

CITY OF HAMPTON'S LANDSCAPE SERVICES COORDINATOR OR BONDED

FOR INSTALLATION BY THE DEVELOPER PRIOR TO CITY ISSUANCE OF

ANY BUILDING OCCUPANCY CERTIFICATE. FOR MORE INFORMATION

CONTACT (757) 728-2444 OR (757)727-6075 TO SCHEDULE A

LANDSCAPING INSTALLATION INSPECTION.

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ANTICIPATED SEQUENCE OF CONSTRUCTION

THE FOLLOWING SEQUENCE OF CONSTRUCTION IS GENERAL IN NATURE AND INTENDED

ONLY TO GIVE THE CONTRACTOR GENERAL GUIDANCE ON OVERALL CONSTRUCTION AND

MILESTONES. ACTUAL SEQUENCE OF CONSTRUCTION WILL BE SUBJECT TO THE

CONTRACTORS SCHEDULE, PHASING, LEAD TIMES, AND SPECIFIC MEANS AND METHODS

OF CONSTRUCTION. ANY DISCREPANCIES BETWEEN THIS OVERALL SEQUENCE OF

CONSTRUCTION AND THE CONTRACTOR'S ACTUAL SEQUENCE OF CONSTRUCTION SHALL

BE SUBMITTED TO AND APPROVED BY THE CITY OF HAMPTON PROJECT MANAGER. THIS

SEQUENCE OF CONSTRUCTION DOES NOT SUPERCEDE ANY OTHER SPECIFIC DIRECTION

OR REQUIREMENTS TO THE CONTRACTOR IN THE CONSTRUCTION PLANS OR BID

DOCUMENTS:

1. CONTRACTOR SHALL OBTAIN PLAN APPROVAL AND ALL APPLICABLE PERMITS,

INCLUDING, BUT NOT LIMITED TO, LAND DISTURBANCE PERMITS, AND RIGHT OF

WAY PERMITS. CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL

PLAN IN COMPLIANCE WITH THE CURRENT EDITIONS OF THE VA WORK AREA

PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

FOR REVIEW AND APPROVAL.

2. HOLD A PRE-CONSTRUCTION MEETING WITH DEPARTMENT OF ENGINEERING AND

CITY PROJECT MANAGER AT LEAST TWO WEEKS PRIOR TO STARTING

CONSTRUCTION. THE LOCATION OF THE CONSTRUCTION LAYDOWN AREA WILL BE

ESTABLISHED DURING THIS PRE-CONSTRUCTION MEETING. IF THE CONSTRUCTION

LAYDOWN AREA IS LOCATED OUTSIDE THE PROJECT LIMITS OF DISTURBANCE

SHOWN ON THIS PLAN AND BE USED TO STORE ERODIBLE MATERIALS, THE

CONTRACTOR WILL BE REQUIRED TO SUBMIT A SEPARATE PLAN AND APPLICATION

FOR A LAND DISTURBANCE PERMIT. EROSION AND SEDIMENT CONTROL MEASURES

WILL BE NECESSARY TO PROTECT THIS LAYDOWN AREA. EXISTING UTILITIES SHALL

BE MARKED AND LIMITS OF DISTURBANCE STAKED PRIOR TO THE

PRE-CONSTRUCTION MEETING.

3. SUBMIT HAUL ROUTE MAP AND PLAN TO CITY OF HAMPTON FOR REMOVAL OF ALL

DEBRIS AND SPOILS AND FOR ALL NEEDED MATERIALS.

4. CONTACT THE HAMPTON CUSTOMER CALL CENTER TO REQUEST ALL INSPECTIONS.

WHEN CALLING FROM A LANDLINE INSIDE HAMPTON, DIAL 311. WHEN CALLING

FROM A CELL PHONE OR A NUMBER OUTSIDE HAMPTON, CALL 757-717-8311.

CONTRACTOR SHALL HAVE THE FOLLOWING INFORMATION WHEN CALLING:

- PERMIT NUMBER

- SITE LOCATION ADDRESS

- TYPE OF INSPECTION

- CONTACT INFORMATION

- DATE/TIME OF INSPECTION

THE CONTRACTOR, OR THEIR REPRESENTATIVE SHALL BE PRESENT DURING ALL

INSPECTIONS. TYPICAL RESPONSE TIMES TO REQUEST FOR INSPECTIONS ARE

24-48 HOURS.

5. SUBMIT ALL SHOP DRAWINGS TO CITY PROJECT MANAGER FOR REVIEW AND

APPROVAL IN ACCORDANCE WITH THE BID DOCUMENTS

6. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH

THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, LATEST EDITION PRIOR TO

ANY SITE DISTURBANCE. MAINTAIN COPY OF LAND DISTURBANCE PERMIT AND

APPROVED EROSION AND SEDIMENT CONTROL PLANS ON SITE AT ALL TIMES.

