Plans.pdf

PDF 16 MB Posted Feb 17, 2026

Attached to: Beaufort Place Water Main Replacement
Solicitation number: 98581
Issued by: Montgomery County, Barclay Town, Maryland

About this file

Written by GovTribe AI · Apr 6, 2026

This Plans.pdf document contains detailed engineering drawings and specifications for the Beaufort Place Water Main Replacement project prepared by Johnson, Mirmiran & Thompson for the Washington Suburban Sanitary Commission (WSSC) in Montgomery County, Maryland. The project entails the installation of approximately 13,305.6 linear feet of new ductile iron pipe (DIP) water mains across multiple streets including Aylesbury Street, Durant Street, Beaufort Place, Hopefield Road, Cradock Street, Kings House Road, Edgeware Street, Montford Road, Montford Court, Ladybank Place, Thompson Road, and Rainbow Drive in the Silver Spring area. The scope includes 802 feet of 4-inch pipe, 6,461 feet of 8-inch pipe, 2,476 feet of 10-inch pipe, 42 feet of 12-inch pipe, and 3,358 feet of 20-inch pipe, along with replacement of approximately 6,541 linear feet of water house connections. The work encompasses installation of 26 fire hydrants, multiple water valves, valve vaults, thrust blocks, and connections to existing mains, with pipe installation depths ranging from 4 to 8 feet below ground surface in the Pressure Zone 660A. The project includes detailed plan and profile sheets for each street segment, water stakeout data with coordinate information, fire hydrant installation profiles, and a two-phase construction sequence designed to minimize service disruptions through coordinated valve closures and 8-hour shutdown periods.

The engineering documents specify that all water mains shall be Class 54 ductile iron pipe with V-Bio enhanced polyethylene encasement per AWWA C105, Method A, with all fittings fusion-bonded epoxy coated and connections made using insulating joints. Minimum pipe cover requirements are 42 inches for same-trench replacements and 48 inches for offset or relocated mains. The contract requires licensed geotechnical engineering for compaction testing at a minimum rate of one test per 100 linear feet of fill along main trenches and at all lateral trenches and structures, with permanent disinfection per AWWA Standard C651. The plans include comprehensive water house connection tables documenting 183 connections to be replaced, with 130 interior and 53 exterior replacements. Tree protection requirements mandate installation of protective fencing for trees within 15 feet of work areas, with nine existing trees scheduled for removal and replacement in accordance with Maryland Roadside Tree Care Law. Sediment and erosion control measures, traffic control procedures, and a suggested sequence of construction across two phases are detailed, with Phase 1 addressing Kings House Road, Edgeware Street, Ladybank Place, and Thompson Road connections, and Phase 2 covering the remaining streets in Aylesbury Street, Durant Street, Beaufort Place, Hopefield Road, Cradock Street, and Montford Road corridors.

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File	Type	Posted
Beaufort_Place_Water_Main_Replacement_(Addendum_#2_Revision).pdf	PDF	Mar 6, 2026
WSSC_Special_Trench_Restoration_Detail.pdf	PDF	Mar 6, 2026
Beaufort_Place_Water_Main_Replacement.pdf	PDF	Feb 27, 2026
Solicitation_Information.pdf	PDF	Feb 27, 2026
Solicitation_Information.pdf	PDF	Feb 27, 2026
Special_Provisions.pdf	PDF	Feb 19, 2026
Special_Provisions.pdf	PDF	Feb 19, 2026
Standard_Specifications.pdf	PDF	Feb 17, 2026
Attachments.pdf	PDF	Feb 17, 2026
Geotechnical_Report.pdf	PDF	Feb 17, 2026
Plans.pdf	PDF	Feb 17, 2026
Standard_Specifications.pdf	PDF	Feb 17, 2026
Geotechnical_Report.pdf	PDF	Feb 17, 2026
As-Built.pdf	PDF	Feb 17, 2026
As-Built.pdf	PDF	Feb 17, 2026
Attachments.pdf	PDF	Feb 17, 2026
Mid-Atlantic_Purchasing_Team_Intergovernmental_&_Cooperative_Purchasing_Clause.pdf	PDF	Feb 17, 2026
Mid-Atlantic_Purchasing_Team_Intergovernmental_&_Cooperative_Purchasing_Clause.pdf	PDF	Feb 17, 2026

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ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

220NE02, 221NE02, 221NE03

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

BEAUFORT PLACE & VARIOUS STREETS

MONTGOMERY COUNTY

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

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HHG: 680

LHG: 601

PRESSURE ZONE= 660A

02/01/24 - PLOT DATE

PAINT BRANCH MINI DRAINAGE NOS. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

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.______________________

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY, MD

CONTRACT NO. BTBR7260A21

LOCATION MAP

1'=500"

MONTGOMERY CO.

ADEQUATE SURVEY

200'S OF

DATE STARTED

DATE FINALED

Drawing No.

FINALED BY

DATE COMPLETED

TYPE MANHOLES

TYPE PIPE W.

S.C.1.

04. thru 33.

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

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":2000' Montgomery Co. 5167

D3,D4, E3,E4, F3,F4

CONTRACT# BTBR7260A21

DRAWING INDEX

REQUIRED

NOT REQUIRED

DRAWN

CHECK

WATER INFRASTRUCTURE SECTION

SSP

DATE SECTION MANAGER

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

PIPELINE DESIGN DIVISION

DATE DIVISION MANAGER

REQUIRED

NOT REQUIRED

REQUIRED

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WASHINGTON SUBURBAN SANITARY COMMISSION

14501 SWEITZER LANE, LAUREL MARYLAND

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M.D.E. 20-CP REQUIRED

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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. CONNECTIONS TO EXISTING MAINS SHALL BE MADE USING INSULATING JOINT. FIELD COAT 5' OF PIPE ON BOTH SIDES OF

CONNECTION.

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 BE RESPOSIBLE FOR PROCURING, DELIVERING, AND ENSURING THE QUALITY OF MATERIALS IN

COMPLIANCE WITH WSSC STANDARDS.

8. 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. 1'-6" MINIMUM CLEARANCE SHALL BE PROVIDED FOR ALL SANITARY SEWER CROSSINGS.

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

10. 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 GAITHERSBURG WAREHOUSE, AT NO COST TO WSSC. FOR PIPE RELOCATION, FIRE HYDRANTS AND VALVE BOXES MUST BE REMOVED FOR SALVAGE AND RETURNED TO WSSC

GAITHERSBURG WAREHOUSE, AT NO COST TO WSSC.

