drawing - CIVIL_QAC Historic Courthouse RFQ_2026.07.01.pdf

TITLE SHEET

EXISTING CONDITIONS PLAN

DEMOLITION PLAN

DEMOLITION DETAILS

SITE AND DRAINAGE PLAN

SITE DETAILS

SEDIMENT & EROSION CONTROL PLAN

SEC DETAILS

UTILITY PLAN AND DETAILS

SKYLINE FIBER OPTIC DETAILS

PLAN

DEVELOPER

QUEEN ANNE'S COUNTY

DEPARTMENT OF PUBLIC WORKS

312 SAFETY DR

CENTREVILLE, MD 21617

PHONE: (410) 758-0925

OWNER

COMMISSIONERS OF

QUEEN ANNE'S COUNTY

107 N LIBERTY ST

CENTREVILLE, MD 21617

(410) 758-4098

PREMISE ADDRESS

100 COURTHOUSE SQUARE

CENTREVILLE, MD 21617

SITE NOTES

1. PROPERTY SHOWN HEREON IS DESIGNATED AS TAX MAP 44C,GRID 8, PARCEL 935.

2. DEED REFERENCE: BPW 132/643

3. THIS SITE IS ZONED CBD - CENTRAL BUSINESS DISTRICT

3.1. FRONT SETBACK = 0 FEET

3.2. SIDE SETBACK = 0 FEET

3.3. REAR SETBACK = 5 FEET (NOT APPLICABLE)

4. EXISTING USE: INSTITUTIONAL

5. PROPOSED USE: INSTITUTIONAL

6. PROPERTY LINES SHOWN HEREON ARE BASED ON FIELD SURVEYS AS PERFORMED BY

McCRONE ON DECEMBER4, 2023 AND JANUARY 2, 2024.

7. TOPOGRAPHY AND SPOT GRADES SHOWN HEREON WAS OBTAINED FROM THE

AFOREMENTIONED SURVEYS ARE ON NAD 1983 AND NAVD 1988.

8. THE PROPERTY IS SERVED BY THE PUBLIC WATER AND SEWER.

9. SOILS WITHIN THE LIMIT OF DISTURBANCE CONSIST ENTIRELY OF INGLESIDE SANDY LOAM

(IgA), HYDROLOGIC SOIL GROUP A, K FACTOR 0.15, AS PER THE USDA-NRCS WEB SOIL

SURVEY AS OF OCTOBER 2023.

10. THE PROPERTY IS NOT LOCATED WITHIN THE ONE PERCENT CHANCE FLOOD PLAIN

ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S F.I.R.M. MAP FOR

QUEEN ANNE'S COUNTY, PANEL NO. 24035C0212D, DATED: 11/05/2014.

11. THE PROPERTY IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA.

12. THERE APPEAR TO BE NO NON-TIDAL WETLANDS ON THE PROPERTY.

13. THERE ARE NO STEEP SLOPES ON THE PROPERTY.

14. NO FOREST IS PROPOSED TO BE DISTURBED AS PART OF THE PROPOSED DEVELOPMENT.

15. THE PROPERTY IS NOT LOCATED WITHIN A SENSITIVE SPECIES PROJECT REVIEW AREA

ACCORDING TO THE QUEEN ANNE'S COUNTY PROPERTY VIEWER AS OF OCTOBER 2025.

16. THE PROJECT DOES NOT REQUIRE SITE PLAN APPROVAL BY THE TOWN OF CENTREVILLE

PLANNING COMMISSION BECAUSE THERE IS NO CHANGE IN BUILDING AREA. AS A RESULT,

THE PROJECT IS NOT CONSIDERED TO BE A "DEVELOPMENT".

