Plans.pdf

ROSEMERE

AVENUE

LA

U

X S

T R

E E

T

M A

P

LE

S T

R E

E T

MULLINS

STREET

RI

G

DA

LE

TE

RR

AC

E

LEISTERDRIVE

CHILTON

DRIVE

E. R A

N D

O

LPH

R O

A D

BROADMORE

CIRCLE

BUCCANEER

COURT

WINHALL WAY

HOLLYWOOD

AVENUE

TAMARACK

ROAD

K

IL

G O

R E

R O

A D

B R

O A

D M

O R

E

R O

A D

M O

RN

IN

G

SIDE

DRIVE

AUTUM

N

DRIVE

B U

C C

A N

EER

R O

A D

CLIFTON

ROAD

CANNON

ROAD

ALLERTO

N

LAN

E

C H

IL

T

O N

C

IR

C

LE

B

LA

K E

R O

A D

MONTCLAIR DRIVE

LA

URI

E

DR

IV

E

BI

LL

IN

G

TO

N

R O

AD

EASTBOURNE

PLA

CE

WASHINGTON SUBURBAN SANITARY COMMISSION

CHILTON DRIVE SEWER FACILITIES 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

OF

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

S.

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

VE

R

IF

Y

SC

AL

E

- B

AR

IS

O N

E

IN

C H

O N

O R

IG

IN

AL

D

R

AW

IN

G

IF

N

O T

O N

E

IN

C H

O N

T H

IS

S

H

EE

T, A

D

JU

ST

S

C

AL

ES

A

C C

O R

D

IN

G

LY

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

SECTION MANAGER

SEWER INFRASTRUCTURE SECTION

REQ'D

NOT REQ'D

NOT REQ'D

NOT REQ'D

NOT REQ'D

REQ'D

REQ'D

NOT REQ'D

NOT REQ'D

TASK ORDER NO. 211

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

D

3/

N G

V D

S C

A

LE

: 1

0'

PA

TH

Pa re nt

\T

-D riv e\ W

SS

C

\P M

A1

O pt io n

Ye ar

\8

-1

.0 8_

Pa in t B ra nc h

Ba si n\ D

W G s\

G -0

P4 .d w g

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: __________________________________________

CRLRMH7338S22

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

CRLRMH7338S22

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.

CRLRMH7338S22 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.: _________________

4/25/2025 REVISED TITLE BLOCK, TASK ORDER NO.,

JOB NUMBER, AND PAGE NUMBER.

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

GWALLAC

Revision

BROADMORE CIRCLE

BRO

ADM

O

RE RO

AD

BROADMORE

CIRCLE

02028019S

018M

017M

10061004

BROADMORE

CIRCLE

13000

CANNON ROAD

019K

S

02028023S

XX

REMOVE 3' AND 4' HT.

SHRUBS AS NEEDED

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Diameter Length Description Asset ID Depth Diameter Description

02028019S 8" 156' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02028018M 11.9' 48" CEMENTITIOUS LINING

02028019K 9.5' N/A REPLACE EX. LAMPHOLE WITH NEW MANHOLE

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 156

4" PVC LATERAL LF 203

8"X4" TEE EA 4

4" CLEANOUT EA 5

48" DIA. PRECAST MANHOLE VF 9.5

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

MH

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)

1003 Broadmore Cir

1003 Broadmore Cir In 02028018M N/A N/A N/A 4 Asbestos

Cement Yes Single 45 No Excavated Renewal of Lateral & Install Cleanout

1004 Broadmore Cir

1004 Broadmore Cir In 02028018M N/A N/A N/A 4 Asbestos

Cement Yes Single 63 No Excavated Renewal of Lateral & Install Cleanout

1005 Broadmore Cir

1005 Broadmore Cir N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 21 No Excavated Renewal of Lateral & Install Cleanout

1006 Broadmore Cir

1006 Broadmore Cir N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 37 No Excavated Renewal of Lateral & Install Cleanout