11. 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.

12. 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.

13. 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/5.8, W/5.13, W/5.15 AND W/5.15A.

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

CONNECTION INFORMATION TABLES.

15. LOCATE REPLACEMENT OUTSIDE METER SETTINGS NEAR THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS.

SEE THE EXISTING WATER HOUSE CONNECTION INFORMATION TABLES AND STANDARD DETAILS W/5.6, W/5.7, AND W/5.8.

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

SHOWN ON THESE DRAWINGS.

17. 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

18. 1"=30' SCALE DRAWINGS ARE BASED ON TOPOGRAPHIC SURVEY DATA COLLECTED BY JOHNSON, MIRMIRAN & THOMPSON IN APRIL 2022. HORIZONTAL DATUM = NAD 83/11 AND VERTICAL DATUM = NGVD 29. REFER TO JMT SURVEY TRAVERSE CONTROL

POINTS TABLE ON SHEET 2.

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

20. 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.

21. 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.

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

NEW VALVES TO THE NEAREST CROSS OR TEE.

23. 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.

24. FOR EXISTING CURB STOPS AND WATER METERS THAT ARE LOCATED WITHIN THE PAVEMENT/ROADWAY, THE CONTRACTOR MUST MOVE THE NEW CURB STOPS AND WATER METERS BEHIND THE EDGE OF PAVEMENT/ROADWAY.

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

26. 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

SCALE: 1"= 2,000'

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

SCALE: 1"= 500'

250' 250'0' 500'

TITLE SHEET

GENERAL NOTES

KEY MAP

AYLESBURY ST - PLAN AND PROFILE

DURANT ST - PLAN AND PROFILE

BEAUFORT PL - PLAN AND PROFILE

DURANT CT AND BEAUFORT PL - PLAN AND PROFILE

HOPEFIELD RD - PLAN AND PROFILE

MONTFORD CT AND HOPEFIELD RD - PLAN AND PROFILE

MONTFORD RD - PLAN AND PROFILE

CRADOCK ST - PLAN AND PROFILE

KINGS HOUSE RD - PLAN AND PROFILE

EDGEWARE ST - PLAN AND PROFILE

KINGS HOUSE RD - PLAN AND PROFILE

FIRE HYDRANT PROFILES

THRUST BLOCK DETAIL

WATER HOUSE CONNECTION TABLES

WATER STAKEOUT DATA

SUGGESTED SEQUENCE OF CONSTRUCTION

TRAFFIC CONTROL NOTES & DETAILS

SEDIMENT CONTROL DETAILS

BTBR7260A21

TITLE SHEET

LIMIT OF DISTURBANCE:

51626 SQ. FT / 1.19 ACRES

RESTORATION SCHEDULE

(ALL SHEETS)

LOCATION GRADING TYPE RESTORATION

TYPE

ALL AREAS I "A" OR PAVING

SC-1

S . PN IE CV KE ET LS

N 9o 2. 350

DocuSign Envelope ID: 82E4DACA-5A3D-48F7-ABBC-147528C04EDC

Mar 6, 2024 | 6:33 AM EST

Mar 8, 2024 | 7:39 AM EST

Mar 8, 2024 | 7:58 AM ESTBTBR7260A21

Mar 8, 2024 | 9:13 AM EST

Mar 10, 2024 | 10:31 PM EDT

12/20/2024 REVISED SHEETS NOS 15,18,19, and 31

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573

REVISED SHEETS NOS 1, 2, 3, 19-22,

28-31

11/21/2025

DJC

50941 SQ. FT / 1.17 ACRES

Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

MULTICORELINK:33 TRAFFIC CONTROL NOTES & DETAILS-TRAFFIC CONTROL NOTES & DETAILS

MULTICORELINK:04 AYLESBURY ST - 1-AYLESBURY ST - PLAN AND PROFILE

MULTICORELINK:05 AYLESBURY ST - 2-AYLESBURY ST - PLAN AND PROFILE

MULTICORELINK:14 MONTFORD CT AND HOPEFIELD RD - 3-MONTFORD CT AND HOPEFIELD RD - PLAN AND PROFILE

MULTICORELINK:16 CRADOCK ST - 1-CRADOCK ST - PLAN AND PROFILE

MULTICORELINK:20 EDGEWARE ST - 2-EDGEWARE ST - PLAN AND PROFILE

MULTICORELINK:21 KINGS HOUSE RD - 2-KINGS HOUSE RD - PLAN AND PROFILE

MULTICORELINK:23 FIRE HYDRANT PROFILES-FIRE HYDRANT PROFILES

MULTICORELINK:27 WATER HOUSE CONNECTION TABLES-WATER HOUSE CONNECTION TABLES

MULTICORELINK:28 WATER HOUSE CONNECTION TABLES-WATER HOUSE CONNECTION TABLES

MULTICORELINK:29 WATER STAKEOUT DATA-WATER STAKEOUT DATA

MULTICORELINK:30 STAKEOUT DATA-WATER STAKEOUT DATA

MULTICORELINK:32 TRAFFIC CONTROL NOTES & DETAILS-TRAFFIC CONTROL NOTES & DETAILS

MULTICORELINK:33 TRAFFIC CONTROL NOTES & DETAILS-TRAFFIC CONTROL NOTES & DETAILS

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.

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.

10. FOR AREAS WITHIN THE LIMIT OF DISTURBANCE WHICH DO NOT DRAIN TO AN APPROVED EROSION AND SEDIMENT CONTROL MEASURE AND/OR WHERE THE INSTALLATION OF CONTROLS IS NOT FEASIBLE (ROADWAY, SIDEWALK, ETC.)/ CONTRACTOR SHALL ONLY DISTURB AREA WHICH CAN BE COMPLETED AND STABILIZED BY THE END OF EACH WORKING DAY. STABILIZATION

SHALL BE AS FOLLOWS:

A. FOR AREAS TO BE PAVED: STONE BASE SHALL BE APPLIED.

B. FOR AREAS TO BE VEGETATIVELY STABILIZED:

· PERMANENT SEED AND SOIL STABILIZATION MATTING FOR SOD FOR ALL STEEP SLOPES, CHANNELS, OR SWALES

· PERMANENT SEED AND MULCH FOR ALL OTHER AREAS. ANY AREAS WHICH CAN NOT BE STABILIZED BY THE END OF

EACH WORKING DAY MUST HAVE SILT FENCE INSTALLED ON THE SOWN SLOPE SIDE

SEDIMENT CONTROL NOTESGENERAL NOTES (CONTINUED)

27. 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.

