Plans.pdf

PDF 3 MB Posted Nov 12, 2025

Attached to: Broadmore Road Sewer Rehabilitation
Solicitation number: 85583
Issued by: Prince George's County, Maryland

About this file

Written by GovTribe AI · Nov 18, 2025

Summary

This is a Sanitary Sewer Rehabilitation project plan document prepared by the Washington Suburban Sanitary Commission (WSSC) for the Paint Branch Basin in Maryland. The project involves the repair and rehabilitation of approximately 1,228 linear feet of defective sewer mains, 737 linear feet of defective sewer laterals, and seven manholes distributed across multiple segments in the Broadmore Road area and surrounding neighborhoods. The work includes upsizing existing 6-inch pipes to 8-inch PVC piping, renewal of sanitary house connections with 4-inch PVC laterals, installation of cleanouts, and replacement of deteriorated asbestos cement pipe. Materials specifications include 8-inch PVC Sewer Main (SDR 35 or SDR 26 depending on depth), 4-inch PVC laterals, precast reinforced concrete manholes, and associated appurtenances. The project is MDE funded and encompasses multiple contract areas identified across six separate sewer segments totaling approximately 0.61 acres of disturbance. Sealed responses are due via WSSC's eProcurement Portal by 2:00 pm on Thursday, December 18, 2025. The contractor must maintain existing sewer flow through bypass pumping, contact WSSC Pipeline Construction Division at least two weeks prior to construction, and notify Miss Utility at 1-800-257-7777 for utility locating at least 48 hours in advance of work.

Contractors must provide temporary water and sewer service during construction, maintain existing services to properties, perform compaction testing at specified rates, and prepare as-built plans upon completion. The work must comply with WSSC General Conditions and Standard Specifications, current county specifications for utility construction permits, and MDSHA requirements for any state highway work. Restoration includes sod for established lawns, seeded areas, or stone-lined swales depending on location type. Specific town notifications are required for municipalities including the City of Bowie, College Park, Gaithersburg, Rockville, Laurel, and Cheverly, with notification periods ranging from 48 hours to special permit requirements. Asbestos cement pipe handling must comply with AWWA M16 work practices. Tree protection measures are required per WSSC environmental standards, and the contractor bears full responsibility for obtaining staging areas and all project mobilization costs without reimbursement from WSSC.

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Other files

File	Type	Posted
Broadmore_Road_Sewer_Rehabilitation_(Addendum_#1_Revision).pdf	PDF	Nov 14, 2025
MC_Utility_Patch_Details.pdf	PDF	Nov 12, 2025
EPA_-_AIS-final-guidance.pdf	PDF	Nov 12, 2025
AIS_SUBMITTAL_MATERIAL_CHECKLIST.pdf	PDF	Nov 12, 2025
PCD_Tracking_Sheet.xlsx	XLSX spreadsheet	Nov 12, 2025
Special_Provisions_.pdf	PDF	Nov 12, 2025
Permits.pdf	PDF	Nov 12, 2025
Mid-Atlantic_Purchasing_Team_Intergovernmental_&_Cooperative_Purchasing_Clause.pdf	PDF	Nov 12, 2025

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ROSEMERE

AVENUE

X S

T R

E E

M A

S T

R E

E T

MULLINS

STREET

LEISTERDRIVE

CHILTON

DRIVE

E. R A

N D

LPH

R O

A D

BROADMORE

CIRCLE

BUCCANEER

COURT

WINHALL WAY

HOLLYWOOD

AVENUE

TAMARACK

ROAD

G O

R E

R O

A D

B R

O A

D M

O R

R O

A D

M O

SIDE

DRIVE

AUTUM

DRIVE

B U

C C

A N

EER

R O

A D

CLIFTON

ROAD

CANNON

ROAD

ALLERTO

LAN

C H

O N

K E

R O

A D

MONTCLAIR DRIVE

URI

R O

EASTBOURNE

PLA

WASHINGTON SUBURBAN SANITARY COMMISSION

BROADMORE ROAD SEWER REHABILITATION

ABBREVIATIONS:

SAN SANITARY SEWER

MH MANHOLE

ST. STREET

AVE. AVENUE

US/DS UPSTREAM/DOWNSTREAM

HC HOUSE CONNECTION

SHC SANITARY HOUSE CONNECTION

EXIS EXISTING

INV. INVERT

T TRANSITE

PVC POLYVINYL CHLORIDE

CI CAST IRON

C CONCRETE

DI DUCTILE IRON

W WATER MAIN

STM STORM SEWER

GAS GAS LINE

VICINITY MAP

SCALE: 1" = 500'

ENGINEER:

MONTGOMERY CO.

NO200'S 217NE01, 217NE02

DATE

DATE STARTED

DATE FINALED

Drawing No.

FINALED BY

DATE COMPLETED

TYPE MANHOLES

TYPE PIPE W.

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

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 72

HOURS IN ADVANCE OF ANY WORK IN THIS VICINITY

*TO BE ACQUIRED BY APPLICANT

DRAWING INDEX

PIPELINE DESIGN DIVISION

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

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

SECTION MANAGER

SEWER INFRASTRUCTURE SECTION

REQ'D

NOT REQ'D

REQ'D

NOT REQ'D

TASK ORDER NO. 212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

COVER SHEET

PAINT BRANCH BASIN

PRIOR TO ANY EXCAVATION

CALL MISS UTILITY: 1-800-257-7777

RESTORATION SCHEDULE

LOCATION GRADING TYPE RESTORATION TYPE

ALL AREAS I "A" OR PAVING

RESTORATION TYPE:

· TYPE A: SOD FOR ESTABLISHED LAWNS, PARK LAWNS, AND FREQUENTLY

MOWED PUBLIC SPACES.