1007 Broadmore Cir

1007 Broadmore Cir N/A N/A N/A N/A 4 PVC Yes Single 21 No Reconnect

1008 Broadmore Cir

1008 Broadmore Cir N/A N/A N/A N/A 4 Asbestos

Cement Yes Single 37 No Excavated Renewal of Lateral & Install Cleanout

Sewer 02028019S

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

RENEW LATERALS & INSTALL CLEANOUTS

1005 BROADMORE CIRCLE

PAINT BRANCH BASIN

217NE01

P5167B09

217NE01

BROADMORE CIRCLE

WSSC CONTRACT: 62-1203

019K

018M

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

CRLRMH7338S22

ENGINEER:

NO

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

CRLRMH7338S22

TASK ORDER NO. 211

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 2:40 PM - PLOT DATE

PA

TH

T:

\W

SS

C \P

M

A1

O pt io n Ye ar \8

-1

.0

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

D W

G s\

C

-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

LEISTER DRIVE

RIG

DAL

E

TE

RRAC

E

E RANDOLPH ROAD

LEISTER

DRIVE

CHILTON DRIVE

020N

019U

02029020S

S

02029021S

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Diameter Length Description Asset ID Depth Diameter Description

02029020S 8" 304' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02029019U 10.8' 48" CEMENTITIOUS LINING

02029020N 11.0' 48" CEMENTITIOUS LINING

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 304

4" PVC LATERAL LF 223

8"X4" TEE EA 6

4" CLEANOUT EA 8

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

MH

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)

1310 Leister Dr 1310 Leister Dr In 02029019U N/A N/A N/A 4 Asbestos Cement Yes Single 23 No Excavated Renewal of Lateral & Install

Cleanout

1305 Leister Dr 1305 Leister Dr 02029019U N/A N/A N/A N/A PVC Yes Single 40 No Reconnect

1304 Leister Dr 1304 Leister Dr 02029019U N/A N/A N/A N/A Asbestos Cement Yes Single 21 No Excavated Renewal of Lateral & Install

Cleanout

1306 Leister Dr 1306 Leister Dr 02029019U N/A N/A N/A N/A Asbestos Cement Yes Single 22 No Excavated Renewal of Lateral & Install

Cleanout

1308 Leister Dr 1308 Leister Dr 02029019U N/A N/A N/A N/A Asbestos Cement Yes Single 21 No Excavated Renewal of Lateral & Install

Cleanout

1307 Leister Dr 1307 Leister Dr 02029019U N/A N/A N/A N/A Asbestos Cement Yes Single 38 No Excavated Renewal of Lateral & Install

Cleanout

1309 Leister Dr 1309 Leister Dr 02029019U N/A N/A N/A N/A Asbestos Cement Yes Single 38 No Excavated Renewal of Lateral & Install

Cleanout

1303 Leister Dr 1303 Leister Dr In 02029020N N/A N/A N/A 4 Asbestos Cement Yes Single 38 No Excavated Renewal of Lateral & Install

Cleanout

1302 Leister Dr 1302 Leister Dr In 02029020N N/A N/A N/A 4 Asbestos Cement Yes Single 22 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029020S

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

RENEW LATERALS & INSTALL CLEANOUTS

1304 LEISTER DRIVE

PAINT BRANCH BASIN

217NE02

P5167C10

217NE02

LEISTER DRIVE

WSSC CONTRACT: 62-5713

019U

020N

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

CRLRMH7338S22

ENGINEER:

NO

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

CRLRMH7338S22

TASK ORDER NO. 211

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

PA

TH

T:

\W

SS

C \P

M

A1

O pt io n Ye ar \8

-1

.0

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

D W

G s\

C

-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

LEISTER DRIVE

RIG

DAL

E

TE

RRAC

E

E RANDOLPH ROAD

LEISTER

DRIVE

019U

018U 155N

CHILTON DRIVE

02029021S

021K

02029018S

02029022S

S

02029021S

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Diameter Length Description Asset ID Depth Diameter Description

02029021S 8" 155' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02029019U 10.8' 48" CEMENTITIOUS LINING