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

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

CLSM SHALL NOT BE USED WHEN EXISTING MAINS SMALLER THAN 8" IN DIAMETER ARE ABANDONED IN PLACE.

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

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

32. 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.

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

34. THE CONTRACTOR SHALL NOTIFY MONTGOMERY COUNTY DPS PRIOR TO THE START OF WORK.

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

CONSTRUCTION.

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

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

THAN 4' OF COVER.

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

THE AS-BUILT DRAWINGS.

39. CONTRACTOR SHALL PROVIDE STAKEOUT FOR THE PROPOSED RELOCATIONS.

40. 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.

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

42. 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.

43. 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.

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

FOR PLANTING ZOYSIA GRASS.

45. 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).

46. 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.

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

WORK UNDER THIS CONTRACT:

A. COLLINS NJOKU, CONSTRUCTION MANAGER, PIPELINE CONSTRUCTION DIVISION OF WSSC, GAITHERSBURG DEPOT AT

301-206-7362 OR 240-882-2742 (MOBILE).

B. MONTGOMERY COUNTY DPS INSPECTOR FOR PRE-CONSTRUCTION MEETING.

48. 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.

49. IN ACCORDANCE WITH THE TEN STATE STANDARDS, SEC. 8.7.7., NEWLY INSTALLED WATER MAINS MUST BE DISINFECTED IN

ACCORDANCE WITH AWWA STANDARD C651.

50. CONTRACTOR TO DEWATER AND DECHLORINATE 20 INCH MAIN USING FIRE HYDRANT F025 AND DISCHARGE INTO SEWER MANHOLE M013U ALLOWING THE WATER LEVEL IN THE PIPELINE TO BE DRAINED BY GRAVITY TO THE INVERT ELEVATION BELOW PROPOSED 20” WATER MAIN. DEWATERING VOLUME SHALL BE ON CONTRACTOR'S PURVIEW AS NEEDED TO AVOID TRENCH FLOODING. CONTRACTOR TO PREVENT ANY WATER FROM DISCHARGING INTO EXISTING STORM DRAINS.

51. CONTRACTOR TO BE RESPONSIBLE FOR DEWATERING ALL WATER MAINS AND CONTROLLING DISCHARGE RATE TO PREVENT

SEWER BACK.

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200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

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O R

O T

O N

C H

O N

T H

T, A

C C

O R

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

10/24/24 - PLOT DATE

T C

U R

T as o f:

GENERAL NOTES

POINT NORTHING EASTING ELEV DESCRIPTION

JMT1 525700.3315 1319577.1418 452.47 TRAV,R&C

JMT2 525491.4165 1319513.8998 449.47 TRAV,R&C

JMT3 525253.0816 1319517.2671 448.09 TRAV,R&C

JMT4 524961.3223 1319437.4556 444.63 TRAV,R&C

JMT5 524766.3416 1319402.5025 442.88 TRAV,R&C

JMT6 524492.9355 1319389.2003 439.32 TRAV,R&C

JMT7 524544.5068 1319656.8794 452.16 TRAV,MAG.NAIL

JMT8 524304.4857 1319432.0824 435.43 TRAV,R&C

JMT9 524083.1917 1319481.0427 431.75 TRAV,R&C

JMT10 523862.9984 1319571.0047 437.27 TRAV,R&C

JMT11 523721.6209 1319655.5238 440.57 TRAV,R&C

JMT12 523722.5142 1319781.4124 442.93 TRAV,MAG.NAIL

JMT13 525150.7253 1319807.5177 472.89 TRAV,R&C

JMT14 525080.6338 1320090.0282 483.28 TRAV,R&C

JMT15 525190.7755 1320203.3843 484.46 TRAV,MAG.NAIL

JMT16 524878.7990 1320233.4956 475.21 TRAV,MAG.NAIL

JMT17 524692.7696 1320310.7226 469.35 TRAV,MAG.NAIL

JMT18 524458.9167 1320333.2406 466.19 TRAV,MAG.NAIL

JMT19 524868.5988 1319626.7020 460.00 TRAV,R&C

JMT20 524869.2058 1319793.2928 472.17 TRAV,R&C

JMT21 524708.4966 1319945.3099 471.97 TRAV,R&C

JMT22 524519.9519 1320028.0132 459.42 TRAV,R&C

JMT23 524246.1748 1319778.7360 444.64 TRAV,R&C

JMT24 524319.4143 1319982.8778 453.44 TRAV,R&C

JMT25 524259.8439 1320330.0598 460.36 TRAV,R&C

JMT26 523989.0691 1319949.0268 455.82 TRAV,R&C

JMT27 523900.1505 1320227.0287 458.31 TRAV,R&C

JMT28 523823.2248 1320506.8988 446.09 TRAV,R&C

JMT29 523744.1386 1320800.0085 430.88 TRAV,R&C

JMT30 523690.7634 1321083.5052 416.06 TRAV,R&C

JMT31 523894.5324 1321209.3824 416.79 TRAV,R&C

JMT32 524034.4657 1320990.7699 424.91 TRAV,R&C

JMT33 524168.4336 1320681.1858 438.75 TRAV,R&C

JMT34 524628.0468 1320858.4467 451.52 TRAV,R&C

JMT35 524138.8332 1321238.9575 422.11 TRAV,R&C

JMT36 524386.4950 1321410.1625 432.51 TRAV,R&C

JMT37 524612.5307 1321214.0843 443.10 TRAV,R&C

JMT38 524963.2814 1321263.4151 453.65 TRAV,R&C

JMT39 525286.2160 1321354.9956 476.16 TRAV,R&C

JMT40 524746.3192 1321595.0497 458.07 TRAV,R&C

JMT41 525056.2199 1321676.5177 470.21 TRAV,R&C

JMT42 525367.1616 1321709.2597 480.40 TRAV,R&C

JMT43 525762.4050 1321829.1327 495.19 TRAV,R&C

JMT SURVEY TRAVERSE CONTROL POINTS

EXISTING WATER MAINS TO BE REPLACED

STREET EXISTING WATER

MAIN SIZE

PROPOSED SIZE RELOCATION

LENGTH

REPLACEMENT

LENGTH

SHEET

ALYESBURY STREET 20" 20" 789 15 4

ALYESBURY STREET 8" 8" 831 0 5-7

ALYESBURY STREET 6" 8" 225 0 7

ALYESBURY STREET 3" 8" 293 0 7

ALYESBURY STREET 3" 4" 82 0 7

ALYESBURY COURT 8" 8" 307 0 6

DURANT STREET 8" 8" 1,517 0 4, 8-9, 13

DURANT COURT 4" 4" 245 0 8, 11

BEAUFORT PLACE 20" 20" 1029 0 5, 10-12

HOPEFIELD ROAD 10" 10" 559 35 7, 12

HOPEFIELD ROAD 20" 20" 1223 0 12-14, 18

MONTFORD ROAD 8" 8" 689 0 13, 15

MONTFORD COURT 3" 4" 261 0 14-15

CRADOCK STREET 8" 8" 1603 0 12, 16-18

KINGS HOURSE ROAD 20" 20" 249 23 18

KINGS HOURSE ROAD 10" 10" 1,882 0 18-19, 21-22

EDGEWARE STREET 10" 8" 100 70 19

EDGEWARE STREET 6" 8" 996 0 19-20

EDGEWARE STREET 6" 4" 114 0 20

LADYBANK PLACE 8" 8" 0 175 22

LADYBANK PLACE 8" 4" 0 7 22

THOMPSON ROAD 12" 12" 0 37 22

RAINBOW DRIVE 20" 20" 30 0 4

RAINBOW DRIVE 12" 12" 5 0 4

4" RELOCATION 702

4" REPLACEMENT 7

8" RELOCATION 6,561

8" REPLACEMENT 245

10" RELOCATION 2,441

10" REPLACEMENT 35

12" RELOCATION 5

12" REPLACEMENT 37

20" RELOCATION 3,320

20" REPLACEMENT 38

TOTAL 13,391

S . PN IE CV KE ET LS

N 9o 2. 350

Docusign Envelope ID: 3B5A799C-33FC-4AA2-9D71-A68985293103

Oct 30, 2024 | 11:04 AM EDT Oct 30, 2024 | 11:10 AM EDT

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573

WSSC SHALL BE RESPONSIBLE FOR FINAL 2” MILL AND OVERLAY AND FINAL PAVEMENT STRIPING. THE FINAL MILL AND OVERLAY AND PAVEMENT STRIPPING SHALL BE PERFORMED AFTER COMPLETION OF EACH PHASE. THE CONTRACTOR SHALL NOT STORE CONSTRUCTION MATERIALS

AND OPERATE/STORE EQUIPMENT ON THE NEWLY RESURFACED ROADWAYS.

REVISED WATER MAIN SUMMARY

TABLE AND GENERAL NOTE 43

11/21/2025

13,139

6,461

Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

SHEET 4

SCALE:

KEY MAP

1" = 200'

SCALE: 1"= 200'

100' 100'0' 200'

LEGEND

EX. WATER MAIN

PROP. WATER MAIN

EX. SANITARY SEWER

EX. GAS

EX. ELECTRIC

EX. FIBER OPTIC

EX. WATER MAIN TO BE ABANDONED

EX. CABLE TV

EX. TELEPHONE

PAVEMENT CORE

SOIL BORING

TEST PIT

EX. WATER VALVE

PROP. WATER METER

PROP. FIRE HYDRANT

PROP. THRUST BLOCK

PROP. WATER VALVE

PROP. REDUCER

EX. FIRE HYDRANT

EX. SANITARY MH

MILL AND OVERLAY

PROP. AIR RELEASE VALVE

EX. CURB STOP

EX. WATER METER

EX. REDUCER

PROP. CURB STOP

EX. RIGHT OF WAY

EX. INTERNAL PROPERTY LINE

LOD

EX. WSSC EASEMENT

PROP. BLOWOFF

PROP. TEE

PROP. CROSS

PROP. 1/8 H.B.

PROP. 1/16 H.B.

PROP. 1/32 H.B.

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

02/01/24 - PLOT DATE

T C

U R

T as o f:

R Y

DURANT ST

DURANT

BEAUFORT PL

AYLESBURY CT

HOPEFIELD RD

CRADOCK ST

O N

R D

MONTFORD CT

G S

H O

R D

LADYBANK PL

RAINBOW DR

SHEET 5

SHEET 6

SHEET 7

SHEET 8

SHEET 9

SHEET 10 SHEET 11

SHEET 12

SHEET 13

SHEET 14

SHEET 15

SHEET 16

SHEET 17

SHEET 18

SHEET 19

SHEET 21

SHEET 22

SHEET 20

THOMPSON RD

ABBREVIATIONS

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

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

KEY MAP

EX. SEWER HOUSE CONNECTION

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

Y M

.d w g

LIMIT OF DISTURBANCE

TREE PROTECTION FENCE

EX. STORM

EX. STORM INLET

S . PN IE CV KE ET LS

N 9o 2. 350

DocuSign Envelope ID: 82E4DACA-5A3D-48F7-ABBC-147528C04EDC

Mar 8, 2024 | 7:39 AM EST Mar 8, 2024 | 8:43 AM EST

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573

REVISED LIMIT OF

MILL AND OVERLAY

REVISED LIMIT OF

MILL AND OVERLAY

REVISED KEY MAP11/21/2025

Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

C O

TV TV

EX. 15" RCP

5M 01

4" HOLLY SGGR

24" OAK

18" OAK 12" MAPLE

24" MAPLE

24" MAPLE 16" MAPLE

30" TULIP

POPLAR 12" MAPLE

18" MAPLE

4" MAPLE 12"MAPLE

18" MAPLE

4" HOLLY SGGR

24" OAK

20" OAK

36" OAK

4" OAK

6" OAK

24" OAK

24" SUGAR

MAPLE

6+00

0+00

1+00

2+00 3+00 4+00 5+00

E 1319450

E 1319630

REMOVE EX. TREE

PTC-1

REMOVE EX. HYDRANT

STA. 0+34

INSTALL NEW

20"-1/16 H.B.

STA. 0+15

INSTALL NEW

20"-1/16 H.B.

STA. 0+35

CONNECT TO

EX. 12" W

STA. 0+00

CONNECT TO

EX. 20" W

STA. 0+06

CONSTRUCT THRUST

COLLAR ON NEW 20" W

STA. 0+20

INSTALL NEW 20" VALVE & VAULT

PER STD. DET. 2.4 AND 2.4A

STA. 4+92=0+00

INSTALL NEW

20"X8" TEESTA. 1+06

INSTALL NEW 20"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 8.5' F.H.

ELBOW EL - 442.5

PER STD. DET. W/8.0

STA. 0+18

INSTALL NEW 8" V

STA. 0+53

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 7.5' F.H.

ELBOW EL - 441.0

PER STD. DET. W/8.0

INSTALL NEW 8" W D.I.P.