1. THE EXISTING UTILITIES SHOWN IN THESE DRAWINGS IS BASED ON BEST AVAILABLE INFORMATION. NO

GUARANTEE TO THE ACCURACY OF THE LOCATION (HORIZONTAL OR VERTICAL) IS MADE BY THE

ENGINEER. CONTRACTOR TO FIELD VERIFY AND TEST PIT AS NEEDED TO VERIFY THE LOCATION OF THE

EXISTING UTILITIES. THIS SHALL BE DONE AS PART OF THE CONTRACT FOR THE WORK SHOWN IN THESE

DRAWINGS. ANY DAMAGE INCURRED TO SUCH UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE.

2. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING TWO (2) WEEKS PRIOR TO THE START OF

CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING:

3. ALL CONSTRUCTION WITHIN PUBLIC AND PRIVATE ROADS SHALL BE MARKED FOR TRAFFIC AND

PEDESTRIAN SAFETY. ALL SIGNS SHALL BE PLACED IN ACCORDANCE WITH SECTION VI OF THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES.

4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOWN OF

CENTREVILLE DEPARTMENT OF PUBLIC WORKS.

5. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR ANY DEVIATIONS FROM THESE PLANS, UNLESS

SAID DEVIATION IS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL RECEIVE WRITTEN

PERMISSION FROM THE ENGINEER IF A DEVIATION OF THE PLAN IS NECESSARY.

6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROVIDE POSITIVE DRAINAGE IN THE DIRECTION

OF FLOW ARROWS, SPOT GRADES, AND CONTOURS SHOWN HEREON AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING AND MULCHING SHALL BE REPEATED

UNTIL SETTLEMENT SUBSIDES (SEE EROSION AND SEDIMENT CONTROL SPECIFICATIONS).

7. ALL TRASH, TREES, DEMOLITION DEBRIS, AND UNDERBRUSH ARE TO BE CLEARED AND REMOVED OFF

SITE TO AN APPROVED DUMP SITE BY THE CONTRACTOR.

8. ANY EXCESS EXCAVATED MATERIAL PLACED OUTSIDE OF THOSE AREAS DESIGNATED ON THIS PLAN

SHALL MEET APPROVAL OF THE TOWN AND QUEEN ANNE'S COUNTY INSPECTORS AND ENGINEER.

9. ANY EXISTING SURVEY MONUMENTATION THAT IS DISTURBED DURING CONSTRUCTION SHALL BE

REPLACED BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

10. ALL FILL AREAS WITHIN LIMITS OF PAVEMENT, BUILDING CONSTRUCTION, AND OTHER AREAS AS

DESIGNATED ON THESE PLANS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY AND LAID

AND COMPACTED IN 8" MAXIMUM LIFTS.

11. ALL FILL AREAS WITHIN LIMITS OF WALKS, PATIOS, ETC. SHALL BE COMPACTED TO 90% MODIFIED

PROCTOR DENSITY AND LAID AND COMPACTED IN 8" MAXIMUM LIFTS.

12. IF POSSIBLE, EXCAVATIONS AND TRENCHES SHALL NOT REMAIN OPEN OVERNIGHT. IF IT IS NECESSARY

FOR TRENCHES TO REMAIN OPEN, STEEL PLATES, CAPABLE OF BEARING TRAFFIC, SHALL BE USED TO

COMPLETELY COVER THE TRENCH OR SAFETY FENCING SHALL BE INSTALLED TO COMPLETELY ENCLOSE

THE EXCAVATION OR TRENCH. THIS NOTE DOES NOT APPLY TO THE EXCAVATION TO UNCOVER THE

BASEMENT ROOF.

13. THE CONTRACTOR SHALL PROVIDE THE QUEEN ANNE'S COUNTY SWM INSPECTOR AND THE TOWN OF

CENTREVILLE WITH A SET OF RED-LINED AS-BUILTS OF THE PROPOSED STORMWATER FACILITIES. RED

LINES SHALL SHOW THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND PIPING AND

STRUCTURES AS SURVEYED, BEFORE BEING BACKFILLED.