· TYPE B: SOD FOR SODDED SWALES

· TYPE C: SURGE STONE FOR SEEDED AND STONE LINED SWALES

· TYPE D: SEED FOR IMPROVED AREAS

· TYPE E: SEED FOR UNIMPROVED AND OUTFALL AREAS

· TYPE F: DEVELOPMENT SITES WITH EXISTING STABILIZATION OF

TEMPORARY MULCH OR PLANTED SEED.

SEE GENERAL CONDITIONS & STANDARD SPECIFICATIONS ON PG.02315-2 AND

02920-1

GRADING TYPE:

DESIGNATIONS SETTLEMENT LIMITATIONS LOCATIONS

TYPE I 0.05 FOOT PAVED AREAS AND PUBLIC

RIGHTS OF WAY

TYPE II WITH POSITIVE DRAINAGE UNIMPROVED AREAS

TYPE III 0.10 FOOT NONPAVED IMPROVED

AREAS

TYPE IV 0.00 FOOT WETLANDS OR WETLANDS

BUFFER

SEWER BYPASS REQUIRED:

THE CONTRACTOR SHALL MAINTAIN FLOW OF ALL EXISTING SEWERS UNTIL NEW

SEWERS HAVE ALL BEEN INSTALLED AND PLACED IN SERVICE. A BYPASS

PUMPING PLAN IS TO BE SUBMITTED IN ACCORDANCE WITH WSSC STANDARD

SPECIFICATION 02960.

TOWN NOTIFICATIONS (IF APPLICABLE):

CITY OF BOWIE

CONTACT THE DIRECTOR OF PUBLIC WORKS FOR THE CITY OF BOWIE AT

301-809-2344, 48 HOURS PRIOR TO THE START OF CONSTRUCTION.

CITY OF COLLEGE PARK

CONTACT THE CITY ENGINEER FOR THE CITY OF COLLEGE PARK AT 240-508-7958

FOR ATTENDANCE AT THE PRE-CONSTRUCTION MEETING AND ALL PROGRESS

AND FIELD MEETINGS DURING CONSTRUCTION.

CITY OF GAITHERSBURG

CONTACT THE DIRECTOR OF PUBLIC WORKS FOR THE CITY OF GAITHERSBURG

AT 301-258-6370, 48 HOURS PRIOR TO THE START OF CONSTRUCTION FOR

NOTIFICATION PURPOSES ONLY.

CITY OF ROCKVILLE

BEFORE BEGINNING CONSTRUCTION CONTACT CITY OF ROCKVILLE UTILITY AT

240-314-8567 AT LEAST 48 HOURS PRIOR TO EXCAVATION.

CITY OF LAUREL

CONTACT THE DIRECTOR OF PUBLIC WORKS, CITY OF LAUREL, AT 301-725-0088,

48 HOURS PRIOR TO THE START OF CONSTRUCTION FOR NOTIFICATION

PURPOSES ONLY.

CITY OF CHEVERLY

CONTACT THE CITY OF CHEVERLY PUBLIC WORKS DEPARTMENT, AT

301-773-2666 TO OBTAIN A "SPECIAL UTILITY PERMIT" PRIOR TO START OF

CONSTRUCTION.

PRINCE GEORGE'S COUNTY NOTE (FOR ALL PROJECTS IN PG CO.)

CONTACT THE PRINCE GEORGE'S COUNTY DEPARTMENT OF PUBLIC WORKS &

TRANSPORTATION, AT 301-324-2710, 48 HOURS IN ADVANCE OF STARTING

CONSTRUCTION.

STORM WATER MAINTENANCE NOTE:

THE PURPOSE OF THIS PROJECT IS TO REHABILITATE THE EXISTING SEWER MAIN. ALL AREAS DISTURBED WILL BE RETURNED TO EXACTLY THE SAME CONDITION THAT EXISTED PRIOR TO THE WORK COMPLETED.

THERE IS NO INCREASE IN FLOW OR CHANGE IN THE RUN-OFF CHARACTERISTICS FROM EXISTING

CONDITIONS.

SPECIAL NOTE:

NO LAND SURVEY WAS DONE ON REHABILITATION DESIGN. ALL THE INFORMATION SHOWN ON PLAN & PROFILE SHEETS IS TAKEN FROM EXISTING WSSC RECORDS. DISTANCES, PIPE SIZES AND PIPE TYPES ARE APPROXIMATE AND MAY NOT REFLECT CHANGES OR ALTERATIONS MADE IN THE FIELD. INFORMATION

PROVIDED HERE IS FOR PLANNING PURPOSES ONLY.

EXISTING UTILITIES AND STORM DRAINS SHOWN ON THIS DRAWING ARE FROM GIS INFORMATION AND CANNOT BE RELIED ON FOR ACCURACY. THE UTILITIES HAVE NOT BEEN DESIGNATED OR TEST PITTED;

THEREFORE, SOME UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS. EXISTING UTILITY CROSSINGS ARE NOT SHOWN ON THE PROFILES. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES INCLUDING

UTILITY CROSSINGS PRIOR TO BEGINNING WORK IN THE SEWER SEGMENT AREA.

TRAFFIC CONTROL NOTE:

ALL LANE CLOSURES/TRAFFIC CONTROLS ON MDSHA ROAD(S) SHALL COMPLY WITH MDSHA CODES AND STANDARDS. LANE CLOSURE PERMIT SHALL BE APPLIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR

TO CLOSURE. THE PERMIT MUST BE APPROVED BEFORE STARTING WORK.

GENERAL NOTES:

1. ALL 8-INCH, 10-INCH AND 12-INCH SEWER PIPE SHALL BE SDR 35 P.V.C. IF DEPTH IS

LESS THAN 10' AND SDR 26 PVC IF DEPTH IS GREATER THAN 10', UNLESS SHOWN

OTHERWISE.