(SEE SHEET 8 FOR PROFILE)

REMOVE EX. 8" V

STA. 0+30

INSTALL NEW

20"X12" RED.

INSTALL NEW 20" W D.I.P.

ABANDON EX. 20" W

ABANDON EX. 8" W

STA. 0+00=0+25

INSTALL NEW

20"X20" TEE

EXTEND AND

RECONNECT

EXTEND AND

RECONNECT

TP-01

SB-01

FN01

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

SMH

015M

SMH

014U

. 4

2" S

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. 8

" S

EX. 12" SEWER EX. 12" SEWER

. G

H C

. G

H C

. G

H C

. G

H C

. 2

" G

STA. 0+00

=0+25

20"X20" TEE

INV. = 442.0

2.0

STA. 1+06

20"X6" F.H.T.

INV. = 442.0 STA. 4+92=0+00

20"X8" TEE

INV. = 438.7

2.0

1.9

1.8

1.3

0.8

0.2

9.4

8.6

7.7

6.9

TP-01

NOT FOUND

RESTRAIN ALL JOINTS AND FITTINGS

DURANT

NEW 20" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

EX. 12" SEWER

. W

. E

STA. 0+15

20"-1/16 H.B.

INV. = 441.9

STA. 0+34

20"-1/16 H.B.

INV. = 442.0

1' MIN. (TYP.)

0+00 0+35

SMH

016U

. 1

2" S

STA. 0+06

THRUST COLLAR

INV. = 442.0

STA. 0+00

CONNECT TO

EX. 20" W

INV. = 442.0

STA. 0+30

20"X12" RED.

INV. = 442.2

STA. 0+25

= 0+00

20"X20" TEE

INV. = 442.0

STA. 0+20

20" V & VAULT

INV. = 442.0

2.0

RESTRAIN ALL JOINTS

AND FITTINGS

NEW 20" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

STA. 0+35

CONNECT TO

EX. 12" W

INV. = 442.0

. E

1.5'

MIN.

NAD 83/11

NGVD 29

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

SCALE: 1"=30'

PLAN - AYLESBURY ST

C H

E S

- S

S H

AYLESBURY ST

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

R Y

dw g

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

10/11/24 - PLOT DATE

T C

U R

T as o f:

D U

MATCH LINE STA 1+00 - SEE SHEET 8

RAINBO

AYLESBURY STREET & DURANT STREET

SCALE: 1"=30' H

PROFILE - AYLESBURY ST

1"=10' V

SCALE: 1"=30' H

PROFILE - RAINBOW DR

1"=10' V

CURVE DATA INFORMATION

(AYLESBURY STREET)

CURVE # PC STATION PT STATION RADIUS LENGTH

C-1 1+18 2+13 480 95

C H

E S

- S

S H

AYLESBURY ST - PLAN AND PROFILE

ABANDONMENT INFORMATION

(AYLESBURY STREET)

ABANDON APPROXIMATELY 600' OF 20" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 93' OF 8" W (DURANT STREET)

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH

(LF)

BARREL

HEIGHT

(VF)

ELBOW

ELEVATION

(FT)

REMARKS

AYLESBURY

STREET 1+06 FN01 19.7 8.5 442.5 NEW

DURANT

STREET 0+53 F011 11.9 7.5 441.0 REPLACE

S . PN IE CV KE ET LS

N 9o 2. 350

Docusign Envelope ID: 3B5A799C-33FC-4AA2-9D71-A68985293103

Oct 30, 2024 | 11:04 AM EDT Oct 30, 2024 | 11:10 AM EDT

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

ADDED TREE REMOVAL CALLOUT2/5/26

REMOVE EX. TREE

Docusign Envelope ID: A4CB598B-E013-4BC1-92B8-7AA776EC4349

MULTICORELINK:05 AYLESBURY ST - 2-AYLESBURY ST - PLAN AND PROFILE

TV TV

V015

EX. 18" RCP

. 2

4" R

C P

F010

EX. 15" RCP

30" PINE

8" DOGWOOD 8" DOGWOOD

18" PIN

OAK

12" DOGWOOD

12" MAGNOLIA

34" SILVER

MAPLE

12" MAGNOLIA

18" MAPLE24" MAPLE

3" -1

4" O

16" MAPLE

10" MAPLE

12" DOGWOOD

12" MAPLE

12" MAGNOLIA

6" MAPLE

12" MAGNOLIA

18" OAK 24" OAK

16" OAK

20" OAK

T4 JM

27" BRADFORD

PEAR

1+00

6+00 7+00 8+00 9+00 10+00

11+00

12+00

TP-02

TP-08

PC-01

SB-02 FN02

E 1319340

E 1319520

INSTALL NEW 7.5' F.H.

ELBOW EL - 435.5

PER STD. DET. W/8.0

STA. 8+64

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

STA. 8+08

INSTALL NEW

20"X8" RED.

STA. 8+04=0+00

INSTALL NEW

20"X20" TEE

STA. 0+46

INSTALL NEW 20" VALVE & VAULT

PER STD. DET. 2.4 AND 2.4A

INSTALL NEW 8" W D.I.P.

INSTALL NEW 20" W D.I.P.

(SEE SHEET 10 FOR PROFILE)

INSTALL NEW 20" W D.I.P.

REMOVE EX. 20" V. EX. VAULT TO BE

ABANDONED IN PLACE. FILL VAULT WITH

FLOWABLE FILL PER STD. SPEC 03300

RESTORE AREA.

REMOVE EX. TREE

ABANDON EX. 20" W

ABANDON EX. 8" W

STA. 8+20

INSTALL NEW

8" VREMOVE EX. TREE

C-2

RECONNECT

EXTEND AND

RECONNECT

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

SMH

013U

SMH

012M

. 4

" S H

. 4

" S H

. 2

4" S

. 8

" S

. T

H O

N E

. 4

" S H

. 4

" S H

EX. 12" SEWER

EX. 10" SEWER

. 6

" G

. G

H C

STA. 8+04

=0+00

20"X20" TEE

INV. = 435.3

STA. 8+08

20"X8" RED.

INV. = 435.5

6.9

STA. 8+20

8" V W/ EXT.

INV. = 435.7

6.5

6.1

5.7

5.3

5.5

5.1

4.8

4.4

4.1

3.7

3.4

3.1

TP-02

INV. 441.0

RESTRAIN ALL JOINTS AND FITTINGS

BEAUFORT

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

NEW 20" DIP, CL 54 W

STA. 8+64

8"X6" F.H.T.

