DPIE_Permit.pdf

PDF 17 MB Posted Apr 29, 2026

Attached to: Buckler Road Water Main Replacement
Solicitation number: 104580
Issued by: Prince George's County, Choptank CDP, Maryland

About this file

Written by GovTribe AI · May 13, 2026

Buckler Road Water Main Replacement - Project Summary

This is a Special Utility Permit for water main construction issued by the Department of Permitting, Inspections and Enforcement for Prince George's County, Maryland, in connection with a solicitation by the Washington Suburban Sanitary Commission (WSSC). The project involves the installation of approximately 2.17 miles of water mains consisting of 0.33 miles of 4-inch diameter pipe, 1.35 miles of 8-inch diameter pipe, and 0.49 miles of 10-inch diameter pipe, along with approximately 1.14 miles of water house connections in Clinton, Prince George's County, Maryland. The work includes water main rehabilitation, construction, and restoration along the Buckler Road area and adjacent streets including Hellen Lee Drive, Armor Drive, Pin Oak Street, and various other residential streets. The permit was issued on March 19, 2024, with an expiration date of March 19, 2025 and a total estimated project duration of 1,445 days. Responses to the WSSC's sealed bid solicitation must be submitted via the eProcurement Portal prior to 2:00 p.m. on Wednesday, June 3, 2026.

The project encompasses extensive water main replacement and rehabilitation work spanning multiple streets and residential areas. Key scope elements include replacing existing cast iron and ductile iron water mains with new ductile iron pipe with zinc coating and polyethylene encasement, installing new fire hydrants, valves, blow-off connections, and water house connections, performing CCTV inspections of storm drain pipes, and conducting compaction testing in accordance with ASTM standards. The contractor is responsible for obtaining staging areas, mobilization, traffic control, sediment control, dewatering, temporary water service, and restoration of affected roadways and pavement markings. All work must comply with WSSC specifications, Prince George's County standards, Maryland State specifications, and applicable federal, state, and local regulations. The permit is subject to the Third Party Inspection Program per Utility Bill CB-17-2018, and a WSSC inspector must be present during all work activities. Construction sequencing is divided into two phases, with estimated work durations ranging from 2 to 33 days per street segment.

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Other files

File	Type	Posted
Buckler_Road_Water_Main_Replacement.pdf	PDF	May 4, 2026
Davis_Bacon_Wage_Determination_PG_County.pdf	PDF	May 4, 2026
Plans.pdf	PDF	Apr 29, 2026
Standard_Specifications.pdf	PDF	Apr 29, 2026
As-Built_Package.pdf	PDF	Apr 29, 2026
SRF_STATE_INSERT.pdf	PDF	Apr 29, 2026
Attachments.pdf	PDF	Apr 29, 2026
Solicitation_Information.pdf	PDF	Apr 29, 2026
Special_Provisions.pdf	PDF	Apr 29, 2026
WSSC_Special_Trench_Restoration_Detail.pdf	PDF	Apr 29, 2026
Geotechinical_Reports.pdf	PDF	Apr 29, 2026
Mid-Atlantic_Purchasing_Team_Intergovernmental_&_Cooperative_Purchasing_Clause.pdf	PDF	Apr 28, 2026

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Department of Permitting, Inspections and Enforcement

Utility and Technical Support Section

(301) 636-2060

SPECIAL UTILITY PERMIT

PRINCE GEORGE’S COUNTY GOVERNMENT

PERMIT FOR UTILITY CONSTRUCTION

WITHIN THE RIGHT-OF-WAY

Permit Name:

Permit Number:

Permit Issue/Approval Date:

Permit Expiration Date:

Permit Extension Date:

Permit Extension Expiration:Permit Application Date:

Description of Work:

The permittee has permission to perform the following work within the public right(s)-of-way:

Estimated Start Date of Construction

Estimated Total Duration of Project(days):

DPW&T Map Page & Grid

Street Remarks/Misc. Information

03/19/2024

03/19/2025

12/01/2022

1,445

N/A

WATER MAIN REHABILITATION CONSTRUCTION AND RESTORATION ALONG BUCKLER ROAD AREA.

Location of Constraction Activity: 6103 BUCKLER RD

BUCKLER RD, 6103, WSSC, 3205-2022, WMR,

BR7026A21

3205-2022

Permittee Information: Applicant Information

Fax:

Name:

Address:

Company:

Fax:

Email:

Phone:

Company:

Address:

Name:

Phone:

Email:

14501 Sweitzer

LAUREL MD 20707

NADINE WHITE

NADINE.WHITE@WSSCWATER.COM

14501 Sweitzer

Laurel MD 20707

Nadine White mpang@albrechtengineering.com

WASHINGTON SUBURBAN SANITATION COMMISSION Washington Suburban Sanitation Commission

(301) 206-8521 (301) 206-8521

From To Aerial/Underground/Bo Linear Feet

02/14/2022

DPW&T District: 5

10000 ARMOR CT 6300 ARMOR DR 10004 ARMOR CT Underground 215.00

10002 PAROS DR 6200 ARMOR DR 6200 TERENCE DR Underground 359.00

6006 ARMOR DR 6000 ARMOR DR 10004 DERRICK PL Underground 251.00

6200 ARMOR DR 10004 DERRICK PL 6401 HELLEN LEE DR Underground 1,764.00

6200 BUCKLER RD 6101 BUCKLER RD 9801 BRANDYWINE RD Underground 2,377.00

6204 HELLEN LEE DR 9901 BRANDYWINE RD 9904 TURRET LN Underground 2,184.00

6304 FLORENCE CT 6300 FLORENCE CT 6306 FLORENCE CT Underground 229.00

6304 GREDINGER DR 6327 ARMOR DR 6308 GREDINGER DR Underground 354.00

6312 GREDINGER DR 6308 GREDINGER DR 6318 GRENDINGER DR Underground 260.00

6326 ARMOR DR 6215 BUCKLER RD 6332 ARMOR DR Underground 462.00

6504 PIN OAK CT 6508 PIN OAK CT 6500 PIN OAK CT Underground 229.00

6512 PIN OAK CT 9408 PIN OAK ST 6508 PIN OAK CT Underground 254.00

6602 OAK ORCHARD CT 9405 PIN OAK ST 6606 OAK ORCHARD CTUnderground 223.00

6603 OAK LEAF CT 9511 OAK LEAF PL 6606 OAK LEAF CT Underground 258.00

9501 PIN OAK ST 9401 PIN OAK ST 9515 PIN OAK ST Underground 965.00

9507 OAK LEAF PL 9511 OAK LEAF PL 9500 OAK LEAF PL Underground 329.00

9516 OAK LEAF PL 9513 PIN OAK ST 9511 OAK LEAF PL Underground 327.00

9901 TURRET LN 9904 HELLEN LEE DR 6101 BUCKLER RD Underground 408.00

This permit is subject to Third Party Inspection Program (TPIP), per Utility Bill CB-17-2018. No work shall be performed without TPIP approved designated inspector present. TPIP inspector is responsible to provide all documentation required to DPIE Inspections Division.

The permittee shall notify the Department and the public in impacted neighborhoods of the time of commencement of road construction, if the duration of work is expected to be more than five (5) working days or if there will be a change in traffic patterns, at least ten (10) working days before commencement of any construction under said permit.

A project information sign provided by the permittee and approved by the Department shall be posted in a conspicuous place on each project site near or within an existing road five (5) working days in advance of the start of construction unless waived by the Department.

Where work is interrupted for a period of five (5) working days or more, the permittee shall, at the end of each interruption, notify the Department of his intent to actively resume work under the permit.

The proposed construction work shall be performed and completed in accordance with the approved plans and other supporting documents submitted by the Permittee, any and all special terms and conditions contained herein, and the Prince George’s County Policy and Specification for Utility Installation and Maintenance, the Road Ordinance of Prince George’s County, Maryland, the Prince George’s County General Specifications and Standards for Highway and Street Construction, the State of Maryland Standard Specifications for Construction and Materials, and all other County, State and Federal laws, rules, regulations, and ordinances, all of the foregoing as may be amended from time to time, and subject to the inspection and control of the Department of Public Works and Transportation.