GENERAL NOTES

INDEX OF DRAWINGS

DESCRIPTIONSHEET #

C1.0

C1.1

C1.2

C1.3

C2.1

C2.2

C3.1

C3.2

C4.1

C4.2

VICINITY MAP

SCALE: 1" = 1000'

T

O

C

H

E

S

T

E

R

T

O

W

N

ARCHITECT

TORCHIO ARCHITECTS, INC

205 EAST WATER ST, SUITE A

CENTREVILLE, MD 21617

PHONE: (401) 758-1000

TOTAL SITE AREA =

EXISTING IMPERVIOUS AREA (46.7%) =

IMPERVIOUS AREA TO BE REMOVED =

IMPERVIOUS AREA TO BE ADDED =

RESULTING IMPERVIOUS AREA (45.9%) =

EXISTING BASEMENT FLOOR AREA = 8,058

EXISTING FIRST FLOOR AREA = 3,274

EXISTING SECOND FLOOR AREA = 3,274

TOTAL EXISTING FLOOR AREA = 16,006

FLOOR AREA TO BE REMOVED = 0

FLOOR AREA TO BE ADDED = 0

RESULTING FLOOR AREA = 16,006

SITE STATISTICS

MD DEPARTMENT OF THE ENVIRONMENT INSPECTOR 410-901-4020

TOWN OF CENTREVILLE DEPT. OF PUBLIC WORKS 410-758-1180

QUEEN ANNE'S COUNTY DEPT. OF PUBLIC WORKS 410-758-0925

DELMARVA POWER 410-758-0830

MISS UTILITY 800-441-8355

SELECT ENGINEERING 410-758-2237

QAC HISTORIC COURTHOUSE

SITE, SEC, AND UTILITY PLANS

SITE AND CONSTRUCTION PLANS

R

D

R

D

U

S

SITE

Renovation of the historic Queen County Courthouse is anticipated to involve little to no change in site layout, and we estimate a net reduction in impervious area of 302 sqft. Pursuant to section 14:4-9 B. (3) and 14:4-9 C. (3) of the Queen Anne's county code, the design team hereby requests a waiver from the requirement to provide stormwater quantity management and stormwater quality management. It is not feasible to provide stormwater practices onsite for the following reasons:

1. There is a lack of available pervious space on the property that is not encumbered by mature trees.

2. The only location onsite that has the potential for a stormwater outfall is along North Liberty Street. The building (including underground basement) and perimeter sidewalks occupy almost the entirety of the north portion of the lot, such that no stormwater practices can be placed in proximity to the outfall locations.

3. It is not advisable to provide onsite ESD practices that rely on infiltration because of the existence of the basement. The Maryland Stormwater Manual specifically indicates that practices that rely in infiltration should not be located close to buildings were basement seepage may occur.

4. The historic nature of the 233-year-old building and site makes it important to avoid removing trees or adding features that detract from the aesthetic value of the site.

Refer to waiver letter approved by Lee Edgar, P.E. dated January 7, 2025.

STORMWATER MANAGEMENT WAIVER

RENOVATION PROJECT

SURVEYOR

McCRONE

320 PENNSYLVANIA AVE

CENTREVILLE, MD 21617

PHONE: (410) 758-2237

ENGINEER

SELECT ENGINEERING

PO BOX 103

CENTREVILLE, MD 21617

PHONE: (301) 529-2368

31184

1/16/2027

P L O

T T

E D

J u l p m

A P

P R

O V

E

B

Y

D A

T E

S O

I L

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

W

R

K S

Q A o

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e E

N G

B a s e d w g T a b

T

I

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

MAP 44C

PARCEL

DEED

REFERENCE

USE

936 NOT LISTED

824 3 S ASSOCIATES L L C 1822/ 530

833 132/ 643

834 FARMERS NATIONAL BANK OF MD 117/ 24 VACANT

835 APG REAL PROPERTIES LLC 2273/ 329 COMMERCIAL

836 SMITH REBECCA S & RICHARD A J/T 1229/ 287 COMMERCIAL

TABLE OF ADJACENT PROPERTIES

STARTING WITH THE LIBERTY BUILDING, PROCEEDING CLOCKWISE

ALL LISTINGS ARE NOW OR FORMERLY (N/F)