INV. = 435.4

. 1

5" S

. W

. E

1' MIN. (TYP.)

NAD 83/11

NGVD 29

SCALE: 1"=30'

PLAN - AYLESBURY ST

C H

E S

- S

S H

AYLESBURY ST

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

10/11/24 - PLOT DATE

T C

U R

T as o f:

MATCH LINE STA 1+00 - SEE SHEET 10

AYLESBURY STREET & BEAUFORT PLACE

SCALE: 1"=30' H

PROFILE - AYLESBURY ST

1"=10' V

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

CURVE DATA INFORMATION

(AYLESBURY STREET)

CURVE # PC STATION PT STATION RADIUS LENGTH

C-2 9+65 10+85 290 119

C H

E S

C H

E S

- S

S H

AYLESBURY ST - PLAN AND PROFILE

ABANDONMENT INFORMATION

(AYLESBURY STREET)

ABANDON APPROXIMATELY 199' OF 20" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 399' OF 8" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 94' OF 20" W (BEAUFORT PLACE)

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

R Y

dw g

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH

(LF)

BARREL

HEIGHT

(VF)

ELBOW

ELEVATION

(FT)

REMARKS

AYLESBURY

STREET 8+64 FN02 13.1 7.5 435.5 NEW

S . PN IE CV KE ET LS

N 9o 2. 350

Docusign Envelope ID: 3B5A799C-33FC-4AA2-9D71-A68985293103

Oct 30, 2024 | 11:04 AM EDT Oct 30, 2024 | 11:10 AM EDT

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

MULTICORELINK:04 AYLESBURY ST - 1-AYLESBURY ST - PLAN AND PROFILE

C O

TV TV

TVTV

V015

F010

EX. 15" R

12" CEDAR

" M

12" MAGNOLIA

10" DOGWOOD

1" MAPLE

1" CHERRY

1" MAPLES

36" MAPLE

16" DOGWOOD

16" CHERRY

6" MAPLE

10" MAPLE

E 1319480

E 1319780

12+00

13+00 14+00 15+00

TP-08

PC-01

FN04

EXTEND AND

RECONNECT

STA. 12+59=0+00

INSTALL NEW 8"X8" TEE

STA. 13+13

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 7.5' F.H.

ELBOW EL - 431.1

PER STD. DET. W/8.0

INSTALL NEW 8" W D.I.P.

STA. 0+11

INSTALL NEW 8" V

STA. 2+66

INSTALL NEW

8"-1/8 H.B.

INSTALL NEW 8" W D.I.P.

STA. 2+43

INSTALL NEW

8"-1/8 H.B.

REMOVE EX. 3" V

REMOVE EX. HYDRANT

ABANDON EX. 3" W

ABANDON EX. 8" W

STA. 3+07

INSTALL NEW

8" PLUG

INSTALL NEW 6.5' F.H.

ELBOW EL - 447.9

PER STD. DET. W/8.0

STA. 3+05

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 8" W D.I.P.INSTALL NEW 8" W D.I.P.

0+00 0+50 1+00 1+50 2+00 2+50 3+003+07

EX. 6" SEWER

. 4

" S H

. 4

" S H

. G

H C

STA. 0+00

=12+59

8"X8" TEE

INV. = 432.0

STA. 0+11

8" V

INV. = 432.0

STA. 2+43

8"-1/8 H.B.

INV. = 445.7

STA. 2+66

8"-1/8 H.B.

INV. = 446.6

STA. 3+05

8"X6" F.H.T.

INV. = 447.7

STA. 3+07

8" PLUG

INV. = 447.8

2.0

3.1

5.7

9.6

3.2

6.0

7.6

RESTRAIN ALL JOINTS AND FITTINGS

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

. W

. E

. 8

" W (1

A) EX

. 3

" W (1

1' MIN. (TYP.)

12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

SMH

011U

. T

H O

N E

. 6

" S

. F

. 4

" S H

. 4

" S H

. C

. 4

" S H

EX. 10" SEWER

. 2

" G

. T

H O

N E

STA. 12+59

=0+00

8"X8" TEE

INV. = 432.0

STA. 13+13

8"X6" F.H.T.

INV. = 431.0

3.1

2.2

1.3

0.4

9.5

8.6

7.7

6.8

TP-08

NOT FOUND

RESTRAIN ALL JOINTS AND FITTINGS

AYLESBURY

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

. W

. E

. G

H C

NAD 83/11NGVD 29

SCALE: 1"=30'

PLAN - AYLESBURY ST AND AYLESBURY CT

C H

E S

AYLESBURY ST

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

02/01/24 - PLOT DATE

T C

U R

T as o f:

R Y

C T

C H

E S

AYLESBURY STREET & AYLESBURY COURT

SCALE: 1"=30' H

PROFILE - AYLESBURY CT

1"=10' V

SCALE: 1"=30' H

PROFILE - AYLESBURY ST

1"=10' V

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICAL

C H

E S

C H

E S

AYLESBURY ST - PLAN AND PROFILE

ABANDONMENT INFORMATION

(AYLESBURY STREET)

ABANDON APPROXIMATELY 350' OF 8" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 286' OF 3" W (AYLESBURY COURT)

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

R Y

dw g

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH

(LF)

BARREL

HEIGHT

(VF)

ELBOW

ELEVATION

(FT)

REMARKS

AYLESBURY

COURT 3+05 FN03 17.8 6.5 447.9 NEW

AYLESBURY

STREET 13+13 FN04 21.9 7.5 431.1 NEW

S . PN IE CV KE ET LS

N 9o 2. 350

DocuSign Envelope ID: 82E4DACA-5A3D-48F7-ABBC-147528C04EDC

Mar 8, 2024 | 7:39 AM EST Mar 8, 2024 | 8:43 AM EST

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

V026

V027

. 2

4" R

EX. 15" RCP

. 1 5"

R C

EX. 18" RCP

EX. 21" RCP

. 2

1" R

F024

12" CEDAR

12" SCARLET

OAK

16" PINE SGGR

10" DOGWOOD

8" MAPLE

18" WILLOW

4" CHERRY

12" DOGWOOD

30" MAPLE

8" CHERRY

24" POPLAR

18" GUM

18" CHERRY

36" MAPLE

16" CHERRY

16" MAPLE

6" CHERRY

6" DOGWOOD

18" CHERRY

42" OAK

48" OAK

18" OAK

15+00

16+00

17+00

18+00

19+00

20+00

21+00

E 1319710 N 52

N 52

E 1319710

E 1319890

N 52

STA. 22+14

INSTALL NEW

4"-1/8 H.B.