Approved - See Attached General and Special Conditions

Individual Company Job/Project Number

Inspector Name, Mobile Phone Number and Email

QUESTIONS TO BE COMPLETED BY PERMITEE

1. Total length of aerial utility installations( To be measured longitudinally along the centerline of the utility.

Multiple wires or cables on the same poles that provide the same type of utility service shall be measured as one installation.)(LINEAR FEET):

2. Total number of new poles to be installed within the public rights-of-way(EACH):

3. Total number of existing poles to be relocated within the public rights-of-way(EACH):

4. Total number of new guys to be installed within the public rights-of-way(EACH):

5. What is the total length of utilities that will be installed under the roadway or paved shoulders under this permit(LINEAR FEET)?

6. What is the total length of underground utilities in the rights-of-way(LINEAR FEET):

7. Provide the following paving information

a. Estimated start date of paving:

b. Estimated completion date of paving:

8. Will sidewalk closure(s) be required to perform this work? If yes, a plan for rerouting pedestrian traffic must be included with the application.

9. Will excavation of sidewalk(s) be required to install utilities under this permit?

Required Bonds:

Name and Address of Bonding Company: Performance Bond L&M Bond

Amount

Date Approved

Bond Number

Bond Type

Amount

Date Approved

Bond Number

Bond Type

Required Fee(s)

Admin. Fee

Impact Fee

Extension Fee

Date Paid Payment Type

Permitte's Signature

Permitte's Name

Permitte's Title

0.00

11,448.00

03/01/2027

11/15/2027

NADINE R. WHITE

WSSC PROJECT MANAGER

Inspection Fee

$0.00

$0.00 N/A

N/A

$0.00 N/A

BRITTINGHAM, DENNY T

Yes

Admin. Fee (from drawdown)

Inspection Fee (from drawdown)

Impact Fee (from drawdown)

Extension Fee (from drawdown)

$0.00 N/AN/A

BR7026A21

(301) 636-2080

Dawit A. Abraham ( Director )

MDReidy Stamp

SPECIAL CONDITIONS:

IF ROAD CUTS OR TEST PITS ARE NEEDED THEN 2-INCH MILL AND OVERLAY IS REQUIRED.

HAZARDOUS MATERIALS SHALL NOT BE STORED WITHIN THE PUBLIC RIGHT-OF-WAY.

NO MATERIAL OR EQUIPMENT CAN BE STORED IN COUNTY RIGHT OF WAY WITHOUT PRIOR PERMISSION FROM THE

DPIE INSPECTOR, WHO CAN BE REACHED AT 301-636-2080.

WHERE PAVEMENT MARKINGS WILL BE AFFECTED BY THE UTILITY WORK, THE PAVEMENT MARKINGS MUST BE

IDENTIFIED SPECIFICALLY ON THE PLAN AND REPLACED IN KIND. THE CONTRACTOR SHALL SURVEY THE

EXISTING MARKINGS, AS NEEDED, IN ORDER TO ENSURE THE NEW MARKINGS ARE RE-INSTALLED IN THE PROPER

LOCATION. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE CORRECT REPLACEMENT OF ALL IMPACTED

PAVEMENT MARKINGS.

BUCKLER RD

HELLEN LEE DR

ARMOR DR

ARM

O R

GREDINGER

CLINTON MANOR RD

LEAF PL

AK ST

BRANCH DR

ENGINEER:

MONTGOMERY CO.

ADEQUATE SURVEY

200'S OF

CONTRACT

DATE

DATE STARTED

DATE FINALED

Drawing No.

FINALED BY

DATE COMPLETED

TYPE MANHOLES

TYPE PIPE W.

S.C.1.

1. thru 32.

Sediment Control Details Plans/Profiles/Details

Description

P.G.CO.D.P.W.&T.

SED. CONTROL

CONTRACT MANAGER

INSPECTOR

CONTRACTOR

L & G

AS BUILT DATA

TOWN NOTIFICATION

STATE HGWY. ADM.

STATE BD. HEALTH

PERMIT REQUIREMENTS

M.N.C.P.&P.C.

WETLANDS / WATERWAYS

TREE

DATE REVISIONS

PAGE GRID

VICINITY MAP

SCALE

ON PROP. R/W REQ'D

OFF PROP. R/W REQ'D

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

FOR LOCATION OF UTILITIES CALL 8-1-1 OR 1-800-257-7777

OR LOG ON TO www.call811.com or www.missutility.net 48

HOURS IN ADVANCE OF ANY WORK IN THIS VICINITY

OTHER UTILITIES

*TO BE ACQUIRED BY APPLICANT

1":2,000'PRINCE

GEORGE'S

CO. P5766

G09,H09, F10,G10

BR7026A21

DRAWING INDEX

REQUIRED

NOT REQUIRED

DRAWN

CHECK

PIPELINE DESIGN DIVISION

212SE06 213SE06 32

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

DATE DIVISION MANAGER

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

M.D. D.O.E. - WMA

PROJECT MANAGER

03/08/24 - PLOT DATE

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

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WSSC Erosion and Sediment Control Approval Note This plan has been approved per requirements in the:

Standard Procedures of the WSSC Regulations for Utility Erosion and Sediment Control, Section V, Paragraph A.

Reviewed by:_________________________________________

Date:__________________ Plan No.______________________

LOCATION MAP

BUCKLER ROAD

WATER MAIN REPLACEMENT

1" = 600'

SCALE: 1"= 2,000'

1,000' 1,000'0' 2,000'

1. ALL WATER MAINS TO BE DUCTILE IRON PIPE WITH ZINC COATING CLASS 54 MIN.

2. ALL DUCTILE IRON PIPE TO BE V-BIO ENHANCED POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH AWWA C105, METHOD A.

3. ALL DUCTILE IRON FITTINGS TO BE FUSION BONDED EPOXY COATED.

4. CATHODIC PROTECTION IS NOT PROPOSED HEREWITH AND IS NOT PERMITTED WITHOUT ADDITIONAL REVIEW/APPROVAL.

5. LICENSED GEOTECHNICAL ENGINEER T0 PERFORM COMPACTION TESTING FOLLOWING ASTM D1556, ASTM D6938 OR ASTM D2937 AT A MINIMUM RATE OF 1 TEST FOR EVERY 100 FEET OF FILL ALONG MAIN TRENCH AND AT EVERY LATERAL

TRENCH, STRUCTURE AND VALVE BOX IN RESTORATION OF TYPE I AREAS.

6. CONTRACTOR SHALL TEST PIT EXISTING WATER MAIN CONNECTION LOCATIONS. THERE IS THE POSSIBILITY OF ENCOUNTERING POURED LEAD JOINTS. IF POURED JOINT PIPE IS FOUND, REPLACE WITH MECHANICAL JOINT PIPE AND

FITTINGS. REMOVAL OF THE JOINT IS INCIDENTAL TO THE CONTRACT.

7. CONTRACTOR SHALL TEST PIT ALL UTILITY AND STORM DRAIN CROSSINGS A MINIMUM OF 2 WEEKS IN ADVANCE OF WORK, AND MAKE ANY ADJUSTMENTS AS NECESSARY WITH PRIOR APPROVAL OF WSSC AND AT NO COST TO WSSC. ONE FOOT MINIMUM CLEARANCE SHALL BE PROVIDED AT ALL UTILITY AND STORM DRAIN CROSSINGS UNLESS OTHERWISE

NOTED ON THE PLANS.

8. CONTRACTOR SHALL VERIFY THE TYPE, SIZE, AND LOCATION OF EXISTING FITTINGS ON THE WATER MAIN TO BE

REPLACED.