7. CONTACT THE CITY OF HAMPTON TO HAVE AN ENVIRONMENTAL SPECIALIST

INSPECT INSTALLED E&SC MEASURES AND TO SIGN LAND DISTURBANCE PERMIT

PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES.

8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT A

MINIMUM FREQUENCY OF (I) AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR (II)

AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 24 HOURS

FOLLOWING A MEASURABLE STORM EVENT. NEEDED REPAIRS SHALL BE DONE

IMMEDIATELY.

9. INSTALL ALL TEMPORARY TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH

THESE PLANS AND ALL APPLICABLE TRAFFIC CONTROL REQUIREMENTS.

10. CONSTRUCT PROPOSED WATER INFRASTRUCTURE, AND STORM SEWER

INFRASTRUCTURE WITH APPROPRIATE INLET & OUTLET PROTECTION. ALL UTILITY

TRENCHES IN THE ROADWAY SHALL BE PATCHED WITH AN ASPHALT PATCH IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. ANY UTILITY TRENCHES IN

THE SIDEWALK CAN BE TEMPORARILY PATCHED WITH GRAVEL DURING

CONSTRUCTION AND APPROPRIATE SIGNAGE INSTALLED DENOTING CLOSED

SIDEWALKS.

11. NO MORE THAN ONE ADJACENT FIRE HYDRANT SHALL BE OUT OF SERVICE AT ANY

GIVEN TIME.

12. REMOVE OR ABANDON THOSE PIPES OR SEWERLINES DENOTED IN THE

CONSTRUCTION DOCUMENTS AS NECESSARY DURING UTILITY CONSTRUCTION.

13. CONTRACTOR TO COORDINATE WITH ALL PRIVATE UTILITY COMPANY CONTACTS

ON INSTALLATION OR RELOCATION OF PRIVATE UTILITIES.

14. EXISTING STREET LIGHTS WITH OVERHEAD POWER SHALL BE MAINTAINED DURING

CONSTRUCTION. ANY CONFLICTS BETWEEN THE EXISTING OVERHEAD LIGHTS AND

THE PROPOSED CONSTRUCTION SHALL BE COORDINATED BETWEEN THE

CONTRACTOR, CITY TRANSPORTATION DIVISION, AND DOMINION ENERGY.

REQUESTS TO DISCONNECT OR REMOVE THE EXISTING OVERHEAD LIGHTS SHALL

BE MADE BY THE CITY TRANSPORTATION DIVISION AS COORDINATED WITH THE

CONTRACTOR.

15. ALL NEW LIGHT POLE FOUNDATIONS, HANDHOLES, JUNCTION BOXES, OR OTHER

SURFACE FEATURES SHALL BE INSTALLED AT THE APPROPRIATE GRADES TO BE

FLUSH WITH THE PROPOSED FINAL GRADE DEPICTED IN THE CONSTRUCTION

DOCUMENTS.

16. PERFORM ALL DEMOLITION, CLEARING, AND GRUBBING AS SHOWN ON THE

APPROVED PLANS. COORDINATE THESE ACTIVITIES WITH THE CITY PROJECT

MANAGER. THE CONTRACTOR SHALL MAINTAIN AN ACTIVE AND SAFE PEDESTRIAN

PATH ON SIDEWALK (AT LEAST ONE SIDE OF PINE CHAPEL ROAD AND COLISEUM

DRIVE) FOR ENTIRE CORRIDOR. WHEN A SECTION OF SIDEWALK IS TO BE CLOSED,

CONTRACTOR SHALL INSTALL APPROPRIATE "SIDEWALK CLOSED" SIGNS ALERTING

PEDESTRIANS. PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES TO

ACTIVE COMMERCIAL AND RESIDENTIAL PROPERTIES INCLUDING THE HAMPTON

CONVENTION CENTER.

17. APPLY TEMPORARY SEEDING WITHIN 7 DAYS TO DENUDED AREAS WHICH WILL NOT

BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS.

18. PHASE INSTALLATION OF ANY/ALL NEW UTILITY CONDUITS, JUNCTION BOXES, AND

HANDHOLES APPROPRIATELY WITH THE RECONSTRUCTION OF THE NEW

ROADWAY CURB, SIDEWALK, AND ENTRANCES.

19. CONSTRUCT ALL NEW SITEWORK, INCLUDING: SIDEWALK, RAISED MEDIAN,

TRUNCATED DOMES, CURB AND GUTTER, ENTRANCES, RELOCATED STORM SEWER

AND INLETS, AND PEDESTRIAN POLE FOUNDATIONS.

20. INSTALL TRAFFIC SIGNAL MODIFICATIONS AND CONDUIT ROUTING AS SHOWN ON

THE APPROVED PLANS.