STA. 20+09

INSTALL NEW

8"-1/16 H.B.

STA. 19+11

INSTALL NEW

8"-1/16 H.B.

INSTALL NEW 6.0' F.H.

ELBOW EL - 435.8

PER STD. DET. W/8.0

STA. 21+43

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 10" W D.I.P.

(SEE PROFILE ON SHEET 12)

INSTALL NEW 8" W D.I.P.

INSTALL NEW 4" W D.I.P.

STA. 16+25

INSTALL NEW 8" V

STA. 16+35=0+35

INSTALL NEW

10"X8" CROSS

STA. 0+16

INSTALL NEW 10" V

STA. 0+10

CONSTRUCT THRUST

COLLAR ON NEW 10" W

PER ST. DET. B/3.1

REMOVE EX. 8" V

STA. 0+00

CONNECT TO

EX. 10" W

STA. 16+97

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 7.0' F.H.

ELBOW EL - 425.8

PER STD. DET. W/8.0

STA. 16+40

INSTALL NEW 8" V

ABANDON EX. 8" W

ABANDON EX. 3" W

ABANDON EX. 6" W

ABANDON EX. 3" W

STA. 22+33

INSTALL NEW

B.O. CONNECTION PER

STD. DET. W/3.08

STA. 22+35

INSTALL NEW

4" PLUG

STA. 0+25

3° DEF.

STA. 0+30

3° DEF.

STA. 0+54

4° DEF.

C-

C-3

REMOVE EX. TREE

STA. 21+87

INSTALL NEW

4"-1/8 H.B.

CONNECTIONS TO

EXISTING MAINS SHALL BE

MADE USING INSULATING

JOINT. FIELD COAT 5' OF

PIPE ON BOTH SIDES OF

CONNECTION.

EXTEND AND

RECONNECT

INSTALL NEW 8" W D.I.P.

STA. 21+53

INSTALL NEW

8"X4" RED.

TP-10

SB-03

SB-04

FN05

FN06

EXTEND AND

RECONNECT

EXTEND AND

RECONNECT

EXTEND AND

RECONNECT

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+35

SMH

010U

SMH

066M

SMH

067M

. 1

5" S

. 8

" S

. 2

1" S

. C

. 1 5"

R M

. T

H O

N E

. 4

" S H

. T

H O

N E

. 4

" S H

. 4

" S H

. 4

" S H

EX. 8" SEWER

EX. 6" SEWER

. 6

" G

6.8

STA. 16+35=0+35

10"X8" CROSS

INV. = 425.4

STA. 16+97

8"X6" F.H.T.

INV. = 425.7

STA. 19+11

8"-1/16 H.B.

INV. = 430.2 STA. 20+09

8"-1/16 H.B.

INV. = 432.5 STA. 21+43

8"X6" F.H.T.

INV. = 435.7

STA. 22+33

B.O.

INV. = 438.0

STA. 22+35

4" PLUG

INV. = 438.0

STA. 21+87

4"-1/8 H.B.

INV. = 436.9

STA. 22+14

4"-1/8 H.B.

INV. = 437.5

STA. 16+25

8" V W/ EXT.

INV. = 425.5

STA. 16+40

8" V W/ EXT.

INV. = 425.4

5.9

5.3

5.7

6.6

7.6

8.8

9.9

1.1

2.3

3.5

4.7

5.8

7.2

TP-10

INV. 427.3

RESTRAIN ALL JOINTS AND FITTINGS

HOPEFIELD

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

EX. 6" SEWER

. W

. E

IC EX

. 3 " W

STA. 21+53

8"X4" RED.

INV. = 436.0

1' MIN. (TYP.)

NAD 83/11

NGVD 29

SCALE: 1"=30'

PLAN - AYLESBURY ST AND HOPEFIELD RD

AYLESBURY ST

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

R Y

dw g

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

10/11/24 - PLOT DATE

T C

U R

T as o f:

MATCH LINE STA 1+00 - SEE SHEET 12

AYLESBURY STREET & HOPEFIELD ROAD

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICALSCALE: 1"=30' H

PROFILE - AYLESBURY ST

1"=10' V

CURVE DATA INFORMATION

(AYLESBURY STREET AND HOPEFILED ROAD)

CURVE # PC STATION PT STATION RADIUS LENGTH

C-3 20+24 21+87 290 163

C-6 0+65 0+89 350 24

AYLESBURY ST - PLAN AND PROFILE

C H

E S

ABANDONMENT INFORMATION

(AYLESBURY STREET)

ABANDON APPROXIMATELY 85' OF 8" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 234' OF 6" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 380' OF 3" W (AYLESBURY STREET)

ABANDON APPROXIMATELY 64' OF 10" W (HOPEFIELD ROAD)*

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH

(LF)

BARREL

HEIGHT

(VF)

ELBOW

ELEVATION

(FT)

REMARKS

AYLESBURY

STREET 16+97 FN05 15.5 7.0 425.8 NEW

AYLESBURY

STREET 21+43 FN06 20.5 6.0 435.8 NEW

S . PN IE CV KE ET LS

N 9o 2. 350

Docusign Envelope ID: 3B5A799C-33FC-4AA2-9D71-A68985293103

Oct 30, 2024 | 11:04 AM EDT Oct 30, 2024 | 11:10 AM EDT

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

V016

058M

047N 046M

18" PINE

8" SPRUCE

12" MAPLE

18" MAPLE

" C

16" MAPLE

24" OAK

18" OAK

24" MAPLE

14" MAPLE

18" CHERRY

24" MAPLE

18" MAPLE

4" DOGWOOD4" DOGWOOD

12" MAPLE12" MAPLE

6" DOGWOOD12" MAPLE

3" CHERRY

18" MAPLE

16" MAPLE

24" OAK

12" MAPLE

18" MAPLE

24" OAK

JMT13

JMT14

1+00 2+00 3+00 4+00

5+00

6+00

7+00

8+00

1+00

PC-03

SB-05

FN07

N 525120

N 525280

N 525120

STA. 4+12

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 5.0' F.H.

ELBOW EL - 471.6

PER STD. DET. W/8.0

STA. 6+41

INSTALL NEW 8" V

STA. 6+46=0+00

INSTALL NEW

8"x4" TEE

STA. 6+52

INSTALL NEW 8" V

INSTALL NEW 8" W D.I.P.

STA. 0+05

INSTALL NEW 4" V

INSTALL NEW 4" W D.I.P.