OWNER NAME

COUNTY COMMISSIONERS OF

QUEEN ANNE'S CO

837 HIBERNIA ROAD LLC 774/ 6 COMMERCIAL

838 117/ 20 COMMERCIAL

773 01952/ 00424

768 ESLAWYER LLC 2152/ 106 COMMERCIAL

767 THOMPSON BUILDING LLC 1498/ 464 COMMERCIAL

767-TRACT 2 CLAIBORNE FARM INC 1033/ 430 COMMERCIAL

754 CALLAHANS APPLIANCES INC 2/ 454 COMMERCIAL

766 653/ 103

917 CENTREVILLE TOWN NOT LISTED

918 MONTE VISTA INVESTMENTS LLC 2461/ 439 COMMERCIAL

919 GRIFFIN DAVID R 2902/ 146 COMMERCIAL

920 WEST THOMAS GIFFORD 2214/ 390 COMMERCIAL

921 HARPER JOHN F III ROTH KAREN L 484/ 00524 COMMERCIAL

922 WESTON GROUP LLC 1050/ 545 COMMERCIAL

925 540/ 8916 COMMERCIAL

923 WESTON GROUP LLC 0.6 COMMERCIAL

916 SHORE UNITED BANK 4/ 379 MAIN BANK

DEPARTMENT OF EMERGENCY

SERVICES OFFICE OF THE FIRE

MARSHAL CERTIFICATE

THIS IS TO CERTIFY THAT THIS SITE PLAN WAS APPROVED BY THE QUEEN

ANNE'S COUNTY DEPARTMENT OF EMERGENCY SERVICES - OFFICE OF

THE FIRE MARSHAL ON THE DAY OF , 20 .

JEFFREY MORGAN, FIRE MARSHAL .

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

STATE OF MD TO THE BOARD OF

PUBLIC WORKS

BRANCH BANKING & TRUST

COMPANY

COUNTY COMMISSIONERS OF

QUEEN ANNE'S COUNTY THE

CALLAHAN MARGARET

CALLAHAN MARK

EXEMPT

COMMERCIAL

EXEMPT

COMMERCIAL

EXEMPT

COMMERCIAL

DRUMMOND CHRISTOPHER F

DRUMMOND CINDY LEE

906 TOWN COUNCIL OF CENTREVILLE 2584/ 260 COMMERCIAL

924 117 LAWYERS ROW L L C 1819/ 13 COMMERCIAL

COMMERCIAL

COMMERCIAL

EXEMPT

COMMERCIAL

EXISTING SITE PLAN

SCALE: 1"= 20'

ENLARGED VIEW OF EXISTING BUILDING

SCALE: 1"=10'

31184

1/16/2027

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

I L

C

O N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e

C

A D

C o u r t h o u s e E

N G

B a s e d w g T a b

E

X

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

EX. WELL TO BE CAPPED BY OTHERS PRIOR TO CONSTRUCTION WITH SLURRY

PUMPED TO 3' BELOW EXISTING SLAB ELEVATION.

KEY NOTE

31184

1/16/2027

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e E

N G

B a s e d w g T a b

D e m o

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

EXISTING VENT PIPE TO BE REMOVED IF NOT PART OF NEW WORK.

THE EXISTING WELL TO BE ABANDONED AND SEALED IN PLACE BY OTHERS IN

ACCORDANCE WITH MARYLAND STATE REGS. IF PRESENT, EXISTING STEEL CASING

TO BE CUT DOWN BY CONTRACTOR TO LIMIT OF EXISTING SLURRY. EXISTING

STANDPIPE FOOTINGS CAN REMAIN ABANDONED IN PLACE, OR CONTACT ENGINEER

IF INTERFERENCE EXISTS.