21. ONCE ALL UTILITY CONSTRUCTION IS COMPLETE IN THE ROADWAY, REMOVE AND

REPLACE ASPHALT PAVEMENT IN ACCORDANCE WITH CONSTRUCTION

DOCUMENTS.

22. PLACE ALL FINAL PAVEMENT MARKINGS.

23. COMPLETE FINAL GRADING WITH TOPSOIL AND PLANTING MIX FOR PERMANENT

SEEDING.

i. SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS AFTER FINAL GRADE

IS REACHED

ii. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED

AREAS NOT OTHERWISE STABILIZED.

24. INSTALL ALL STREET FURNITURE (INCLUDING BENCHES AND TRASH RECEPTACLES

WHERE APPLICABLE) AND SIGNAGE. COORDINATE SIGNAGE INSTALLATION WITH

CITY OF HAMPTON, TRAFFIC ENGINEERING AND OPERATIONS.

25. PLANT NEW LANDSCAPING AND SOD IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS.

26. WITHIN 30 DAYS OF THE SITE BEING FULLY STABILIZED, AND AFTER APPROVAL IS

OBTAINED FROM THE CITY INSPECTOR, REMOVE ALL TEMPORARY EROSION AND

SEDIMENT CONTROL MEASURES INCLUDING INLET PROTECTION. REESTABLISH

ANY REMAINING DISTURBED AREAS INCLUDING LAYDOWN AREAS OR STOCKPILE

AREAS.

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PROJECT DESCRIPTION

THIS PROJECT WILL ADD SIDEWALK AND PEDESTRIAN ACCOMMODATIONS TO THE SOUTH SIDE OF PINE CHAPEL ROAD BETWEEN COLISEUM DRIVE AND SAVILLE ROW TO FILL A GAP IN THE CURRENT SIDEWALK NETWORK. TO ACCOMPLISH THIS, A ROAD DIET WILL BE PERFORMED, AND THE PINE CHAPEL ROAD TYPICAL SECTION WILL BE MODIFIED FROM A 4-LANE UNDIVIDED ROADWAY SECTION TO A 3 LANE ROADWAY SECTION WITH 1 TRAVEL LANE IN EACH DIRECTION AND A TWO-WAY LEFT TURN LANE IN THE CENTER. INTERSECTION IMPROVEMENTS AND TURN LANE MODIFICATIONS WILL BE PROVIDED TO BOTH THE COLISEUM DRIVE AND SAVILLE ROW INTERSECTIONS. THE PROJECT WILL INCLUDE RAISED MEDIANS ON PINE CHAPEL ROAD, ADA COMPLIANT RAMPS, DECORATIVE CROSSWALKS, AND ACCOMMODATING PEDESTRIAN SIGNALS AT THE INTERSECTION OF PINE CHAPEL ROAD AND COLISEUM DRIVE; ADA COMPLIANT COMMERCIAL ENTRANCE CROSSINGS ON THE SOUTH SIDE OF PINE CHAPEL ROAD; AS WELL AS ADA RAMPS, CROSSWALKS, AND PEDESTRIAN SIGNALS AT THE INTERSECTION OF PINE CHAPEL ROAD AND SAVILLE ROW. MODIFICATIONS TO THE EXISTING UTILITY INFRASTRUCTURE AND EXISTING STORM SEWER SYSTEM WILL BE KEPT TO A MINIMUM. THE PROJECT AREA IS DEFINED AS THE PINE CHAPEL ROAD FROM APPROXIMATELY 200 LINEAR FEET WEST OF COMMERCE DRIVE TO THE BACK ENTRANCE TO THE HAMPTON ROADS CONVENTION CENTER PARKING LOT (APPROXIMATELY 400 LINEAR FEET EAST OF SAVILLE ROW). THE WORK WILL BE CONTAINED TO CITY RIGHT-OF-WAY OR PROPERTY AND CURRENT CITY EASEMENTS. THE TOTAL AREA OF DISTURBANCE FOR THIS PROJECT IS 0.9275 ACRES. OF THIS 0.9275 AC TOTAL AREA, 0.3976 AC IS EXISTING IMPERVIOUS AREA THAT IS CONSIDERED MAINTENANCE.

THE ADJUSTED AREA OF DISTURBANCE (MINUS THE AREA CONSIDERED MAINTENANCE) IS 0.5299 AC.

EXISTING CONDITIONS

PINE CHAPEL ROAD IS CURRENTLY A 4-LANE UNDIVIDED ROADWAY SECTION WITH A VARIABLE RIGHT-OF-WAY.