2. ALL SHC'S TO BE 4-INCH SDR 35 PVC IF DEPTH IS LESS THEN 10', AND SDR 26 PVC IF

DEPTH GREATER THAN 10', UNLESS SHOWN OTHERWISE. 2% MINIMUM SLOPE. EACH

RELAYED SHC SHALL TERMINATE WITH A CLEANOUT AT THE PROPERTY LINE. DO

NOT RELAY PREVIOUSLY ABANDONED/CAPPED SHC. REPLACE EXISTING SHC

CONNECTED TO EXISTING UPSTREAM AND DOWNSTREAM MANHOLES AS DIRECTED

BY FIELD ENGINEER IN ACCORDANCE WITH ALL APPLICABLE STANDARD DETAILS.

MAINTAIN 2% SLOPE UNLESS OTHERWISE SHOWN. EACH 6-INCH DIAMETER DOUBLE

SEWER HOUSE CONNECTION IS TO BE RELAYED AS A SINGLE 4-INCH DIAMETER OR

6-INCH DIAMETER SEWER HOUSE CONNECTION, AS INDICATED ON DRAWING.

3. FOR (DHC) DROP HOUSE CONNECTION SHOWN ON PLAN AND PROFILE, SEE

STANDARD DETAIL S/6.1.

4. APPROVAL BY SEDIMENT CONTROL INSPECTOR IS REQUIRED UPON COMPLETION

OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS BEFORE

PROCEEDING WITH ANY OTHER LAND DISTURBANCE, GRADING, OR

CONSTRUCTION.

5. FOR DETAILS OF SEDIMENT CONTROL DEVICES TO BE INSTALLED BY CONTRACTOR,

SEE DWG S.C. 1

6. REPLACEMENT SEWER SHALL BE RELAYED IN THE SAME LOCATION AT THE SAME

LINE AND GRADE AS THE EXISTING SEWER, UNLESS OTHERWISE NOTED ON THE

DRAWINGS.

7. CONTRACTOR SHALL MAINTAIN FLOW THROUGH EXISTING GRAVITY AND PRESSURE

SEWER UNTIL NEW SEWER MAIN IS CONSTRUCTED AND PLACE IN SERVICE.

8. WSSC'S INSPECTOR SHALL BE PRESENT FOR THE OPERATION OF ANY WSSC

VALVE.

9. THE CONTRACTOR SHALL CONTACT PIPELINE CONSTRUCTION DIVISION AT

301-206-7339, AT LEAST TWO WEEKS PRIOR TO THE START OF CONSTRUCTION TO

ARRANGE FOR A PRE-CONSTRUCTION MEETING.

10. NOTIFY WSSC'S PIPELINE CONSTRUCTION DIVISION AT 301-206-7339 AT LEAST 72

HOURS PRIOR TO THE START OF CONSTRUCTION. INSPECTION OF MATERIALS

REQUIRED FOR THE PROJECT SHALL TAKE PLACE AT THE CONSTRUCTION SITE.

11. CONTRACTOR TO PROVIDE TEMPORARY WATER AND/OR SEWER SERVICE DURING

CONSTRUCTION.

12. CONTRACTOR IS TO MAINTAIN EXISTING WATER AND/OR SEWER SERVICE TO

EXISTING PROPERTY AT ALL TIMES, RECONNECT AS NECESSARY.

13. CONTRACTOR TO PROVIDE SEDIMENT CONTROL FOR STOCKPILE AREAS.

14. THE CONTRACTOR SHALL TEST PIT AND DETERMINE THE LOCATION, ELEVATION,

SIZE, MATERIAL, PIPE DIAMETER, AND OUT OF ROUNDNESS OF THE EXISTING PIPE

WHERE THE NEW PIPING WILL CONNECT, PRIOR TO ORDERING ANY NEW MATERIAL.

UPON DELIVERY OF REQUIRED MATERIALS AND PRIOR TO THE REMOVAL OF

EXISTING PIPING, THE CONTRACTOR SHALL CONFIRM THAT ALL MATERIALS FITS

TOGETHER.

15. EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN WERE TAKEN FROM

UTILITY COMPANY DOCUMENTS. THE CONTRACTOR SHOULD NOTIFY MISS UTILITY

AT 1-800-257-7777, 48 HRS IN ADVANCE OF COMMENCING THIS WORK, SO

APPROPRIATE MARKING OF UTILITIES CAN BE MADE.

16. EXISTING PAVEMENT TO BE SWEPT AT THE END OF EACH BUSINESS DAY.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STAGING AREA(S) AND

MOBILIZATION TO AND FROM SUCH AREA AT NO COST TO WSSC.

18. ALL MATERIALS REQUIRED UNDER THIS CONTRACT SHALL BE FURNISHED BY THE

CONTRACTOR AT NO EXPENSE TO WSSC IN ACCORDANCE WITH THE LATEST

EDITION OF THE WSSC GENERAL CONDITIONS AND STANDARD SPECIFICATIONS.

19. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE

AS-BUILT PLANS AND SUBMIT TO PIPELINE CONSTRUCTION DIVISION CONTRACT

MANAGER.

20. CONTRACTOR SHALL PERFORM COMPACTION TESTING FOLLOWING ASTM D1566,

ASTM D6938, OR ASTM D2937 AT MINIMUM RATE OF 1 TEST EVERY 100 FEET OF FILL

ALONG MAIN TRENCH AND AT EVERY LATERAL TRENCH, STRUCTURE AND VALVE

BOX IN TYPE 1 AREAS.

21. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE AND/OR REPLACEMENT

REQUIRED AS A RESULT OF ANY WORK WITH OR NEAR THE EXISTING WSSC MAINS

AT THE CONTRACTOR'S EXPENSE.

22. WSSC TAKES NO RESPONSIBILITY FOR THE ACCURACY OF "AS-BUILT" INFORMATION

PROVIDED BY WSSC OR ANY DEVIATIONS FROM DESIGN PLANS OF EXISTING

PIPELINES. THE DESIGNER MAY USE THIS INFORMATION AS THEY DESIRE BUT IS

RESPONSIBLE FOR DETERMINING IF ANY CHANGES HAVE BEEN MADE TO THE

ORIGINAL DESIGN OF THE EXISTING PIPELINE, PERFORMING TEST PITS AND FIELD

SURVEYS TO VERIFY IF THEY PLAN TO UTILIZE THIS INFORMATION, AND FOR

ADJUSTING THEIR DESIGN ACCORDINGLY. WSSC DOES NOT PROVIDE ANY

WARRANTY OR ANY ASSURANCES THAT ANY INFORMATION PROVIDED IS

ACCURATE AND/OR UP TO DATE.

23. WSSC TAKES NO RESPONSIBILITY FOR DESIGN ERRORS AND/OR OMISSIONS.

WSSC'S APPROVAL/PERMIT ACCEPTANCE DOES NOT CONSTITUTE A WARRANTY

NOR DOES IT RELEASE THE CONTRACTOR FROM RESPONSIBILITY FOR ANY

DEFICIENCY WHICH MAY SUBSEQUENTLY BE FOUND.

24. ALL NEW REPLACEMENT SEWERS SHALL MATCH THE EXISTING INVERT ELEVATION.

25. CONTRACTOR SHALL NOT INSTALL LATERAL CONNECTIONS TO NEW MANHOLE

UNLESS THERE IS NO ALTERNATIVE. CONTRACTOR SHALL USE RUBBER BOOT IF

THE LATERAL CONNECTION IS TO BE MADE TO NEW MANHOLE.

26. WORK SHALL COMPLY WITH THE CURRENT COUNTY SPECIFICATIONS FOR UTILITY

CONSTRUCTION PERMIT AND/OR MDSHA UTILITY PERMIT. COMPLETE REPAIR

(RESTORATION OF RIGHT OF WAY) SHALL BE MADE OF ANY AND ALL DAMAGES

DONE TO THE EXISTING IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY CAUSED BY

CONSTRUCTION OPERATIONS ON THE SITE. ALL LANE CLOSURES/TRAFFIC

CONTROLS ON COUNTY ROAD(S) SHALL COMPLY WITH APPROVED TRAFFIC

CONTROL PLANS, WORK ZONE TEMPORARY TRAFFIC CONTROL STANDARDS AND

DIRECTIONS OF THE PERMITTING AUTHORITY INSPECTOR.

27. USE DIP, RCP, OR AWWA C900/905 PVC PIPE WHEN CONNECTING TO AN EXISTING

BRICK MANHOLE. SEE STANDARD DETAIL S/3.0.

TREE PROTECTION:

1. PROVIDE TREE PROTECTION FOR TREES AS DIRECTED BY WSSC ENVIRONMENTAL PROGRAMS UNIT., SEE

STANDARD DETAILS SC/17.0 & 18.0

2. CONTRACTOR SHALL NOT STOCKPILE MATERIALS OR EQUIPMENTS UNDER THE DRIPLINE OF ANY TREES.

3. CONTACT WSSC URBAN FORESTER AT (301) 206-8074 FOR TREE ISSUES NOT COVERED BY MARYLAND

ROADSIDE TREE PERMIT.

PAVEMENT RESTORATION:

MILL AND OVERLAY WILL BE DONE UNDER A SEPARATE WSSC PAVING CONTRACT AND IS NOT INCLUDED IN

THIS CTO.

NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

WASHINGTON SUBURBAN SANITARY COMMISSION

1 1 COVER

SC-1 SC-1 E+S DETAILS

1 thru 6

SC-1 SEDIMENT CONTROL DETAILS

N A

N G

V D

S C

: 1

Pa re nt

-D riv e\ W

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Ye ar

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MG Co. PAGE 5167 GRIDS B09, B10, C09, C10

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: __________________________________________

SEDIMENT CONTROL NOTES:

1. CONTACT WSSC ENVIRONMENTAL PROGRAMS SECTION AT (301) 206-8077, 48 HOURS PRIOR

TO STARTING ANY UTILITY WORK UNDER THIS CONTRACT.

2. ANY GROUND WATER OR SURFACE WATER PUMPED DURING THIS PROJECT SHOULD BE

DISCHARGED THROUGH AN APPROVED DE-WATERING DEVICE. SEE STANDARD DETAIL

SC/15.0, SC/15.1.

3. STREETS AND PAVED WALKWAYS SHALL BE BROOM SWEPT DAILY.

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

ENVIRONMENTAL STAFF. SEE STANDARD DETAIL SC/16.0, SC/16.1.

5. PLACE SILT FENCE PER STANDARD DETAIL SC/1.0 ALONG LOW SIDE OF EXCAVATED AREA

WHEN WORKING IN NON-PAVED AREAS OR AS SHOWN ON PLANS, OR AS DIRECTED BY WSSC

ENVIRONMENTAL STAFF IN THE FIELD. CONTRACTOR SHALL PROVIDE DAILY TEMPORARY

STABILIZATION FOR ALL DISTURBED NON-PAVED AREAS.