9. PROVIDE MINIMUM ONE AND HALF (1'-6") FEET VERTICAL CLEARANCE BETWEEN WATER PIPELINES AND WHEN WATER PIPELINES ARE CROSSING OTHER UTILITIES PROVIDE MINIMUM ONE (1'-0") FEET VERTICAL CLEARANCE.

10. PROVIDE MINIMUM OF FIVE (5) FEET HORIZONTAL SEPARATION BETWEEN WATER PIPELINES AND OTHER UTILITIES AND

STRUCTURES (MANHOLES, INLETS, VAULTS, POLES, ETC.)

11. PROVIDE A MINIMUM OF TWO (2) FEET HORIZONTAL SEPARATION BETWEEN WATER PIPELINES AND CURB, VAULTS, POLES, ETC.).

12. FOR SAME TRENCH REPLACEMENT, ALL EXISTING VALVES, FIRE HYDRANTS, VALVE BOXES, COPPER, BRASS, FITTINGS AND PIPE MUST BE REMOVED FOR SALVAGE AND RETURNED TO WSSC TEMPLE HILL WAREHOUSE, AT NO COST TO WSSC.

FOR PIPE RELOCATION, FIRE HYDRANTS AND VALVE BOXES MUST BE REMOVED FOR SALVAGE AND RETURNED TO WSSC TEMPLE HILL WAREHOUSE, AT NO COST TO WSSC. SEE SHEET 24 FOR FIRE HYDRANT INFORMATION.

13. REPLACE EXISTING FIRE HYDRANTS IN ACCORDANCE WITH STANDARD DETAIL W/8.0 OR W/8.1, UNLESS OTHERWISE

NOTED ON THE DRAWINGS OR DIRECTED IN THE FIELD.

14. REPLACEMENT OF SINGLE WHC'S ARE TO BE 1" DIAMETER MINIMUM. EXISTING WHC'S LARGER THAN 1" ARE TO BE REPLACED WITH THE SAME SIZE AS EXISTING. 3" WHC'S ARE TO BE REPLACED WITH 4" WHC'S, WHICH SHALL BE DUCTILE

IRON PIPE, CLASS 54. 1 1/4" WHC'S ARE TO BE REPLACED WITH 1 1/2" WHC'S.

15. REPLACE EXISTING WHC'S WITH COPPER, TYPE K, TO THE PROPERTY LINE INCLUDING THE OUTSIDE METER SETTINGS

AND CURB STOPS, SEE STD. DETAILS W/5.6, W/5.7, W/5.13, W/5.15 AND W/5.15A.

16. REPLACE/RECONNECT EXISTING WHC'S TO THE REPLACEMENT WATER MAIN AS NOTED IN THE EXISTING WATER HOUSE

CONNECTION INFORMATION TABLES.

17. LOCATE REPLACEMENT OUTSIDE METER SETTINGS AT THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS.

NO NEW CURB STOPS AND WATER METERS SHALL BE IN PAVEMENT/ROADWAY OR SIDEWALK. SEE THE EXISTING WATER

HOUSE CONNECTION INFORMATION TABLES.

18. INSTALL ALL WATER MAINS AND TEMPORARY CAPS/PLUGS ON BOTH THE REPLACEMENT AND EXISTING MAINS AND TEST

AS SHOWN ON THESE DRAWINGS.

19. CONTRACTOR SHALL NOTIFY MISS UTILITY AT LEAST 48 HOURS IN ADVANCE OF ANY WORK IN THIS AREA, SO APPROPRIATE MARKING OF EXISTING UTILITIES CAN BE MADE. CALL 811 OR 1-800-257-7777 OR LOG ON TO

WWW.CALL811.COM OR HTTP://WWW.MISSUTILITY.NET

20. 1"=30' SCALE DRAWINGS ARE BASED ON TOPOGRAPHIC SURVEY DATA COLLECTED BY JOHNSON, MIRMIRAN & THOMPSON FROM SEPTEMBER 2021 TO OCTOBER 2021. HORIZONTAL DATUM = NAD 83/11 AND VERTICAL DATUM = NGVD 29.

21. CONTRACTOR SHALL NOT STOCKPILE MATERIALS OR EQUIPMENT WITHIN THE DRIP-LINE OF ANY TREES.

22. PROVIDE TREE TRUNK PROTECTION FOR ALL TREES WITHIN 15 FEET OF ANY WORK. SEE STANDARD DETAIL SC/19.0, EXCEPT NOMINAL 2"X10" OR 2"X12" PINE BOARDS MAY BE USED.

23. CONTRACTOR SHALL LOCATE ALL WHC'S IN THE FIELD. THE CONTRACTOR, AT NO COST TO WSSC, SHALL REPAIR ANY

DAMAGE TO HOUSE CONNECTIONS AND WATER MAINS THEY MAY CAUSE.

24. REPLACE EXISTING VALVES IN SAME LOCATION, UNLESS OTHERWISE NOTED ON DRAWINGS. STRAP ALL REPLACEMENT

AND NEW VALVES TO THE NEAREST CROSS OR TEE.

25. RELOCATED AND/OR REPLACED WHC'S SHALL BE PLACED IN LOCATIONS THAT MINIMIZE IMPACT TO TREES. CONTRACTOR

SHALL LOCATE WATER METER BOXES AND CURB STOPS AND ADJUST TO EXISTING GRADE.

26. INSTALL WHC'S TRENCHLESSLY WHERE LINED DRAINAGE DITCHES ARE PRESENT ALONG EDGE OF ROADWAY.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STAGING AREA(S) AND FOR MOBILIZATION TO AND FROM SUCH

AREA(S) AT NO ADDITIONAL COST TO THE WSSC.

GENERAL NOTES INDEX OF SHEETS

Field Reviewed By Date

SHEET NO. DESCRIPTION

01 TITLE SHEET

02 GENERAL NOTES

03 KEY MAP

04 ARMOR DR - 1

05 ARMOR DR - 2

06 ARMOR DR - 3

07 PAROS DR AND ARMOR CT

08 FLORENCE CT

09 HELLEN LEE DR - 1

10 HELLEN LEE DR - 2

11 HELLEN LEE DR - 3

12 HELLEN LEE DR - 4

13 BUCKLER RD - 1

14 BUCKLER RD - 2

15 BUCKLER RD - 3

16 BUCKLER RD - 4

17 ARMOR DR AND GREDINGER DR

18 GREDINGER DR

19 PIN OAK ST - 1

20 PIN OAK ST - 2

21 OAK LEAF PLACE

22 OAK ORCHARD CT AND OAK LEAF CT

23 PIN OAK CT

24 FIRE HYDRANT PROFILES

25-26 WATER HOUSE CONNECTION TABLES

27 STAKEOUT DATA

28 SUGGESTED SEQUENCE OF CONSTRUCTION

29 TRAFFIC CONTROL NOTES

NOT REQUIRED

REQUIRED

SCALE: 1"= 600'

300' 300'0' 600'