AT THE INTERSECTION OF COLISEUM DRIVE, PINE CHAPEL ROAD EASTBOUND HAS DUAL LEFT TURN LANES TO COLISEUM DRIVE NORTHBOUND, A RIGHT TURN LANE TO COLISEUM DRIVE SOUTHBOUND, AND WESTBOUND HAS A SINGLE LEFT TURN LANE TO COLISEUM DRIVE SOUTHBOUND. PINE CHAPEL ROAD CURRENTLY HAS A SIDEWALK ON THE NORTH SIDE WITH A SIDEWALK GAP ON THE SOUTH SIDE FROM THE INTERSECTION OF COLISEUM DRIVE TO THE ENTRANCE OF THE HAMPTON ROADS CONVENTION CENTER PARKING LOT EAST OF SAVILLE ROW. EXISTING DRAINAGE SHEET FLOWS ACROSS THE PAVEMENT TO THE GUTTER PAN AND IS COLLECTED VIA TWO EXISTING STORM SEWER SYSTEMS. ONE SYSTEM RUNS WEST, WEST DOWN PINE CHAPEL ROAD AND OUTFALLS INTO A DITCH THAT FLOWS TOWARD COLISEUM LAKE AND INTO THE SOUTHWEST BRANCH BACK RIVER. THE SECOND STORM SYSTEM FLOWS EAST DOWN PINE CHAPEL FROM THE INTERSECTION OF

SAVILLE ROW TOWARD NORTH ARMISTEAD AVENUE.

THE ENTIRE PROJECT AREA IS WITHIN THE SOUTHWEST BRANCH BACK RIVER DRAINAGE BASIN LOCATED IN THE

CITY OF HAMPTON.

SOIL INFORMATION

BASED ON THE USDA NRCS WEB SOIL SURVEY, THE EXISTING SOILS WITHIN THE LIMITS OF DISTURBANCE

CONSIST OF:

SOIL TYPE HYDROLOGIC SOIL GROUP PERCENT OF LOD

CHICKAHOMINY-URBAN LAND COMPLEX, 0-2% SLOPES D 58.4%

TOMOTLEY-URBAN LAND COMPLEX, 0-2% SLOPES B/D 35.8%

URBAN LAND UNRANKED 5.7%

ADJACENT PROPERTIES

THE ADJACENT PROPERTIES ALONG PINE CHAPEL ROAD AND COLISEUM DRIVE ARE ALL ZONED LIMITED COMMERCIAL (C2) EXCEPT FOR THE PARCEL TO THE WEST OF COMMERCE DRIVE ZONED AS MULTIPLE FAMILY RESIDENCE (MD-4), COLISEUM GARDEN APARTMENTS, LOCATED AT135 PINE CHAPEL ROAD, ZONED AS MULTIPLE RESIDENCE (R-M), AND THE THREE PARCELS LOCATED AT 179, 181 AND 183 PINE CHAPEL ROAD, ZONED AS ONE

FAMILY RESIDENCE (R-9).

OFF-SITE AREAS

THERE WILL BE NO OFF-SITE DISTURBED AREAS.

CRITICAL AREAS

THERE ARE NO CRITICAL AREAS AS THE PROJECT IS OUTSIDE OF THE CHESAPEAKE BAY PRESERVATION AREA

(CBPA)

EROSION AND SEDIMENT CONTROL MEASURES

THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES NECESSARY TO PREVENT SEDIMENT LADEN WATER FROM EXITING THE PROJECT AREA OR BEING TRACKED ONTO ADJACENT PROPERTIES OR

STREETS.

ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE "VDOT ROAD AND BRIDGE STANDARDS" AND THE "VIRGINIA STORMWATER MANAGEMENT HANDBOOK", LATEST

EDITION.

SILT FENCE (VDOT EC-5 & C-PCM-04) - SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF DISTURBED AREAS TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW. ANY ADDITIONAL SILT FENCE NOT SHOWN ON CONSTRUCTION DOCUMENTS REQUIRED MAY BE ADDED AT THE DISCRETION OF THE CITY EROSION AND SEDIMENT CONTROL INSPECTOR. SILT FENCE PLACED WITHIN RPA LIMITS SHALL BE WIRE

REINFORCED SILT FENCE.

INLET PROTECTION (VDOT EC-6) - INLET PROTECTION SHALL BE INSTALLED TO PREVENT SEDIMENT FROM

ENTERING STORM DRAINS OR STRUCTURES.

TEMPORARY SEEDING (C-SSM-09) - EXPOSED SOIL SURFACES THAT WILL NOT BE AT FINAL GRADE FOR MORE

THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING.

PERMANENT SEEDING (C-SCM-10) - ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE

STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.

DEWATERING (C-SCM-10) - DEWATERING DEVICES WILL BE INSTALLED TO FILTER SEDIMENT-LADEN WATER

PRIOR TO THE WATER BEING DISCHARGED OFF-SITE.

TREE PROTECTION (C-SSM-01) - TREE PROTECTION FENCING WILL BE INSTALLED TO PROTECT DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITIES.