6. ANY EXCAVATED OR STOCKPILED MATERIAL LEFT OVERNIGHT SHALL BE COVERED WITH AN

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. ANY SLURRY GENERATED BY PAVEMENT SAW CUTTING SHALL BE CONTAINED BY THE

CONTRACTOR TO PREVENT SLURRY FROM ENTERING THE EXISTING STORM DRAIN SYSTEM OR

WATERWAY BY USING APPROVED METHODS, DEVICES, OR AS DIRECTED BY THE WSSC

ENVIRONMENTAL STAFF. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF

CONTAINED SLURRY AT THE END OF EACH WORK DAY.

9. FOR AREAS WITHIN 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:

I. PERMANENT SEED AND SOIL STABILIZATION MATTING FOR SOD FOR ALL STEEP SLOPES, CHANNELS, OR

SWALES.

II. 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 SC/1.0 INSTALLED ON THE DOWN SLOPE SIDE.

JOB NUMBER

CRLRMH7338T22

RELAY DRAWINGS

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: OMAR MUHAMMAD

LICENSE NO.: 45882

EXP. DATE: 9/30/2024

WORK IN THE VICINITY OF ASBESTOS-CEMENT PIPE

THE CONTRACTOR SHALL REFER TO AWWA M16

"WORK PRACTICES FOR ASBESTOS-CEMENT PIPE"

FOR PRECAUTIONS CUTTING AND HANDLING

ASBESTOS-CEMENT PIPE.

CRLRMH7338T22 SEGMENTS

SEWER MANHOLE

LEGEND

RELAY DRAWINGS2-6 2-6

TOTAL AREA TO BE DISTURBED:

0.61 ACRES

26,721 SQ. FT.

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330

09/10/2024

Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 9, 2024 | 6:44 AM EDT

Oct 11, 2024 | 1:24 PM EDT

Date: _________________ Plan No.: _______________________CRLRMH7338T22

REVISED TITLE BLOCK, TASK ORDER NO.,

JOB NUMBER, AND PAGE NUMBER.

9/9/2025

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

009M

010N

024M

ALLERTON LANE

O R

E R O

12915

02028025S

12917

12928

ALLERTON

LANE

12926

12924

12925

12927

12914

BROADMORE

ROAD

12912

12921

12913

12911

12909

025K

02028010S

02028024S

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Diameter Length Description Asset ID Depth Diameter Description

02028025S 8" 126' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02028025K 9.8' N/A REPLACE EX. LAMPHOLE WITH NEW MANHOLE

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 126

4" PVC LATERAL LF 151

8"X4" TEE EA 3

4" CLEANOUT EA 5

48" DIA. PRECAST MANHOLE VF 9.8

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

CAMERA

DIRECTION

CCTV

FOOTAGE

TO HC

CCTV

POSITION

OF HC

EXISTING

SHC SIZE

EXISTING

SHC

MATERIAL

EXISTING

CLEANOUT

SHC

TYPE

LENGTH OF

EXISTING SHC

TREE

IMPACTS REMARKS

(US/DS) (LINEAR

FEET) (CLOCK) INCHES (YES/NO) (SINGLE/

DOUBLE) (LINEAR FEET) (COUNT-DBH)

12912 Broadmore Rd

12912 Broadmore Rd N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 38 No Excavated Renewal of Lateral & Install Cleanout

12911 Broadmore Rd

12911 Broadmore Rd N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 28 No Excavated Renewal of Lateral & Install Cleanout

12913 Broadmore Rd

12913 Broadmore Rd N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 24 No Excavated Renewal of Lateral & Install Cleanout

12914 Broadmore Rd

12914 Broadmore Rd In 02028024M N/A N/A N/A 4 Asbestos

Cement Yes Single 36 No Excavated Renewal of Lateral & Install Cleanout

12915 Broadmore Rd

12915 Broadmore Rd In 02028024M N/A N/A N/A 4 Asbestos

Cement Yes Single 25 No Excavated Renewal of Lateral & Install Cleanout

Sewer 02028025S

REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

12911 BROADMORE ROAD

PAINT BRANCH BASIN

217NE01

P5167B09

217NE01

BROADMORE ROAD

WSSC CONTRACT: 62-1203

025K024M

NOT TO SCALE

NOTES:

1. Prior to excavation, contractor shall locate all utilities per Miss Utility (800) 257-7777.

2. All work shall be in accordance with the WSSC specification and contract documents.

3. Call WSSC Environmental at 301-206-2075 for tree removal and pruning.

4. Existing utilities and storm drains shown on this drawing are from GIS information and cannot be relied on for accuracy. The utilities have not been designated or test pitted. Contractor shall contact Miss Utility to have all existing utilities located.

ADC MAP

WSSC 200'S

JOB NO.

LEGEND

CRLRMH7338T22

ENGINEER:

200'S

DATE

DATE REVISIONS

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

WSSC PIPELINE DESIGN DIVISION

PDD PROJECT MANAGER

JOB NUMBER

CRLRMH7338T22

TASK ORDER NO.212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

PAINT BRANCH BASIN

SEWER INFRASTRUCTURE SECTION

WASHINGTON SUBURBAN SANITARY COMMISSION NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

5/24/2024 2:41 PM - PLOT DATE

C \P

O pt io n Ye ar \8

-1

8_ Pa in t B ra nc h Ba si n\

D W

G s\

-1

.d w g

POINT/SPOT REPAIR

SUBJECT SEWERS

SUBJECT MANHOLES

EXISTING MANHOLES

EXISTING SEWERS

WATER MAIN

EXISTING GAS

EXISTING STORM DRAIN

EXISTING TREE

EXISTING UTILITY POLE

CONCRETE CURB AND GUTTER

(TO BE REPLACED FROM JOINT TO JOINT)

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 8, 2024 | 11:13 AM EDT

OF 6

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

ORNINGSIDE DRIVE

E RANDO

LPH RO

SMITH VILLAGE ROAD

1101 SMITH

VILLAGE ROAD

MORNINGSIDE

DRIVE

110913001

EL COURT

078N

031N

030M

02028031S

02029083S

02028030S

082M 02029082S

02030078S

REMOVE 5' HT.