02029021K N/A N/A REPLACE EX. LAMPHOLE WITH NEW MANHOLE

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 155

4" PVC LATERAL LF 111

8"X4" TEE EA 3

4" CLEANOUT EA 4

48" DIA. PRECAST MANHOLE VF 10.8

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

MH

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)

1310 Leister Dr 1310 Leister Dr In 02029019U N/A N/A N/A 4 Asbestos Cement Yes Single 23 No Excavated Renewal of Lateral & Install

Cleanout

1400 Leister Dr 1400 Leister Dr 02029019U US 87 9 4 Asbestos Cement Yes Single 25 No Excavated Renewal of Lateral & Install

Cleanout

1402 Leister Dr 1402 Leister Dr 02029019U US 142 3 4 Asbestos Cement Yes Single 25 No Excavated Renewal of Lateral & Install

Cleanout

1403 Leister Dr 1403 Leister Dr 02029019U US 146 9 4 Asbestos Cement Yes Single 38 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029021S

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

RENEW LATERALS & INSTALL CLEANOUTS

1402 LEISTER DRIVE

PAINT BRANCH BASIN

217NE02

P5167C10

217NE02

LEISTER DRIVE

WSSC CONTRACT: 62-5713

021K 019U

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

CRLRMH7338S22

ENGINEER:

NO

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

CRLRMH7338S22

TASK ORDER NO. 211

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 2:43 PM - PLOT DATE

PA

TH

T:

\W

SS

C \P

M

A1

O pt io n Ye ar \8

-1

.0

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

D W

G s\

C

-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

CHILTON DRIVE

C H

IL

TO

N C

IR

C

LE

RIG

DAL

E

TE

RRAC

E

LEISTER DRIVE

R

IG

D

ALE TER

R

AC

E

022M

02029022S

1307 1309

LEISTER

DRIVE

12719

12717

12716

12709

CHILTON

CIRCLE

12707

12710

CHILTON

CIRCLE

12708

018U

019U

008N

02029021S

02029022S

S

02029018S

02029023S

023K

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02029022S 6" 8" 147'

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

RENEW LATERALS & INSTALL CLEANOUTS

02029018U 10.8' 48" CEMENTITIOUS LINING

02029023S 6" 8" 150'

02029022M 9.8' 48" CEMENTITIOUS LINING

02029023K 10.1' N/A REPLACE EX. LAMPHOLE WITH NEW MANHOLE

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 297

4" PVC LATERAL LF 127

8"X4" WYE EA 1

8"X4" TEE EA 3

4" CLEANOUT EA 5

48" DIA. PRECAST MANHOLE VF 10.1

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

MH

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)

1301 Chilton Dr 1301 Chilton Dr N/A N/A N/A N/A 4 Asbestos Cement Yes Single 21 No Excavated Renewal of Lateral & Install

Cleanout

1303 Chilton Dr 1303 Chilton Dr In 02029022M N/A N/A N/A 4 Asbestos Cement Yes Single 24 No Excavated Renewal of Lateral & Install

Cleanout

12709 Chilton Cir 12709 Chilton Cir In 02029022M N/A N/A N/A 4 PVC Yes Single 34 No Reconnect

1305 Chilton Dr 1305 Chilton Dr 02029022M US 87 3 4 Asbestos Cement Yes Single 20 No Excavated Renewal of Lateral & Install

Cleanout

12710 Chilton Cir 12710 Chilton Cir 02029022M US 138 9 4 Asbestos Cement Yes Single 38 No Excavated Renewal of Lateral & Install

Cleanout

1307 Chilton Dr 1307 Chilton Dr 02029022M US 143 3 4 Asbestos Cement Yes Single 24 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029022S/02029023S

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

RENEW LATERALS & INSTALL CLEANOUTS

1300 CHILTON DRIVE

PAINT BRANCH BASIN

217NE02

P5167C10

217NE02

CHILTON DRIVE

WSSC CONTRACT: 62-5713

018U

022M

CHILTON DRIVE

WSSC CONTRACT: 62-5713

022M023K

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

CRLRMH7338S22

ENGINEER:

NO

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

CRLRMH7338S22

TASK ORDER NO. 211

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 2:43 PM - PLOT DATE

PA

TH

T:

\W

SS

C \P

M

A1

O pt io n Ye ar \8

-1

.0

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

D W

G s\

C

-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

12710

CHILTON

CIRCLE

12708

12706

12704

026M

025M

008N

S

C H

IL

TO

N C

IR

C

LE

02029023S

S

02029027S

S

027K

1309 1307

C H

IL

TO

N D

R

IV

E

12705

12707

12709

X

REMOVE 33" DIA.