FENCING WILL BE INSTALLED AT THE DRIP LINE OF EXISTING TREES/TREELINE ANY ADDITIONAL TREE PROTECTION NOT SHOWN ON CONSTRUCTION DOCUMENTS MAY BE ADDED AT THE DISCRETION OF THE CITY.

MANAGEMENT STRATEGIES

1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS A FIRST STEP, BEFORE ANY

LAND DISTURBING OPERATIONS.

2. CONTACT THE CITY OF HAMPTON TO HAVE AN ENVIRONMENTAL SPECIALIST INSPECT INSTALLED ESC

MEASURES AND TO SIGN THE LAND DISTURBANCE PERMIT PRIOR TO COMMENCING ANY LAND

DISTURBING ACTIVITIES.

3. CONSTRUCTION SHALL BE EXECUTED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY

AS POSSIBLE.

4. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED IN ACCORDANCE WITH THE VAR10 AND AT A MINIMUM FREQUENCY OF (I) AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR (II) AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 24 HOURS FOLLOWING A MEASURABLE

STORM EVENT.

6. WHERE CONSTRUCTION VEHICLES ACCESS PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO

MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED SURFACE. WHERE SEDIMENT IS

TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY

AFTER SEDIMENT IS REMOVED IN THIS MANNER.

SPECIFIC EROSION AND SEDIMENT CONTROL MEASURE MAINTENANCE AND REPAIRS:

SILT FENCE :

1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END

RUNS AND UNDERCUTTING.

3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED

PROMPTLY.

4. SEDIMENT DEPOSITS, TRASH, AND FLOATABLES SHOULD BE REMOVED AFTER EACH STORM EVENT.

THEY MAY BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE

BARRIER.

5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL

BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.

INLET PROTECTION:

1. THE STRUCTURE SHALL BE INSPECTED AT LEAST TWICE WEEKLY AND AFTER EACH SIGNIFICANT

RAINFALL EVENT AND REPAIRS MADE AS NEEDED.

2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.

3. CLEAN STORM DRAINAGE SYSTEM OF SEDIMENT AND DEBRIS BEFORE FINAL INSPECTION. STRUCTURES SHALL BE REMOVED, AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN

PROPERLY STABILIZED.

TEMPORARY SEEDING:

1. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE

RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.

PERMANENT SEEDING:

1. WHEN IT IS CLEAR THAT PLANTS HAVE NOT GERMINATED ON AN AREA OR HAVE DIED, THESE AREAS

MUST BE RESEEDED IMMEDIATELY TO PREVENT EROSION DAMAGE. PRIOR TO RESEEDING THE AREA, DETERMINE THE REASON GERMINATION DID NOT TAKE PLACE AND MAKE ANY CORRECTIVE ACTION

NECESSARY.

DEWATERING:

1. DEWATERING FILTERING DEVICES MUST BE INSPECTED FREQUENTLY AND REPAIRED OR REPLACED

ONCE THE SEDIMENT BUILD-UP PREVENTS THE STRUCTURE FROM FUNCTIONING AS DESIGNED. THE ACCUMULATED SEDIMENT WHICH IS REMOVED FROM A DEWATERING DEVICE MUST BE SPREAD ON-SITE AND STABILIZED OR DISPOSED OF AT AN APPROVED DISPOSAL SITE AS PER THE APPROVED PLAN.

TREE PROTECTION:

1. SOIL THAT HAS BECOME COMPACTED OVER THE ROOT ZONE OF ANY TREE SHALL HAVE THE GROUND

AERATED ACCORDING TO C-SSM-01 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, LATEST EDITION. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE RETAINED ON SITE

SHALL BE REPAIRED IMMEDIATELY.

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DECRIPTION

THE PINE CHAPEL ROAD CORRIDOR IMPROVEMENTS PROJECT ENCOMPASSES MODIFICATIONS TO ENHANCE THE MULTIPLE USERS OF THE PINE CHAPEL ROAD CORRIDOR. THE PROJECT BEGINS ALONG PINE CHAPEL WEST OF THE INTERSECTION WITH COLISEUM DRIVE AND RUNS APPROXIMATELY 1500 FT EAST TO JUST PAST SAVILLE ROW.