VARIEGATED

SHRUB AS

NEEDED

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02028031S 6" 8" 214' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02028030M 10.9' 48" REPLACE FRAME AND COVER

02028031N UNK 48" LOCATE AND ADJUST MH, REPLACE FRAME AND

COVER

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 214

4" PVC LATERAL LF 110

8"X4" WYE EA 4

4" CLEANOUT EA 4

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

CAMERA

DIRECTION

CCTV

FOOTAGE

TO HC

CCTV

POSITION

OF HC

EXISTING

SHC SIZE

EXISTING

SHC

MATERIAL

EXISTING

CLEANOUT

SHC

TYPE

LENGTH OF

EXISTING SHC

TREE

IMPACTS REMARKS

(US/DS) (LINEAR

FEET) (CLOCK) INCHES (YES/NO) (SINGLE/

DOUBLE) (LINEAR FEET) (COUNT-DBH)

1231 E Randolph Rd

1231 E Randolph Rd 02028030M US 32 3 4 Asbestos

Cement Yes Single 10 No Excavated Renewal of Lateral & Install Cleanout

1101 Smith Village Rd

1101 Smith Village Rd 02028030M US 83 9 4

Assume Asbestos Cement

Yes Single 40 No Excavated Renewal of Lateral & Install Cleanout

1233 E Randolph Rd

1233 E Randolph Rd 02028030M US 85 3 4 Asbestos

Cement Yes Single 20 No Excavated Renewal of Lateral & Install Cleanout

1103 Morningside Dr

1103 Morningside Dr 02028030M US 186 9 4

Assume Asbestos Cement

Yes Single 40 No Excavated Renewal of Lateral & Install Cleanout

Sewer 02028031S

REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

1233 E RANDOLPH ROAD

PAINT BRANCH BASIN

217NE02

P5167C09

217NE02

E. RANDOLPH ROAD

WSSC CONTRACT: 65-4044

031N030M

402.68 404.59

392.21 392.35 394.52

NOT TO SCALE

NOTES:

1. Prior to excavation, contractor shall locate all utilities per Miss Utility (800) 257-7777.

2. All work shall be in accordance with the WSSC specification and contract documents.

3. Call WSSC Environmental at 301-206-2075 for tree removal and pruning.

ADC MAP

WSSC 200'S

JOB NO.

LEGEND

CRLRMH7338T22

ENGINEER:

200'S

DATE

DATE REVISIONS

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

WSSC PIPELINE DESIGN DIVISION

PDD PROJECT MANAGER

JOB NUMBER

CRLRMH7338T22

TASK ORDER NO. 212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

PAINT BRANCH BASIN

SEWER INFRASTRUCTURE SECTION

WASHINGTON SUBURBAN SANITARY COMMISSION NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

5/24/2024 2:42 PM - PLOT DATE

C \P

O pt io n Ye ar \8

-1

8_ Pa in t B ra nc h Ba si n\

D W

G s\

-1

.d w g

POINT/SPOT REPAIR

SUBJECT SEWERS

SUBJECT MANHOLES

EXISTING MANHOLES

EXISTING SEWERS

WATER MAIN

EXISTING GAS

EXISTING STORM DRAIN

EXISTING TREE

EXISTING UTILITY POLE

CONCRETE CURB AND GUTTER

(TO BE REPLACED FROM JOINT TO JOINT)

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 8, 2024 | 11:13 AM EDT

OF 6

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

036N

O R

E R O

12909

035M

BROADMORE PLACE

KILGORE ROAD

02029036S

006N

005M

12907

12905

12903

12901

12823

12912

12910

BROADMORE

PLACE

BROADMORE

PLACE

BROADMORE

PLACE

BROADMORE

PLACE

BROADMORE

PLACE

12906

12900

12906

KILGORE

ROAD

12904

KILGORE

ROAD

ABANDONED TAP

02028005S

02028006S

02029035S

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02029036S 6" 8" 303' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02029035M 9.3' 48" CEMENTITIOUS LINING

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 303

4" PVC LATERAL LF 215

8"X4" TEE EA 5

4" CLEANOUT EA 8

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

CAMERA

DIRECTION

CCTV

FOOTAGE

TO HC

CCTV

POSITION

OF HC

EXISTING

SHC SIZE

EXISTING

SHC

MATERIAL

EXISTING

CLEANOUT

SHC

TYPE

LENGTH OF

EXISTING SHC

TREE

IMPACTS REMARKS

(US/DS) (LINEAR

FEET) (CLOCK) INCHES (YES/NO) (SINGLE/

DOUBLE) (LINEAR FEET) (COUNT-DBH)