PROJECT

AREA

BR7026A21

EXISTING WATER MAINS TO BE REPLACED

STREET

EXISTING

WATER MAIN

SIZE

PROPOSED

WATER MAIN

SIZE

REPLACEMENT

LENGTH

RELOCATION

LENGTH SHEET

ARMOR DR (SOUTH) 3" 4" 266 0 4

ARMOR DR (SOUTH) 8" 8" 1,427 336 4-6, 10

PAROS DR 8" 8" 329 0 5, 7

ARMOR CT 3" 4" 215 0 6-7

FLORENCE CT 3" 4" 229 0 8

HELLEN LEE DR 10" 10" 1,405 795 9-12

TURRET LN 10" 10" 313 37 12-13

BUCKLER RD 8" 8" 0 2,387 13-16

BUCKLER RD 8" 10" 0 44 13-16

ARMOR DR (NORTH) 8" 8" 470 0 15, 17

GREDINGER DR 6" 8" 258 99 17-18

GREDINGER DR 3" 4" 193 71 18

PIN OAK ST 8" 8" 765 200 19-20

OAK ORCHARD CT 3" 4" 0 227 19, 22

PIN OAK CT 3" 8" 274 0 19, 23

PIN OAK CT 3" 4" 92 126 23

OAK LEAF PL 6" 8" 325 0 20-21

OAK LEAF PL 3" 4" 236 93 21

OAK LEAF CT 3" 8" 77 180 21-22

PROPOSED 4" 1,231 517

PROPOSED 8" 3,925 3,202

PROPOSED 10" 1,718 876

TOTAL PROPOSED REPLACEMENT & RELOCATION LENGTH 6,874 4,595

TOTAL PROPOSED LENGTH 11,469

STANDARD PRECAST CONCRETE CULVERT MISCELLANEOUS

DETAILS - CRITERIA FOR UTILITY LINE CROSSING

TITLE SHEET

S.C.1 SEDIMENT CONTROL DETAILS

31 EXISTING PAVEMENT MARKINGS

TRAFFIC CONTROL DETAILS

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

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200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

28. WHERE PAVEMENT MARKINGS WILL BE AFFECTED BY THE UTILITY WORK, THE PAVEMENT MARKINGS MUST BE IDENTIFIED SPECIFICALLY ON THE PLAN AND REPLACED IN KIND. THE CONTRACTOR SHALL SURVEY THE EXISTING MARKINGS, AS NEEDED, IN ORDER TO ENSURE THE NEW MARKINGS ARE RE-INSTALLED IN THE PROPER LOCATION. THE CONTRACTOR IS FULLY

RESPONSIBLE FOR THE CORRECT REPLACEMENT OF ALL IMPACTED PAVEMENT MARKINGS.

29. ALL BYPASS PIPES SHALL BE LOCATED OUTSIDE OF THE PAVEMENT. ALL TRAVEL WAYS SHALL BE RESTORED TO TWO WAY

TRAVEL AT THE END OF EACH WORKING DAY.

30. ALL ABANDONED IN PLACE EXISTING MAINS 8” AND LARGER AND APPURTENANCES SHALL BE FILLED ENTIRELY WITH FLOWABLE

FILL.

31. TEMPORARY WATER SERVICE PIPING SHALL BE LOCATED OUTSIDE OF THE PAVEMENT.

32. ALL ROADWAYS IMPACTED BY CONSTRUCTION SHALL BE OPENED TO TRAFFIC AT THE END OF EACH WORKING DAY.

33. SAME TRENCH REPLACEMENT DOES NOT PRECLUDE THE CONTRACTOR FROM MEETING ALL MINIMUM CLEARANCES SHOWN HEREIN. THE CONTRACTOR IS TO ADHERE TO LOCATION REQUIREMENTS SHOWN HEREIN FOR ALL PROPOSED/REPLACEMENT

MAIN INCLUDING GRAPHICS, DIMENSIONS, AND STAKEOUT TABLES.

34. WATER METERS ARE TO BE LOCATED AT THE RIGHT-OF-WAY/FRONT PROPERTY LINE IN THE GRASSED AREA WHENEVER

POSSIBLE.

35. FIRE HYDRANTS ARE TO BE LOCATED 2' FROM THE EDGE OF PAVED ROADWAY IN THE GRASSED AREA WHENEVER POSSIBLE.

36. THE CONTRACTOR SHALL NOTIFY PRINCE GEORGE'S COUNTY DPS PRIOR TO THE START OF WORK.

37. CONTRACTOR SHALL PROVIDE A SAFE, CLEAR, AND DETECTABLE PATH FOR PEDESTRIANS AT ALL TIMES DURING

CONSTRUCTION.

38. FOR ASPHALT INTERSECTIONS, EXTEND MILL AND OVERLAY TO PC/PT OF FILLETS.

39. VALVE STEM EXTENSIONS SHALL BE INSTALLED PER WSSC STANDARD DETAIL W/2.2 ON ALL OPERATING NUTS WITH MORE THAN

4' OF COVER.

40. TO DETERMINE THE INVERT ELEVATION OF THE REPLACEMENT WATER MAINS FOR HYDROSTATIC PRESSURE TESTING, USE THE

AS-BUILT DRAWINGS.

41. CONTRACTOR SHALL PROVIDE STAKEOUT FOR THE PROPOSED RELOCATIONS.

42. PROVIDE TEMPORARY WATER SERVICE DURING CONSTRUCTION FOR WATER SERVICES AFFECTED BY THE WATER MAIN REPLACEMENTS. TEMPORARY WATER SERVICE CONNECTIONS SHALL BE AS PER STANDARD DETAILS W/5.16 AND W/5.16A. ALL SHUTDOWNS SHALL BE LIMITED TO NO LONGER THAN 8 HOURS, AND ALL CUSTOMERS AFFECTED BY THE SHUTDOWNS SHALL

BE NOTIFIED AT LEAST 7 DAYS PRIOR TO THE SHUTDOWN.

43. NO VALVES ARE TO BE OPERATED WITHOUT A WSSC INSPECTOR ON SITE.

44. INSTALL SAME TRENCH REPLACEMENT WATER MAINS WITH A MINIMUM OF 42" COVER, AND OFFSET/ RELOCATED WATER MAINS

WITH MINIMUM OF 48" COVER UNLESS OTHERWISE NOTED ON THE DRAWING.

45. WSSC SHALL BE RESPONSIBLE FOR 2-INCH MILL AND OVERLAY. MILL AND OVERLAY WORK WILL BE DONE BY WSSC PAVING

CONTRACTOR AFTER COMPLETION AND ACCEPTANCE OF UNDERGROUND UTILITY WORK.

46. ANY YARD WITH ZOYSIA GRASS THAT IS DISTURBED MUST BE REPLACED WITH ZOYSIA GRASS. FOLLOW RECOMMENDED TIME

FOR PLANTING ZOYSIA GRASS.

47. IN ACCORDANCE WITH CODE OF MARYLAND REGULATIONS (COMAR) 26.04.01.33, DIRECT AND INDIRECT ADDITIVES, SUPPLIERS OF WATER SHALL ONLY USE PRODUCTS (AND MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY) THAT MEET THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE / NSF INTERNATIONAL (ANSI/NSF) STANDARDS FOR DIRECT OR INDIRECT DRINKING WATER ADDITIVES. THE PRODUCTS CAN ALSO BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY THE ANSI FOR SUCH TESTING (I.E., INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS RESEARCH AND TESTING, ONTARIO CA, UNDERWRITERS LABORATORY, NORTHBROOK IL, AND WATER

QUALITY ASSOCIATION, LISLE IL).

48. IN COMPLIANCE WITH COMAR 09.20.01.03 AND THE SAFE DRINKING WATER ACT (SECTION 1417(A)(4)(8)), MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY SHALL COMPLY WITH THE REDUCTION OF LEAD IN

DRINKING WATER ACT, WHICH WENT INTO EFFECT IN MARYLAND IN JANUARY 2012.

49. CONTRACTOR MUST CONTACT THE FOLLOWING PERSONS/AGENCIES AT LEAST SEVEN (7) DAYS PRIOR TO START OF ANY WORK

UNDER THIS CONTRACT:

A. DANIEL HAMILTON, CONSTRUCTION MANAGER, PIPELINE CONSTRUCTION DIVISION OF WSSC, TEMPLE HILL DEPOT AT

(301) 206-7316.

B. PRINCE GEORGE'S COUNTY DPIE INSPECTOR FOR PRE-CONSTRUCTION MEETING.

50. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE

THE SEWER.

51. MAINTAIN 1' VERTICAL AND 5' HORIZONTAL CLEARANCE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE FOR ANY OTHER UTILITIES AND APPURTENANCES. MAINTAIN A MINIMUM OF 2' CLEARANCE FROM CURB AND GUTTER UNLESS OTHERWISE NOTED.