PROJECT ALSO RUNS SOUTH ALONG COLISEUM DRIVE. THE CORRIDOR IMPROVEMENT MODIFICATIONS INCLUDE THE REMOVAL OF ONE LANE BETWEEN COLISEUM AND SAVILLE TO PROVIDE SPACE FOR THE INCLUSION OF A 5' SIDEWALK ON THE SOUTH SIDE OF PINE CHAPEL. THIS WILL FILL A GAP IN THE EIXISTING CITY PEDESTRIAN NETWORK. THE PINE CHAPEL TYPICAL SECTION WILL BE RECONFIGURED TO INCLUDE ONE LANE IN EACH DIRECTION WITH A TWO WAY LEFT TURN CENTER LANE. INTERSECTION MODIFICATIONS, THE INCLUSION OF RAISED LANDSCAPE MEDIANS, COMPLIANT DIRECTIONAL ADA RAMPS, AND PEDESTRIAN SIGNAL IMPROVEMENTS ARE ALSO INCLUDED. SOME DRAINAGE MODIFICATIONS ARE NECESSARY DUE TO THE RELOCATION OF THE PINE CHAPEL

EXISTING CURB LINE. ALL WORK WILL BE COMPLETED WITHIN THE EXISTING RIGHT-OF-WAY.

EXISTING DRAINAGE PATTERNS

PINE CHAPEL ROAD CONSISTS OF TWO THROUGH LANES IN EACH DIRECTION AND HAS A VARIABLE WIDTH

RIGHT-OF-WAY.

PINE CHAPEL ROAD FROM WEST OF THE COLISEUM INTERSECTION TO APPROXIMATELY THE END OF THE CONVENTION CENTER PROPERTY SLOPES TO THE WEST WITH EXISTING DRAINAGE BEING COLLECTED IN THE EXISTING CURB & GUTTER AND CURB INLETS AND FLOWING WEST EVENTUALLY OUTFALLING TO AN EXISTING DITCH VIA A LARGE 58"X91" ELLIPTICAL PIPE. ROADWAY DRAINAGE IN FROM OF THE CONVENTION CENTER PROPERTY FLOWS TO THE EAST AND IS ALSO COLLECTED VIA EXISTING CURB & GUTTER AND CURB INLETS, PRIOR TO CONTINUING EAST ALONG PINE CHAPEL TO AN EXISTING OUTFALL NEAR N. ARMISTEAD AVENUE.

PROPOSED CONDITIONS

PROPOSED GRADING HAS BEEN DESIGNED TO FOLLOW THE SAME DRAINAGE PATTERNS AS EXISTING. ROADWAY HIGH AND LOW POINT LOCATIONS REMAIN THE SAME. EXISTING INLET STRUCTURES THAT WILL BE AFFECTED DUE TO THE CURB LINE SHIFT WILL BE REPLACED WITH MANHOLES OR YARD INLETS BEHIND THE PROPOSED SIDEWALK.

NEW CURB INLETS OR NEW SIDEWALK DRAINS (DUE TO THE PROXIMITY OF EXISTING WATER AND GAS MAINS ) WILL BE PLACED IN THE PROPOSED LOW SPOT LOCATIONS TO REPLACE THE COLLECTION POINT AND WILL CONNECT TO THE EXISTING STORM SEWER PIPE THAT WILL REMAIN IN PLACE. EXISTING OUTFALL LOCATIONS WILL REMAIN AS IS.

AT THE INTERSECTION OF PINE CHAPEL AND SAVILLE, THE ROADWAY DESIGN WILL REMOVE THE EXISTING VALLEY GUTTER TO PROVIDE A SMOOTHER APPROACH FOR VEHICULAR TRAFFIC. A NEW CURB INLET HAS BEEN PROVIDED

TO COLLECT THE SURFACE DRAINAGE ON THE UPSTREAM SIDE OF THE INTERSECTION.

STORMWATER QUALITY

A PORTION OF THIS PROJECT AREA QUALIFIES AS ROUTINE MAINTENANCE; PER VIRGINIA CODE §62.1-44.15:34 G.2, “ROUTINE MAINTENANCE THAT IS PERFORMED TO MAINTAIN THE ORIGINAL LINE AND GRADE, HYDRAULIC CAPACITY, OR ORIGINAL CONSTRUCTION OF THE PROJECT.” OVERALL AREAS, INCLUDING IMPERVIOUS/PERVIOUS BREAKDOWNS WERE CALCULATED FOR THE ENTIRE PROJECT AREA. THE AREA THAT QUALIFIES FOR MAINTENANCE WAS THEN REMOVED TO DETERMINE THE OVERALL ADJUSTED AREAS TO BE USED IN THE VSMP CALCULATIONS.

THE ADJUSTED PROJECT AREAS ARE INCLUDED IN THE STATISTICAL DATA SECTION ON THE COVER SHEET, GI001.

AS SHOWN ON SHEET GI001, THE ADJUSTED PROJECT AREA IS 0.53AC.

STORMWATER QUALITY COMPLIANCE IS NOT REQUIRED FOR LAND DISTURBANCE LESS THAN 1 ACRE OUTSIDE THE CHESAPEAKE BAY PRESERVATION DISTRICT (CBPD) AND LESS THAN 2,500 SQ FT WITHIN THE CBPA.