12901 Broadmore Rd

12901 Broadmore Rd In 02029035M N/A N/A N/A 4 Asbestos

Cement Yes Single 18 No Excavated Renewal of Lateral & Install Cleanout

12900 Broadmore Rd

12900 Broadmore Rd 02029035M US 50 9 4 Asbestos

Cement Yes Single 39 No Excavated Renewal of Lateral & Install Cleanout

12903 Broadmore Rd

12903 Broadmore Rd 02029035M US 86 3 4 Asbestos

Cement Yes Single 19 No Excavated Renewal of Lateral & Install Cleanout

12905 Broadmore Rd

12905 Broadmore Rd 02029035M US 155 3 4 Asbestos

Cement Yes Single 19 No Excavated Renewal of Lateral & Install Cleanout

12906 Broadmore Rd

12906 Broadmore Rd 02029035M US 159 9 4 Asbestos

Cement Yes Single 39 No Excavated Renewal of Lateral & Install Cleanout

12907 Broadmore Rd

12907 Broadmore Rd 02029035M US 227 3 4 Asbestos

Cement Yes Single 19 No Excavated Renewal of Lateral & Install Cleanout

12909 Broadmore Rd

12909 Broadmore Rd In 02029036N N/A N/A N/A 4 Asbestos

Cement Yes Single 22 No Excavated Renewal of Lateral & Install Cleanout

12910 Broadmore Rd

12910 Broadmore Rd In 02029036N N/A N/A N/A 4 Asbestos

Cement Yes Single 40 No Excavated Renewal of Lateral & Install Cleanout

Sewer 02029036S

REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

12906 BROADMORE ROAD

PAINT BRANCH BASIN

217NE01

P5167B09

217NE01

BROADMORE ROAD

WSSC CONTRACT: 62-5713

035M

036N

NOT TO SCALE

NOTES:

1. Prior to excavation, contractor shall locate all utilities per Miss Utility (800) 257-7777.

2. All work shall be in accordance with the WSSC specification and contract documents.

3. Call WSSC Environmental at 301-206-2075 for tree removal and pruning.

ADC MAP

WSSC 200'S

JOB NO.

LEGEND

CRLRMH7338T22

ENGINEER:

200'S

DATE

DATE REVISIONS

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

WSSC PIPELINE DESIGN DIVISION

PDD PROJECT MANAGER

JOB NUMBER

CRLRMH7338T22

TASK ORDER NO. 212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

PAINT BRANCH BASIN

SEWER INFRASTRUCTURE SECTION

WASHINGTON SUBURBAN SANITARY COMMISSION NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

5/24/2024 2:45 PM - PLOT DATE

C \P

O pt io n Ye ar \8

-1

8_ Pa in t B ra nc h Ba si n\

D W

G s\

-1

.d w g

POINT/SPOT REPAIR

SUBJECT SEWERS

SUBJECT MANHOLES

EXISTING MANHOLES

EXISTING SEWERS

WATER MAIN

EXISTING GAS

EXISTING STORM DRAIN

EXISTING TREE

EXISTING UTILITY POLE

CONCRETE CURB AND GUTTER

(TO BE REPLACED FROM JOINT TO JOINT)

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 8, 2024 | 11:13 AM EDT

OF 6

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

ORNINGSIDE DRIVE

E RANDOLPH ROAD

13001

COURT

031N

044M

043M

077M

082M

083M

084N

02029080S

13005

13009

13013

13004

13008

02030078S

02030077S

02029082S

02029083S

02029043S

02029044S

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02029044S 6" 8" 125' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"), RENEW

LATERALS & INSTALL CLEANOUTS

02029044M 10.5' 48" CEMENTITIOUS LINING

02029080S 6" 8" 155' 02029043M 14.9' 48" CEMENTITIOUS LINING

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 280

4" PVC LATERAL LF 59

8"X4" TEE EA 3

4" CLEANOUT EA 4

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

CAMERA

DIRECTION

CCTV

FOOTAGE

TO HC

CCTV

POSITION

OF HC

EXISTING

SHC SIZE

EXISTING

SHC

MATERIAL

EXISTING

CLEANOUT

SHC

TYPE

LENGTH OF

EXISTING SHC

TREE

IMPACTS REMARKS

(US/DS) (LINEAR

FEET) (CLOCK) INCHES (YES/NO) (SINGLE/

DOUBLE) (LINEAR FEET) (COUNT-DBH)

1239 E Randolph Rd

1239 E Randolph Rd In 02029044M N/A N/A N/A 4 Assume CI Yes Single 14 No Excavated Renewal of Lateral & Install

Cleanout

1241 E Randolph Rd

1241 E Randolph Rd 02029044M DS 23 3 4 PVC Yes Single 14 No Reconnect

1243 E Randolph Rd

1243 E Randolph Rd 02029044M DS 129 3 4 CI Yes Single 15 No Excavated Renewal of Lateral & Install

Cleanout

1245 E Randolph Rd

1245 E Randolph Rd 02029044M DS 129 3 4 CI Yes Single 15 No Excavated Renewal of Lateral & Install

Cleanout

1251 E Randolph Rd

In 02029043M N/A N/A N/A 4 CI Yes Single 15 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029044S/02029080S

REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

1239 E RANDOLPH ROAD

PAINT BRANCH BASIN

217NE02

P5167C10

217NE02

E RANDOLPH ROAD

WSSC CONTRACT: 66-2428A

080T 044M

E RANDOLPH ROAD

WSSC CONTRACT: 63-1580

043M

080T

NOT TO SCALE

NOTES:

1. Prior to excavation, contractor shall locate all utilities per Miss Utility (800) 257-7777.

2. All work shall be in accordance with the WSSC specification and contract documents.

3. Call WSSC Environmental at 301-206-2075 for tree removal and pruning.

ADC MAP

WSSC 200'S

JOB NO.