52. THE CONTRACTOR SHALL BE PREPARED TO DEAL WITH GROUNDWATER DURING CONSTRUCTION AND IS COMPLETELY RESPONSIBLE FOR ADEQUATELY CONTROLLING WATER PRESENT IN THE EXCAVATION. THE CONTRACTOR MUST PROVIDE FOR THE DISPOSAL OF WATER REMOVAL FROM EXCAVATIONS IN SUCH A MANNER AS NOT TO CAUSE DAMAGE TO PUBLIC OR PRIVATE PROPERTY OR TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING REQUIRED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

53. THE CONTRACTOR IS ADVISED OF VERY LOOSE SOILS AND/OR SOFT SOILS THAT WERE ENCOUNTERED NEAR THE PROPOSED WATER MAIN SITE DURING SUBSURFACE EXPLORATIONS AS INDICATED IN THE GEOTECHNICAL AND PAVEMENT INVESTIGATION REPORT. THIS TYPE OF SOIL IS CONSIDERED AN UNSUITABLE MATERIAL AND IF ENCOUNTERED DURING CONSTRUCTION OF THE WATER MAIN, THRUST BLOCKS, OR ANY APPURTENANCES, THE LOOSE/SOFT SOIL SHALL BE REMOVED TO A FIRM SOIL BOTTOM, TO THE EXTENT DIRECTED BY THE OWNER OR ENGINEER, THEN INSPECTED AND PROBED TO VERIFY THE SUITABILITY PRIOR TO

REPLACEMENT WITH BORROW AGGREGATE AS PER WSSC SPECIFICATION SECTION 02315.

54. CONTRACTOR SHALL PERFORM CCTV INSPECTION OF THE STORMDRAIN PIPES AND SUBMIT TO WSSC AS NOTED ON THE DRAWINGS PER SPECIFICATION SECTION 02956. CCTV SHALL BE PERFORMED PRIOR TO ANY CONSTRUCTION AND AFTER FINAL PAVING IS COMPLETED. CCTV SHALL BE COMPLETED FOR THE COMPLETE LENGTH OF PIPE FROM UPSTREAM TO DOWNSTREAM

STRUCTURE.

1. RESTRAIN ALL FIRE HYDRANTS TO WATER MAIN, SEE STANDARD DETAILS B/2.1 AND B/2.2. DO NOT BLOCK FIRE HYDRANT OR

FIRE HYDRANT TEE.

2. RESTRAIN ALL JOINTS ON WATER MAIN BETWEEN BRANCH VALVES AND TEES/CROSSES. SEE STANDARD DETAIL B/2.0.

3. RESTRAIN ALL JOINTS ON WATER MAIN, WHERE NOTED ON THE DRAWINGS.

4. CONCRETE BLOCKING IS NOT REQUIRED ON PIPE FITTINGS THAT ARE RESTRAINED PER THE LIMITS SHOWN ON THESE

DRAWINGS.

BLOCKING NOTES

1. UTILITY CONTRACTOR TO CONTACT WSSC ENVIRONMENTAL PROGRAMS UNIT AT (301) 206-8075 48 HOURS PRIOR TO STARTING

ANY WORK UNDER THIS CONTRACT.

2. ANY GROUND OR SURFACE WATER THAT IS PUMPED DURING THIS PROJECT SHALL BE DISCHARGED THROUGH A DEWATERING

DEVICE APPROVED BY WSSC PRIOR TO BEING DISCHARGED OFFSITE.

3. STREETS AND PAVED WALKWAYS SHALL BE KEPT IN BROOM SWEPT CONDITION AT ALL TIMES.

4. INSTALL CURB INLET PROTECTION, AT-GRADE INLET PROTECTION AS NEEDED OR AS DIRECTED BY WSSC ENVIRONMENTAL

STAFF. SEE STANDARD DETAIL SC/16.0.

5. CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION FOR ALL NON-PAVED DISTURBED AREAS BY THE CLOSE OF EACH

WORK DAY.

6. ANY EXCAVATED OR STOCKPILE MATERIAL LEFT OVERNIGHT SHALL BE COVERED WITH IMPERMEABLE MATERIAL. PROVIDE

SEDIMENT CONTROL FOR ALL OFFSITE STAGING/STOCKPILE AREAS.

7. WHEN WORKING IN PAVED SURFACES, PLACE EXCAVATED MATERIAL ON HIGH SIDE OF TRENCH.

8. INSTALL SILT FENCE AS NEEDED ON LOW SIDE OF EXCAVATED TRENCH WHEN WORKING IN NON-PAVED AREAS, OR AS SHOWN ON PLANS, OR AS DIRECTED BY WSSC ENVIRONMENTAL STAFF IN FIELD. SEE WSSC STANDARD DETAIL SC/1.0.

9. SLURRY GENERATED BY PAVEMENT SAWING SHALL BE CONTAINED BY CONTRACTOR. TO PREVENT SLURRY FROM ENTERING STORM DRAIN SYSTEM OR WATERWAY; USING APPROVED METHODS, DEVICES OR AS DIRECTED BY WSSC ENVIRONMENTAL STAFF. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONTAINED SLURRY PROPERLY AT THE END OF EACH WORK DAY.

SEDIMENT CONTROL NOTES

GENERAL NOTES (CONTINUED)

GENERAL NOTES

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- G en er al \0

Y M

.d w g

SHEET 13

SHEET 14

SHEET 15

SHEET 17

SHEET 16

SHEET 12

SHEET 11

SHEET 10

SHEET 9

SHEET 4

SHEET 5

SHEET 7

SHEET 8

SHEET 7

SHEET 6

SHEET 20

SHEET 19

SHEET 23

SHEET 22

SHEET 21

SHEET 22

SCALE:

KEY MAP

1" = 200'

SCALE: 1"= 200'

100' 100'0' 200'

SHEET 18

GREDINGER DRIVE

ARM

R DRIVE

ARMOR DRIVE

ARM

TERENCE

DRIVE

HELLEN LEE

DRIVE

TURRET

LANE

FLORENCE

E R

OAK

ORCHARD

AK STR

EET

CLINTON MANOR DRIVE

PAROS

LEGEND

EX. WATER PROP. WATER

EX. SANITARY

EX. GAS

EX. POWER

EX. FIBER OPTIC

EX. WATER TO BE ABANDONED

EX. CABLE

EX. TELE.

PAVEMENT CORE

SOIL BORING

TEST PIT

EX. WATER VALVE

PROP. WATER METER

PROP. FIRE HYDRANT

PROP. THRUST BLOCK

PROP. WATER VALVE

PROP. REDUCEREX. FIRE HYDRANT

EX. SANITARY MH

MILL AND OVERLAY

PROP. AIR RELEASE VALVE

ABBREVIATIONS

EX. CURB STOP

EX. WATER METER

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

BUCKLER ROAD

OAK

COURT

OAK LEAF COURT

PLACE

COURT

PLAC

E DRIVE

COURT

E R

TP-10

TP-12

TP-13

TP-14

TP-15

TP-09

TP-11

TP-03

TP-01

TP-02 TP-04

TP-05TP-06

TP-07

SB-01

SB-03

SB-02

SB-04

SB-05

SB-06

SB-07

SB-08

SB-09

SB-10

SB-11

SB-13

SB-14

SB-15

SB-12

PC-15

PC-13

PC-14

PC-12

PC-11

PC-10

PC-09

PC-08

PC-07

PC-01

PC-02

PC-04

PC-03

PC-05

PC-06TP-08

KEY MAP

PROP. BLOW OFF

PROP. CURB STOP

PROP. CAP

EX. STORM

EX. STORM MH

EX. FENCE

EX. INTERNAL PROPERTY LINE

EX. WSSC EASEMENT

PROP. TEE

PROP. CROSS

PROP. 1/8 H.B.