(SEE PROFILE ON SHEET 11)

REMOVE EX. 3" V

ABANDON EX. 8" W

ABANDON EX. 3" W

C-4

EXTEND AND

RECONNECT

EXTEND AND

RECONNECT

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 6+50 7+00 7+50

SEE SHEET 4

SMH

046M

SMH

047N

SMH

058M

. 1

8" S

. 4

" S H

. 4

" S H

. T

H O

N E

. 4

" S H

. 4

" S H

C EX

. 6

" S

. 4

" S H

. G

H C

. G

H C

. G

H C

. G

H C

. G

H C

. G

H C

. G

H C

EX. 8" SEWER

EX. 6" SEWER

EX. 8" SEWER

STA. 0+00

=4+92

20"X8" TEE

INV. = 439.2

STA. 0+18

8" V W/ EXT.

INV. = 439.3

9.2

STA. 0+53

8"X6" F.H.T.

INV. = 440.9

STA. 4+12

8"X6" F.H.T.

INV. = 471.5

STA. 6+41

8" V

INV. = 476.5

STA. 6+52

8" V

INV. = 476.4

STA. 6+46=0+00

8"X4" TEE

INV. = 476.5

0.6

5.3

0.0

4.7

9.4

3.9

7.8

0.9

3.3

5.1

6.1

6.6

6.4

5.5

3.9

RESTRAIN ALL JOINTS AND FITTINGS

DURANT

NEW 8" DIP, CL 54 W

4' MIN. COVER

EX. GRADE (2022)

. W

HC PR

. W

HC PR

. W

. E

. 8

" W (1

1' MIN. (TYP.)

N G

SCALE: 1"=30'

PLAN - DURANT ST AND DURANT CT

C H

E S

- S

S H

DURANT ST

\\j m t.c or p.

lo ca l\j m td fs \2

Be au fo rt_

Pl ac e_ W at er

D \0

D U

dw g

200'S OF

CONTRACT# BTBR7260A21

ENGINEER:THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

NAME: JOHNSON, MIRMIRAN & THOMPSON

ADDRESS: 40 WIGHT AVENUE, COCKEYSVILLE, MD 21030

PHONE: (410) 329-3100

CONTACT : STEVEN PICKEL, PE

COLESVILLE ELECTION DISTRICT NO. 5

BEAUFORT PLACE WATER MAIN REPLACEMENT

MONTGOMERY COUNTY

- 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

PAINT BRANCH MINI DRAINAGE BASIN NO. 047 & 048

WASHINGTON SUBURBAN SANITARY COMMISSION

WSSC

DELIVERING THE ESSENTIAL

DATE REVISIONS

DATE PROJECT MANAGER

WATER INFRASTRUCTURE SECTION

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

BEAUFORT PLACE & VARIOUS STREETS

HHG: 680

LHG: 601

PRESSURE ZONE = 660A

220NE02, 221NE02, 221NE03

02/01/24 - PLOT DATE

T C

U R

T as o f:

MAT

CH LI

MATCH LINE STA 1+00 - SEE SHEET 11

DURANT STREET & DURANT COURT

SCALE: 1"= 10'

5' 5'0' 10'

SCALE: 1"= 30'

15' 15'0' 30'

HORIZONTAL

VERTICALSCALE: 1"=30' H

PROFILE - DURANT ST

1"=10' V

CURVE DATA INFORMATION

(DURANT STREET)

CURVE # PC STATION PT STATION RADIUS LENGTH

C-4 3+41 12+17 652 876

DURANT ST - PLAN AND PROFILE

C H

E S

- S

S H

ABANDONMENT INFORMATION

(DURANT STREET)

ABANDON APPROXIMATELY 655' OF 8" W (DURANT STREET)

ABANDON APPROXIMATELY 89' OF 3" W (DURANT COURT)

NOTES

1. UNABLE TO LOCATE METER/CURB STOP FOR PROPERTIES

NOTED WITH ASTERISK ( ).

2. DISTANCE BETWEEN FIRE HYDRANT AND EDGE OF

PAVEMENT SHALL BE MINIMUM 4 FEET FOR OPEN PAVING

SECTION, AND 2 FEET FOR CLOSED PAVING SECTION.

FIRE HYDRANT TABLE

STREET STATION HYDRANT

NUMBER

LEAD

LENGTH

(LF)

BARREL

HEIGHT

(VF)

ELBOW

ELEVATION

(FT)

REMARKS

DURANT

STREET 4+12 FN07 20.9 5.0 471.6 NEW

S . PN IE CV KE ET LS

N 9o 2. 350

DocuSign Envelope ID: 82E4DACA-5A3D-48F7-ABBC-147528C04EDC

Mar 8, 2024 | 7:39 AM EST Mar 8, 2024 | 8:43 AM EST

Docusign Envelope ID: 9CCEEA72-5ABA-4565-A335-13B4E24BB573Docusign Envelope ID: 0C213D1A-09E1-4D37-8995-5EC6F7FF8983

N M

O N

" P

. 4

0' E

" R

C P

. 4

F013

4" PINE12" PINE

16" PINE SGGR

" M

24" OAK

16" MAPLE

4" DOGWOOD

16" MAPLE

36" OAK

28" OAK

4" MAPLE

6" MAPLE

24" OAK

18" OAK

24" OAK8" MULBERRY

3" CHERRY

24" OAK

30" OAK

18" OAK

12" MAPLE

24" OAK

12" MAPLE

30" OAK

" M

E 1320160

E 1320360

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

PC-03

SB-06

FN09

FN08

STA. 8+53

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

INSTALL NEW 7.5' F.H.

ELBOW EL - 469.7

PER STD. DET. W/8.0

STA. 13+52

INSTALL NEW

8"-1/32 H.B.

INSTALL NEW 8" W D.I.P.

ABANDON EX. 8" W

INSTALL NEW 6.5' F.H.

ELBOW EL - 461.8

PER STD. DET. W/8.0

STA. 11+89

INSTALL NEW 8"x6" F.H.T.

6" V AND 6" F.H. LEAD

EXTEND AND

RECONNECT

C-4

REMOVE EX. HYDRANT

7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+17

SEE SHEET 13

SMH

057M

SMH

056M

SMH

055M

. 4

" S H

. 4

" S H

. 4

" S H

. 4

" S H

. T

H O

N E

. T

H O

N E

. F

. 4

" S H

. 4

" S H

. T

H O

N E

. 4

" S H

. 4

"…

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 Apr 6, 2026.