STORMWATER QUANTITY

THIS PROJECT AREA ULTIMATELY DRAINS TO THE SOUTHWEST BRANCH OF THE BACK RIVER.

CHANNEL PROTECTION: PROJECT WAS ANALYZED UTILIZING THE ENERGY BALANCE EQUATION:

Qdev = I.F. x [(Qpre x RVpre)/RVdev]

= 0.90 x [(1.502 x 1.068)/0.894] = 1.615 cfs ALLOWABLE

Qpost = 1.257 cfs < 1.615 cfs = CRITERIA MET

FLOOD PROTECTION: THE OUTFALL DOES NOT EXPERIENCE PRE-DEVELOPMENT LOCALIZED FLOODING DURING THE 10YR, 24 HR STORM AND THE PROPOSED DEVELOPMENT REDUCES THE POST DEVELOPMENT PEAK FLOW

THEREFORE SATISFYING THIS PROVISION.

SHEET FLOW: SINCE THIS PROJECT INCLUDES THE REMOVAL OF A VEHICLE LANE AND THE ADDITION OF SIDEWALK WHICH DRAINS TOWARDS THE ROADWAY GUTTER, THE RESULTING SHEET FLOW THAT WILL DRAIN OFFSITE REMAINS UNCHANGED AND IS ULTIMATELY VERY MINIMAL. EVERYTHING DRAINING TOWARDS THE ROADWAY WILL BE COLLECTED IN CURB AND GUTTER AND DIRECTED TO PROPOSED OR EXISTING STORM INLETS. THEREFORE, THIS

PROJECT WILL NOT IMPACT DOWN-GRADIENT PROPERTIES OR RESOURCES.

PROJECT STORMWATER SUMMARY

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BEFORE COMMENCING

CONSTRUCTION.

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(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

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EXISTING SIGN INVENTORY

EXISTING STORM STRUCTURES ADJACENT PROPERTY OWNERS

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VF600

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KEYNOTES

LEGEND

1. ALL PHASE 2 E&SC MEASURES (INLET

PROTECTION, SILT FENCE, TREE PROTECTION,

ETC) SHALL BE FULLY MAINTAINED UNTIL SITE

IS FULLY STABILIZED.

2. ELEMENTS TO BE DEMOLISHED OR REMOVED

SHOWN DARKENED.

3. ALL SIGNAGE THAT IS REMOVED AND SAVED

FOR RELOCATION SHALL BE MAINTAINED ON

SITE. CONTRACTOR SHALL BE RESPONSIBLE

FOR REPLACEMENT COSTS IF DAMAGED. ALL

SIGNAGE TO BE REMOVED PERMANENTLY

SHALL BE RETURNED TO CITY OF HAMPTON,

TRAFFIC ENGINEERING AND OPERATIONS.

4. APPLY TEMPORARY SEEDING WITHIN 7 DAYS

TO DENUDED AREAS WHICH WILL NOT BE

BROUGHT TO FINAL GRADE FOR A PERIOD OF

MORE THAN 14 DAYS. SEE DETAIL 5, SHEET

CD501 FOR TEMPORARY SEEDING SCHEDULE.

5. APPLY PERMANENT SEEDING TO AREAS

DISTURBED BY CONSTRUCTION FOLLOWING

FINISH GRADING. SEE DETAIL 6, SHEET CD501

FOR PERMANENT SEEDING SCHEDULE.

6. SEE THE EXISTING SIGN INVENTORY ON

SHEET VF600 FOR DESCRIPTION OF EACH

SIGN ASSEMBLY.

SILT FENCE

TREE PROTECTION

LIMITS OF DISTURBANCE

SAWCUT LINE

CURB AND GUTTER TO REMAIN

REMOVE EXISTING CURB AND

GUTTER

INLET PROTECTION

REMOVE EXISTING TREE

MILL 2.0" OF ASPHALT PAVEMENT

REMOVE FULL DEPTH ASPHALT

PAVEMENT

REMOVE VARIABLE DEPTH

ASPHALT PAVEMENT (SEE CP413)

REMOVE CONCRETE

SIDEWALK/PAVEMENT

TP TP

1. INSTALL TREE PROTECTION

2. INSTALL SILT FENCE

3. SAWCUT AND REMOVE CURB AND GUTTER

4. SAWCUT AND REMOVE CONCRETE

SIDEWALK / CURB RAMP

5. SAWCUT AND REMOVE FULL DEPTH

ASPHALT / CONCRETE

6. SAWCUT AND REMOVE EXISTING CONCRETE

PAVERS AND CROSSWALK

7. REMOVE EXISTING COMMERCIAL ENTRANCE

8. ERADICATE EXISTING PAVEMENT MARKINGS

9. REMOVE CURB DRAIN INLET

10. REMOVE, STORE AND PROTECT SIGN FOR

RELOCATION DURING CONSTRUCTION, SEE

CM SHEETS FOR NEW LOCATIONS (SEE

NOTE 3)