PROP. 1/16 H.B.

PROP. 1/32 H.B.

TREE PROTECTION FENCE

14" APPLE EX. TREE

ABDN ABANDONED

B.O. BLOW OFF

CIP CAST IRON PIPE

CL CLASS/CLEARANCE

DEF. DEFLECTION

DIP DUCTILE IRON PIPE

EX. EXISTING

F.H. FIRE HYDRANT

F.H.T. FIRE HYDRANT TEE

GHC GAS HOUSE CONNECTION

H.B. HORIZONTAL BEND

INV. INVERT

MIN. MINIMUM

OD OUTSIDE DIAMETER

PC PAVEMENT CORE/

POINT OF CURVATURE

PROP. PROPOSED

PT POINT OF TANGENCY

RED. REDUCER

S/SAN. SANITARY SEWER

SB SOIL BORING

SHC SEWER HOUSE CONNECTION

STA. STATION

TP TEST PIT

V VALVE

V.B. VERTICAL BEND

W WATER

WHC WATER HOUSE CONNECTION

EX. UNKNOWN UTILITY

EX. THRUST BLOCK

EX. REDUCER

EX. SHRUB

IP IP IP IP

MB MB

MBMB MB MB MB

20" MAPLE

15" APPLE

14" APPLE

3" CHERRY

16" MAPLE

12" APPLE

12" MAPLE

18" MAPLE

4" ELMS

8" GUM

1" CHERRY 20" MAPLE

2" CHERRY 3" CHERRY 3" CHERRY

2" OAK

2" CHERRY

4" ELMS

TVTV

TEL

18" R C

V048

181U

F027

183N 182N 186N

2" CHERRY 2" CHERRY

EX. 8" C.I. (1969-4000A)EX. 3" C.I. (1969-4000A)EX. 3" C.I. (1969-4000A)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" CU

(WHC)

3/4" CU (W

HC)

3/4" C U

(W H

3/4" C U

(W H

EX. 6" S (69-4000A) EX. 6" S (69-4000A)

EX. 6" S (69-4000A)

3/4" C U

(W H

3/4" C U

(W H

0+00 1+00 2+00 3+00 4+00 5+00 6+

FN01

E 1, 0, N 395,078

E 1, 0, N 394,903

E 1, 0, N 395,078

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00

. F

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 8

" S

. 4

" S H

. 4

" S H

. 1

8" S

SMH

183N

SMH

181U

SMH

182N

SMH

186N

. 4

" S H

EX. 6" SAN. (69-4000A)

RESTRAIN ALL JOINTS AND FITTINGS

DERRICK PLACE

NEW 4" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

R M

O R

D R

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

ARMOR DRIVE

K PLAC

C H

E S

- S

S H

0+02

INSTALL NEW B.O.

CONNECTION PER

STD. DET. W/3.07

0+00

INSTALL 4" CAP

2+80

INSTALL NEW 8"X6" F.H.T.

6" V, AND 6" F.H. LEAD

0+10

INSTALL NEW 5.0' F.H.

ELBOW ELEV. = 201.6

PER STD. DET. W/8.0

2+66

INSTALL NEW 8"X4" RED.

REPLACE EX. 3" W

WITH NEW 4" W

REPLACE EX. 8" W

WITH NEW 8" W

6006 10005 10004 6102 6104

6005 6007 6009 6011 6101 6103

3+50

INSTALL NEW 8" V

REMOVE EX. 3" V REMOVE AND SALVAGE

EX. HYDRANT AND 6" V

REMOVE EX. 3" W AND

REPLACE WITH 8" W

1"=30'

PLAN - ARMOR DRIVE (REPLACE EX. 3"/8" W WITH NEW 4"/8" W)

C H

E S

- S

S H

1"=30' H

PROFILE - ARMOR DRIVE, 4"/8" W

1"=10' V

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0

AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.

3. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

ARMOR DR - 1

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH (FT)

BARREL

HEIGHT (FT)

ELBOW

ELEVATION (FT) REMARKS

ARMOR DRIVE 2+80 FN01 10.2 5.0 201.6 NEW

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE

INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION

REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.

2" W.S. ABDN GAS

2" PLA. GAS

.75" PLA. (G

.75" P

2" W

.S. ABD

N G

.75" PLA. (GHC)

EX. 8" C.I. (1969-3887A)

EX. 6" C.I. (1969-4000A & 1969-3887A)

EX. 8" C.I. (1969-4000A)

3/4" C U

(W H

EX. 8" C

.I. (1969-3887A)

3/4" CU

(WHC)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

EX. 8" S (69-3887A)

EX. 8" S (71-5025B)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

EX. 6" S (69-4000A)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

EX. 8" S (71-5025B)

EX. 8" S (69-3887A)

EX. 6" S (69-3887A)

MB MB

TEL

CHERRY

16" MAPLE

2" CHERRY 15" MAPLE

3" CHERRY

3" CHERRY28" MAPLE

28" MAPLE

36" MAPLE

2" CHERRY

3" CHERRY

10" APPLE

18" SYCAMORE

6" APPLE 3" ELM

3" ELM 3" ELM

2" ELM

2" M

APLE

2" ELM

3" ELM

10" APPLE

3" ELM

15" RCP

27" R C

24" RCP

186N

185U

V053

F029

197U184U

V054

3" ELM

TP TP

E 1, 0, 2 N 395,250

E 1, 0, N 395,075

N 395,250

E 1, 1, 0+

6+00

7+00

8+00

9+00 10+00 11+00 12+00

FN02

FN03

6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50

. F

. E

. C

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 8

" S

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

SMH

185U

SMH

184U

SMH

197U

. T

. E

. 2

7" S

. 2

" G

EX. 6" SAN. (69-4000A)

EX. 8" SAN. (69-3887A)

EX. 8" SAN. (71-5025B)

EX. 8" SAN. (69-3887A)

RESTRAIN ALL JOINTS AND FITTINGS

PAROS DRIVE

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

1' MIN. CL OD TO OD

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

R M

O R

D R

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

ARMOR DRIVE

PAR

S D R

IVE

C H

E S

- S

S H

C H

E S

MATCH LINE STA 1+00 - SEE SHEET 7

10000

620061186116

C-1

0+32

INSTALL 8" V

REPLACE EX. 6" W

WITH NEW 8" W

REPLACE EX. 8" W

WITH NEW 8" W

REMOVE EX. 8" W

AND REPLACE WITH 8" W

11+39

INSTALL 8" V

11+73=0+00

INSTALL NEW

8"X8" TEE

7+25

1.9° HORIZONTAL DEF.

10+29

2° HORIZONTAL DEF. REMOVE EX. 8" V

REMOVE EX. 8" V

7+56

INSTALL NEW 8"X6" F.H.T.

6" V, AND 6" F.H. LEAD

0+10

INSTALL NEW 5.0' F.H.

ELBOW ELEV. = 199.1

PER STD. DET. W/8.0

0+09

INSTALL NEW 6.0' F.H.

ELBOW ELEV. = 200.4

PER STD. DET. W/8.0

11+94

INSTALL NEW 8"X6" F.H.T.

6" V, AND 6" F.H. LEAD

REMOVE AND SALVAGE

EX. HYDRANT AND 6" V

1"=30'

PLAN - ARMOR DRIVE AND PAROS DRIVE (REPLACE EX. 8" W WITH NEW 8" W)

1"=30' H

PROFILE - ARMOR DRIVE, 8" W

1"=10' V

C H

E S

- S

S H

C H

E S

CURVE DATA

CURVE # PC PT RADIUS LENGTH

1 8+02 10+19 941 216

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. SEE SHEET 07 FOR PROFILE OF PAROS DRIVE WATER

MAIN SHOWN IN PLAN ON THIS SHEET.

3. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0

AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.

4. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

9+18

INSTALL NEW

8"-1/8 L.V.B.

9+22

INSTALL NEW

8"-1/8 U.V.B.