LEGEND

CRLRMH7338T22

ENGINEER:

200'S

DATE

DATE REVISIONS

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

WSSC PIPELINE DESIGN DIVISION

PDD PROJECT MANAGER

JOB NUMBER

CRLRMH7338T22

TASK ORDER NO. 212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

PAINT BRANCH BASIN

SEWER INFRASTRUCTURE SECTION

WASHINGTON SUBURBAN SANITARY COMMISSION NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

5/28/2024 10:58 AM - PLOT DATE

C \P

O pt io n Ye ar \8

-1

8_ Pa in t B ra nc h Ba si n\

D W

G s\

-1

.d w g

POINT/SPOT REPAIR

SUBJECT SEWERS

SUBJECT MANHOLES

EXISTING MANHOLES

EXISTING SEWERS

WATER MAIN

EXISTING GAS

EXISTING STORM DRAIN

EXISTING TREE

EXISTING UTILITY POLE

CONCRETE CURB AND GUTTER

(TO BE REPLACED FROM JOINT TO JOINT)

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 8, 2024 | 11:13 AM EDT

OF 6

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

ALLERTON LANE

KILG

ORE

12900

077M

076M

004N

ROAD

12903

ALLERTON

LANE

12902

ALLERTON

LANE

12812

12813

12901

12903

12905

12902

02028004S

078K

ABANDONED

BREAK-IN

TAP

(CAPPED)

12904

12905

12820

12818

12906

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02029077S 6" 8" 156' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02029077M 9.9' 48" CEMENTITIOUS LINING

02029078S 6" 8" 149'

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 305

4" PVC LATERAL LF 202

8"X4" TEE EA 6

4" CLEANOUT EA 7

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

CAMERA

DIRECTION

CCTV

FOOTAGE

TO HC

CCTV

POSITION

OF HC

EXISTING

SHC SIZE

EXISTING

SHC

MATERIAL

EXISTING

CLEANOUT

SHC

TYPE

LENGTH OF

EXISTING SHC

TREE

IMPACTS REMARKS

(US/DS) (LINEAR

FEET) (CLOCK) INCHES (YES/NO) (SINGLE/

DOUBLE) (LINEAR FEET) (COUNT-DBH)

12900 Kilgore Rd 12900 Kilgore Rd 02029077M DS 41 3 4 Asbestos Cement Yes Single 42 No Excavated Renewal of Lateral & Install

Cleanout

12901 Kilgore Rd 12901 Kilgore Rd 02029077M DS 50 9 4 Asbestos Cement Yes Single 20 No Excavated Renewal of Lateral & Install

Cleanout

12813 Kilgore Rd 12813 Kilgore Rd In 02029076M N/A N/A N/A 4 Asbestos Cement Yes Single 24 No Excavated Renewal of Lateral & Install

Cleanout

12902 Kilgore Rd 12902 Kilgore Rd 02029077M US 28 3 4 PVC Yes Single 42 No Reconnect

12903 Kilgore Rd 12903 Kilgore Rd 02029077M US 33 3 4 Asbestos Cement Yes Single 15 No Excavated Renewal of Lateral & Install

Cleanout

12904 Kilgore Rd 12904 Kilgore Rd 02029077M US 98 9 4 Asbestos Cement Yes Single 42 No Excavated Renewal of Lateral & Install

Cleanout

12905 Kilgore Rd 12905 Kilgore Rd 02029077M US 122 3 4 Asbestos Cement Yes Single 16 No Excavated Renewal of Lateral & Install

Cleanout

12906 Kilgore Rd 12906 Kilgore Rd 02029077M US 142 9 4 Asbestos Cement Yes Single 43 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029077S/02029078S

REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

12901 KILGORE ROAD

PAINT BRANCH BASIN

217NE01

P5167B10

217NE01

KILGORE ROAD

WSSC CONTRACT: 62-5713

076M

077M

KILGORE ROAD

WSSC CONTRACT: 62-5713

077M

078K

NOT TO SCALE

NOTES:

1. Prior to excavation, contractor shall locate all utilities per Miss Utility (800) 257-7777.

2. All work shall be in accordance with the WSSC specification and contract documents.

3. Call WSSC Environmental at 301-206-2075 for tree removal and pruning.

ADC MAP

WSSC 200'S

JOB NO.

LEGEND

CRLRMH7338T22

ENGINEER:

200'S

DATE

DATE REVISIONS

THESE DOCUMENTS CONTAIN

PRIVILEGED AND CONFIDENTIAL

INFORMATION WHICH SHALL NOT

BE REDISTRIBUTED WITHOUT

PRIOR WSSC APPROVAL

WSSC PIPELINE DESIGN DIVISION

PDD PROJECT MANAGER

JOB NUMBER

CRLRMH7338T22

TASK ORDER NO. 212

SANITARY SEWER REHABILITATION (SSR) MDE FUNDED PROJECT

PAINT BRANCH BASIN

SEWER INFRASTRUCTURE SECTION

WASHINGTON SUBURBAN SANITARY COMMISSION NAME: THE WILSON T. BALLARD COMPANY

ADDRESS: 17 GWYNNS MILL COURT, OWINGS MILLS, MD 21117

PHONE: (410) 363-0150

CONTACT : SHAWN BURNETT

EMAIL: SBURNETT@WTBCO.COM

5/28/2024 11:02 AM - PLOT DATE

C \P

O pt io n Ye ar \8

-1

8_ Pa in t B ra nc h Ba si n\

D W

G s\

-1

.d w g

POINT/SPOT REPAIR

SUBJECT SEWERS

SUBJECT MANHOLES

EXISTING MANHOLES

EXISTING SEWERS

WATER MAIN

EXISTING GAS

EXISTING STORM DRAIN

EXISTING TREE

EXISTING UTILITY POLE

CONCRETE CURB AND GUTTER

(TO BE REPLACED FROM JOINT TO JOINT)

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

Oct 8, 2024 | 11:13 AM EDT

OF 6

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

WASHINGTON SUBURBAN SANITARY COMMISSION W.S.S.C.

CONTRACT

UTILITY CONSTRUCTION DRAWING NO. S.C.1

SEDIMENT CONTROL DETAILS FOR

REVISED OCTOBER 2023

CRLRMH7338T22

SC-1

Docusign Envelope ID: E7490073-8D7E-4834-B3F8-F0E87B373330Docusign Envelope ID: C0BB6F87-19AB-4FD1-82BC-2A8297E89356

File details come from the government source that posted it. Updated Nov 18, 2025.