11. EXISTING BUS STOP SHELTER AND

SIDEWALK TO REMAIN

12. EXISTING PAVEMENT MARKING TO REMAIN

13. REMOVE EXISTING VALLEY GUTTER

14. ADJUST WATER VALVE TO GRADE. SEE CU

SHEETS

15. REMOVE TREE

16. REMOVE EXISTING SIGN AND RETURN TO

TRAFFIC ENGINEERING AND OPERATIONS

17. CONTRACTOR TO DEMOLISH AND REMOVE

CONCRETE APRON AROUND EXISTING

JUNCTION BOXES AS NECESSARY FOR NEW

ADA RAMP CURBING

18. MODIFY EXISTING STORM STRUCTURE, SEE

CU SHEETS

3&4

CD501

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(800) 552-3120 or va811.com

BEFORE COMMENCING

CONSTRUCTION.

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NOTES

KEYNOTES

LEGEND

1. ALL PHASE 2 E&SC MEASURES (INLET

PROTECTION, SILT FENCE, TREE PROTECTION,

ETC) SHALL BE FULLY MAINTAINED UNTIL SITE

IS FULLY STABILIZED.

2. ELEMENTS TO BE DEMOLISHED OR REMOVED

SHOWN DARKENED.

3. ALL SIGNAGE THAT IS REMOVED AND SAVED

FOR RELOCATION SHALL BE MAINTAINED ON

SITE. CONTRACTOR SHALL BE RESPONSIBLE

FOR REPLACEMENT COSTS IF DAMAGED. ALL

SIGNAGE TO BE REMOVED PERMANENTLY

SHALL BE RETURNED TO CITY OF HAMPTON,

TRAFFIC ENGINEERING AND OPERATIONS.

4. APPLY TEMPORARY SEEDING WITHIN 7 DAYS

TO DENUDED AREAS WHICH WILL NOT BE

BROUGHT TO FINAL GRADE FOR A PERIOD OF

MORE THAN 14 DAYS. SEE DETAIL 5, SHEET

CD501 FOR TEMPORARY SEEDING SCHEDULE.

5. APPLY PERMANENT SEEDING TO AREAS

DISTURBED BY CONSTRUCTION FOLLOWING

FINISH GRADING. SEE DETAIL 6, SHEET CD501

FOR PERMANENT SEEDING SCHEDULE.

6. SEE THE EXISTING SIGN INVENTORY ON

SHEET VF600 FOR DESCRIPTION OF EACH

SIGN ASSEMBLY.

SILT FENCE

TREE PROTECTION

LIMITS OF DISTURBANCE

SAWCUT LINE

CURB AND GUTTER TO REMAIN

REMOVE EXISTING CURB AND

GUTTER

INLET PROTECTION

REMOVE EXISTING TREE

MILL 2.0" OF ASPHALT PAVEMENT

REMOVE FULL DEPTH ASPHALT

PAVEMENT

REMOVE VARIABLE DEPTH

ASPHALT PAVEMENT (SEE CP413)

REMOVE CONCRETE

SIDEWALK/PAVEMENT

TP TP

1. INSTALL TREE PROTECTION

2. INSTALL SILT FENCE

3. SAWCUT AND REMOVE CURB AND GUTTER

4. SAWCUT AND REMOVE CONCRETE

SIDEWALK / CURB RAMP

5. SAWCUT AND REMOVE FULL DEPTH

ASPHALT / CONCRETE

6. SAWCUT AND REMOVE EXISTING CONCRETE

PAVERS AND CROSSWALK

7. REMOVE EXISTING COMMERCIAL ENTRANCE

8. ERADICATE EXISTING PAVEMENT MARKINGS

9. REMOVE CURB DRAIN INLET

10. REMOVE, STORE AND PROTECT SIGN FOR

RELOCATION DURING CONSTRUCTION, SEE

CM SHEETS FOR NEW LOCATIONS (SEE

NOTE 3)

11. EXISTING BUS STOP SHELTER AND

SIDEWALK TO REMAIN

12. EXISTING PAVEMENT MARKING TO REMAIN

13. REMOVE EXISTING VALLEY GUTTER

14. ADJUST WATER VALVE TO GRADE. SEE CU

SHEETS

15. REMOVE TREE

16. REMOVE EXISTING SIGN AND RETURN TO

TRAFFIC ENGINEERING AND OPERATIONS

17. CONTRACTOR TO DEMOLISH AND REMOVE

CONCRETE APRON AROUND EXISTING

JUNCTION BOXES AS NECESSARY FOR NEW

ADA RAMP CURBING

18. MODIFY EXISTING STORM STRUCTURE, SEE

CU SHEETS

3&4

CD501

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 26, 2026.