9+27

INSTALL NEW

8"-1/8 U.V.B.

9+32

INSTALL NEW

8"-1/8 L.V.B.

ARMOR DR - 2

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH (FT)

BARREL

HEIGHT (FT)

ELBOW

ELEVATION (FT) REMARKS

ARMOR DRIVE 7+56 FN02 10.2 5.0 199.1 NEW

ARMOR DRIVE 11+94 FN03 9.4 6.0 200.4 NEW

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE

INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION

REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.

REPLACE EX. 8" W

WITH NEW 8" W

E 1, 1, 7 N 395,564

E 1, 1, N 395,364

E 1, 1, N 395,564

MB MB

M B

TEL

10" MAPLE

26" MAPLE

3" ELM

20" MAPLE

3" ELM20" MAPLE

12" MAPLE

3" ELM

10" M

APLE

3" E

3" ELM

3" E

CHERRIES

MAPLE

" L

OCUST

2" CHERRY

APLE

3" E

24" RCP

15" RCP

24" R C

" R

MBMB

24" R C

15" RCP

" R

24" R C

V055

199U

201N

207N

13+00 14+00 15+00 16+00

17+00

18+00

FN04

.75" PLA. (GHC)

2" W

.S. ABDN GAS

.75" PLA. (GHC)

969-3887A)

EX. 8" C

.I. (

1969-3887A)

3/4" CU(WHC)

3/4" CU (WHC)

. 6

" S (6

2" PLA. GAS

2" W.S. ABDN GAS

.75" PLA. (GHC)

.75" PLA. (G

HC)

.75" PLA. (G

HC)

.75" PLA. (G

HC)

.75" PLA. (G

HC)

3/4" CU (W

HC)

3/4" CU (W

HC)

3/4" CU (W

HC)

3/4" CU (W

2" W.S. ABDN GAS

2" PLA. GAS

PLA. (GHC)

.75" PLA. (G

C ) 3/4" C

U (W

H C

3/4" CU (W

HC)

EX. 8" C.I. (1969-3887A)

3/4" CU (WHC)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

EX. 8" S (69-3887A)

3/4" C U

(W H

3/4" C U

(W H

EX. 6" S (69-3887A)

EX. 6" S

9-3887A)

EX. 3" C

.I. (1969-3887A)

EX. 6" S. (69-3887A)

EX. 6" S (69-3887A)

2" W

.S. ABD

G A

1' MIN. CL OD TO OD

12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00

. F

. E

. T

. C

. E

. 0

.7 5"

G H

. 0

.7 5"

G H

. 2

" G

. 0

.7 5"

G H

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

CSMH

199U

SMH

201N

SMH

207N SMH

206M

. 0

.7 5"

G H

. T

. 0

.7 5"

G H

. 0

.7 5"

G H

. 0

.7 5"

G H

. 2

4" S

EX. 6" SAN. (69-3887A)

EX. 8" SAN. (69-3887A)

EX. 6" SAN. (69-3887A)

RESTRAIN ALL JOINTS AND FITTINGS

ARMOR COURT

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

R M

O R

D R

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

ARMOR D

RIVE

ARMOR DRIVE

O R

C O

U R

MATCH LINE STA 1+00 - SEE SHEET 7

C H

E S

MATCH LINE STA 19+00 - SEE SHEET 10

62056203

62066204 6202 6300

10000

0+26

INSTALL 4" V

14+67

INSTALL 8" V

14+65

2° HORIZONTAL DEF.

15+06=0+00

INSTALL NEW

8"X4" TEE

REPLACE EX. 3" W

WITH NEW 4" W

C-2

PCC

REPLACE EX. 8" W

WITH NEW 8" W

REMOVE EX. 3" V

0+31

INSTALL NEW 6.0' F.H.

ELBOW ELEV. = 206.6

PER STD. DET. W/8.0

15+28

INSTALL NEW 8"X6" F.H.T.

6" V, AND 6" F.H. LEAD

15+94

INSTALL NEW

8"-1/32 H.B.

1"=30' PLAN - ARMOR DRIVE (REPLACE EX. 8" W WITH NEW 8" W/ABANDON EX. 8" W AND INSTALL NEW 8" W) AND ARMOR COURT (ABANDON EX. 3" W AND INSTALL NEW 4" W)

1"=30' H

PROFILE - ARMOR DRIVE, 8" W

1"=10' V

C-3

CURVE DATA

CURVE # PC PT RADIUS LENGTH

2 15+99 17+68 595 170

3 17+68 19+56 290 187

C H

E S

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. SEE SHEET 24 FOR FIRE HYDRANT PROFILES.

3. SEE SHEET 07 FOR PROFILE OF ARMOR COURT WATER

MAIN SHOWN IN PLAN ON THIS SHEET.

4. SEE SHEET 10 FOR PLAN OF ARMOR DRIVE WATER MAIN

SHOWN IN PROFILE ON THIS SHEET.

5. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0

AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.

6. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

13+43

INSTALL NEW

8"-1/8 L.V.B.

13+38

INSTALL NEW

8"-1/8 U.V.B.

13+33

INSTALL NEW

8"-1/8 U.V.B.

13+29

INSTALL NEW

8"-1/8 L.V.B.

ARMOR DR - 3

ATC

LIN

E STA 19+00 - SEE SH

EET 10

INSTALL NEW 8" W

ABANDON EX. 8" W

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH (FT)

BARREL

HEIGHT (FT)

ELBOW

ELEVATION (FT) REMARKS

ARMOR

DRIVE 15+28 FN04 31.3 6.0 206.6 NEW

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE

INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION

REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.

2" PLA. GAS

.7 5"

H C

(P O

G H

C ) .7 5"

H C

(P O

D N

G H

.7 5"

H C

3/ 4"

C U

(W H

3/ 4"

C U

(W H

EX. 8" C.I. (1971-5025B)

. 8

" C .I.

1" CU (WHC)

1" CU (WHC) EX

. 8

" S

-2

EX. 8" C.I. (1969-3887A)

. 8

" S

-2

EX. 6" S (69-3887A)

2" W.S. ABDN GAS

EX. 8" C.I. (1971-5025B)

M B

MB TEL

TEL

" M

2" MAPLE 10"APPLE

16" MAPLE

18" MAPLE

2" APPLE

" M

202M

198N

2" MAPLE

TP TP

00 2+00 3+00 3+29

FN05

E 1,341,108

5, N

5, E 1,341,308

E 1,341,308

4, 2" W.S. ABDN GAS

2" PLA. GAS

2" P

LA.

EX. 3" C.I. (1969-3887A)

3/4 " C

U (W

HC)

.7 5"

H C

3/ 4"

C U

3/ 4"

C U

3/ 4"

C U

(W H

.75" P

LA. (G

HC)

.75 " P

. (G

HC)

.7 5"

H C

EX. 6" S. (69-3887A)

GAS

TEL

CHERRY

6" A

2" MYRTLE

2" M

24" RCP

200N

24" RCP

+00 2+00 2+15

E 1,341,470 N

5, E 1,341,612

5, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+29

. F

. E

. T

. C

. 2

" G

. 8

" S

. 4

" S H

C EX

. 4

" S H

SMH

197U

SMH

198N

. 0

.7 5"

G H

. 0

.7 5"

G H

. 0

.7 5"

G H

C EX

. G

H C

SEE SHEET 05 FOR PLAN VIEW

EX. 6" SAN. (69-3887A)

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

RESTRAIN ALL JOINTS AND FITTINGS

EX. 8" D.I. (1971-5025B)

0+00 0+50 1+00 1+50 2+00 2+15

. F

. E

. C

. 6

" S

. 4

" S H

C EX

. 4

" S H

SMH

199U

SMH

200N

. 2

" G

. 1

5" S

. 2

" G

SEE SHEET 06 FOR PLAN VIEW

EX. 6" SAN. (69-3887A)

NEW 4" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

RESTRAIN ALL JOINTS AND FITTINGS

. U

O W

1' MIN. CL OD TO OD

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

S D

R A

N D

A R

M O

R C

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

NAD 83/11

NGVD 29

NAD 83/11

NGVD 29

PAROS DRIVE

E D

ARMOR COURT

C H

E S

- S

S H

C H

E S

- S

S H

3+29

CONNECT TO EX. 8" CI W

3+19

INSTALL 8" V

REPLACE EX. 8" W

WITH NEW 8" W

REPLACE EX. 3" W

WITH NEW 4" W

10003

10000 10002

10000

10002

10004

1000510003

3+10

INSTALL NEW 8"X6" F.H.T.,

6" V, AND 6" F.H. LEAD

0+11

INSTALL NEW 5.0' F.H.