ORNAMENTAL

CHERRY

X

REMOVE 30" DIA.

ORNAMENTAL

CHERRY

SEWER REHABILITATION MANHOLES REHABILITATION

Asset ID Ex.

Diameter

Prop.

Diameter

Length Description Asset ID Depth Diameter Description

02029026S 6" 8" 205' REPLACE MAINLINE SEWER (UPSIZE FROM 6" TO 8"),

RENEW LATERALS & INSTALL CLEANOUTS

02029025M 9.9' 48" CHIMNEY SEAL

02029027S 6" 8" 153' 02029027K 8.6' N/A REPLACE EX. LAMPHOLE WITH NEW MANHOLE

MATERIALS LIST

ITEM UNIT QTY

8" PVC SEWER MAIN LF 358

4" PVC LATERAL LF 215

8"X4" TEE EA 9

4" CLEANOUT EA 9

CHIMNEY SEAL EA 1

48" DIA. PRECAST MANHOLE VF 8.6

CCTV INFORMATION HOUSE CONNECTION CARD

PROPERTY

ADDRESS

BILLING

ADDRESS

REFERENCE

MH

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)

1309 Chilton Dr 1309 Chilton Dr 02029026M N/A N/A N/A 4 Asbestos Cement Yes Single 14 No Excavated Renewal of Lateral & Install

Cleanout

1310 Chilton Dr 1310 Chilton Dr 02029026M N/A N/A N/A 4 Asbestos Cement Yes Single 40 No Excavated Renewal of Lateral & Install

Cleanout

1313 Chilton Dr 1313 Chilton Dr 02029026M N/A N/A N/A 4 Asbestos Cement Yes Single 19 No Excavated Renewal of Lateral & Install

Cleanout

1315 Chilton Dr 1315 Chilton Dr 02029026M N/A N/A N/A 4 Asbestos Cement Yes Single 12 No Excavated Renewal of Lateral & Install

Cleanout

1317 Chilton Dr 1317 Chilton Dr 02029026M DS 36 3 4 Asbestos Cement Yes Single 18 No Excavated Renewal of Lateral & Install

Cleanout

1316 Chilton Dr 1316 Chilton Dr 02029026M DS 40 9 4 Asbestos Cement Yes Single 40 No Excavated Renewal of Lateral & Install

Cleanout

1319 Chilton Dr 1319 Chilton Dr 02029026M DS 109 3 4 Asbestos Cement Yes Single 23 No Excavated Renewal of Lateral & Install

Cleanout

1320 Chilton Dr 1320 Chilton Dr 02029026M DS 129 9 4 Asbestos Cement Yes Single 36 No Excavated Renewal of Lateral & Install

Cleanout

1321 Chilton Dr 1321 Chilton Dr 02029026M DS 178 3 4 Asbestos Cement Yes Single 13 No Excavated Renewal of Lateral & Install

Cleanout

Sewer 02029026S/02029027S

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

RENEW LATERALS & INSTALL CLEANOUTS

1316 CHILTON DRIVE

PAINT BRANCH BASIN

217NE02

P5167C10

217NE02

CHILTON DRIVE

WSSC CONTRACT: 62-5713

026M

025M

CHILTON DRIVE

WSSC CONTRACT: 62-5713

026M 027K

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

CRLRMH7338S22

ENGINEER:

NO

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

CRLRMH7338S22

TASK ORDER NO.211

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 2:44 PM - PLOT DATE

PA

TH

T:

\W

SS

C \P

M

A1

O pt io n Ye ar \8

-1

.0

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

D W

G s\

C

-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

CRLRMH7338S22

SC-1

SC-1

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