ELBOW ELEV. = 224.2

PER STD. DET. W/8.0

1"=30'

PLAN - PAROS DRIVE (REPLACE EX. 8" W WITH NEW 8" W)

1"=30'

PLAN - ARMOR COURT (REPLACE EX. 3" W WITH NEW 4"W)

1"=30' H

PROFILE - PAROS DRIVE, 8" W

1"=10' V

1"=30' H

PROFILE - ARMOR COURT, 4" W

1"=10' V

CURVE DATA

CURVE # PC PT RADIUS LENGTH

5 2+91 3+29 319 38

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. SEE SHEET 05 FOR PLAN OF PAROS DRIVE WATER MAIN

SHOWN IN PROFILE ON THIS SHEET.

3. SEE SHEET 06 FOR PLAN OF ARMOR COURT WATER MAIN

SHOWN IN PROFILE ON THIS SHEET.

4. PROTECT TREES PER WSSC STANDARD DETAILS SC/18.0

AND SC/19.0 AS APPROPRIATE. REFER TO TREE LEGEND.

5. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

PAROS DR AND ARMOR CT

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH (FT)

BARREL

HEIGHT (FT)

ELBOW

ELEVATION (FT) REMARKS

PAROS

DRIVE 3+10 FN05 10.9 4.5 223.3 NEW

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

C-5

3+23

CONSTRUCT THRUST

BLOCK ON NEW 8" W

PER ST. DET. B/3.1

FIRE HYDRANT ELEVATIONS AND LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE

INFORMATION DURING CONSTRUCTION AND ADJUST AS REQUIRED TO MEET THE INSTALLATION

REQUIREMENTS AND REQUIREMENTS OF THE APPLICABLE WSSC STANDARD DETAILS.

2+13

INSTALL NEW B.O.

CONNECTION PER

STD. DET. W/3.08

2+15

INSTALL 4" CAP

MB MB

TEL

22" MAPLE

210U

211N

212M

F086

V037

TP TP

E 1, 1, N 395,683

E 1, 1, N 395,533

E 1, 2, N 395,683

3/4" C U

(W H

EX. 3" C.I. (1977-2960A)

EX. 4" D.I. (2008-6885A)

. 1

6" D

.I.

3/4" C U

(W H

3/4" C U

(W H

3/4" CU (WHC)

3/4" C U (W

HC)

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

" W .S

. G

" W

.S . G

EX. 6" S. (77-2960A)

. 8

" S

-2

. 8

" S

-2

. 8 " S

-2

2+28 0+00

1+00 2+00

0+00 0+50 1+00 1+50 2+00 2+28

. T

. 4

" S H

. 4

" S H

. 4

" S H

SMH

211N

. E

. T

. F

EX. 6" SAN. (77-2960A)

NEW 4" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

RESTRAIN ALL JOINTS AND FITTINGS

EX. 4" D.I. (2008-6885A)

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

E C

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

FLORENCE COURT BR

R O

0+02

INSTALL NEW B.O.

CONNECTION PER

STD. DET. W/3.07

0+00

INSTALL 4" CAP

2+22

3° HORIZONTAL DEF.

2+29

CONNECT TO

EX. 4"-1/32 H.B.

WITH NEW 4" W

REPLACE EX. 3" W

WITH NEW 4" W

63066304

REMOVE EX.

4"X3" REDUCER

1"=30'

PLAN - FLORENCE COURT (REPLACE EX. 3" W WITH NEW 4" W)

1, 5'

REMOVE EX.

THRUST BLOCK

AS NEEDED

1"=30' H

PROFILE - FLORENCE COURT, 4" W

1"=10' V

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).*

FLORENCE CT

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

REPLACE ALL AFFECTED

PAVEMENT MARKINGS TO

SAME STANDARD AFTER

CONSTRUCTION. REFER TO

SHEET 31 FOR EXISTING

PAVEMENT MARKINGS.

IP IP

MB MBMB MB

9"APPLE

2" APPLE

4" A

2" APPLE

2" OAK2" OAK2" OAK2" OAK2" OAK

TVTV

TEL

18" R C

" R

C P

V038

209M 208M

2" APPLE2" APPLE2" APPLE

TPTP

4" W.S. GAS

(G H

EX. 10" C.I. (1969-3887A)

3/4" C U

(W H

EX. 8" S. (69-3887A)

12" W .S. G

EX. 16" D

.I. (2008-6885A)

EX. 16" D

.I. (2008-6885A)

EX. 10" D.I.

(2008-6885A)

EX. 8" S. (69-3887A)

EX. 8" S. (66-2090G

3/4" C U

(W H

3/4" C U

(W H

3/4" C U

(W H

E 1,341,852

N 396,016

E 1,341,852

N 395,841

E 1,342,252

N 395,841

0+00 1+00 2+00 3+00

FN06

1' MIN. CL OD TO OD

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

. T

SMH

208M

. 1

8" S

EX. 8" SAN. (69-3887A)

NEW 10" DIP, CL 54 W

4' MIN. COVER

EX. GRADE

RESTRAIN ALL JOINTS AND FITTINGS

EX. 10" D.I. (2008-6885A)

03/08/24 - PLOT DATE

4_ bu ck le r_ ro ad

_w at er _m

D \0

- C iv il\

N L

dw g

200'S OF212SE06, 213SE06 32

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

PRINCE GEORGE'S COUNTY ELECTION DISTRICT NO. 9

BUCKLER ROAD WATER MAIN REPLACEMENT

CLINTON, PRINCE GEORGE'S COUNTY, MARYLAND

- B

O N

C H

O N

O R

O T

O N

C H

O N

T H

T, A

C C

O R

HHG: 390' & 385'

LHG: 344' & 338'

PRESSURE ZONE=385B

PISCATAWAY CREEK MINI DRAINAGE BASIN NO. 022

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

: BUCKLER RD, HELLEN LEE DR, ARMOR DR, PIN OAK ST, & VARIOUS STREETS

DATE REVISIONS

DATE

DATE PROJECT MANAGER

REVIEWER

CONTRACT# BR7026A21

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THESE DOCUMENTS

WERE PREPARED OR APPROVED BY ME,

AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF MARYLAND.

NAME: STEVEN PICKEL, P.E.

LICENSE NO.: 50329

EXP. DATE: 12/18/2024

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

HELLEN LEE DRIVE

E R

ATC

LIN

E STA 3+50 - SEE SH

EET 10

0+00

REMOVE EX. 1/8 H.B. AND

CONNECT TO EX. 10" CI W

0+34

3° HORIZONTAL DEF.

6319 6317 6315 6313

REPLACE EX. 10" W

WITH NEW 10" W

0+95

INSTALL NEW 10"X6" F.H.T.,

6" V, AND 6" F.H. LEAD

0+10

INSTALL NEW 7.0' F.H.

ELBOW ELEV. = 227.8

PER STD. DET. W/8.0

1"=30'

PLAN - HELLEN LEE DRIVE (REPLACE EX. 10" W WITH NEW 10" W)

1, 0'

REMOVE EX.

THRUST…

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 May 13, 2026.