RE-ROUTE EXISTING WIRING AND CONDUIT AS SHOWN ON SHEET C4.1 AND THE

ELECTRICAL PLANS.

NOTE THAT STAIRS SHALL REMAIN IN USE THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL NOT DAMAGE EXISTING STAIR FOOTING DURING REMOVAL OF

EXISTING CONCRETE WALK.

REMOVE EXISTING ROOF DRAIN ENTRY POINT AND ROUGHLY 10' OF UNDERGROUND

PVC PIPE WHILE ONLY DISTURBING TURF GRASS AND CAUSING NO IMPACT TO

UNDERGROUND UTILITIES, BRICK SIDEWALK, ETC. COORDINATE WITH

ENGINEER/ARCHITECT TO DISCUSS OPTIONS TO REMOVE ADDITIONAL PIPE OR TO

PROVIDE AN AS-BUILT PLAN FOR ABANDONED ROOF DRAIN PIPE TO REMAIN.

CONTRACTOR SHALL REMOVE 10 LF OF EXISTING 6" HIGH BRICK CURB ON

BASEMENT STAIR ROOF WITHOUT DAMAGING UNDERLYING CONCRETE STAIRWAY

ROOF DECK . (NOTE THAT LIMITS OF REMOVAL DO NOT INCLUDE THE "U" OF BRICK

UNDER THE EXISTING STAIRWELL HANDRAILS.) REFER TO SHEETS BE1.0 - 1.2

REGARDING SLOPE MODIFICATIONS AND WATERPROOFING DETAILS FOR THE ROOF

DECK. REFER TO SHEET C2.1 FOR GRADING INFORMATION SHOWING THE FINISHED

TURF GRASS GRADE RUNNING CONTINUOUSLY OVER TOP OF THE ROOF DECK

FROM THE COURTHOUSE WING TO THE BROADWAY CURB.

SAWCUT AT NEAREST CURB CONTROL JOINT AND BRICK WALK GROUT LINE AND

ENTRANCE. REPLACE CURB & GUTTER IN KIND.

CONTRACTOR SHALL BE AWARE OF DAILY SCHOOL BUS TRAFFIC SEASONALLY IN

THE MORNING AND AFTERNOON HOURS, AND SHALL ADJUST MAJOR DELIVERIES,

TRASH HAULING, ETC. ACCORDINGLY.

KEY NOTES

CONSTRUCTION FENCE LOCATION PLAN

SCALE: 1" = 20'

DEMOLITION NOTES

1. THE CONTRACTOR SHALL MINIMIZE TEMPORARY PARKING IN THE ON-STREET SPACES

SURROUNDING THE SUBJECT PROPERTY. CONTRACTOR PARKING AND VEHICLE/TRAILER

STORAGE IS AVAILABLE AT THE COUNTY COMMISSIONER'S PROPERTY LOCATED TO THE

NORTH OF THE "NIELSEN CENTER" BUILDING AT 205 N LIBERTY STREET. AN AREA OF

ROUGHLY 22'x136' IS AVAILABLE ON THE NORTH SIDE OF THE LOT (MAP 44C, PARCEL 882)

OUTSIDE OF THE TRAVEL LANE. SEE NEXT SHEET .

2. THE CONTRACTOR IS WELCOME TO COORDINATE WITH THE DEVELOPER FOR TEMPORARY

MATERIAL STOCKPILING AND STORAGE OF VARIOUS ITEMS AT THEIR PROPERTY AT VINCIT

STREET AND MD RTE 304 (MAP 44F, PARCEL 60, LOT 19) OR AT THE DPW YARD AT 312

SAFETY DRIVE. SUCH ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO: STONE BENCHES

AND MONUMENTS, METAL FIRES ESCAPE STAIRWAY, BUILDING SPOTLIGHT, ETC. PROVIDE

SILT FENCE AROUND ANY SOIL STOCKPILE AREAS PER DETAIL E-1 ON SHEET C3.2,

SEDIMENT & EROSION CONTROL DETAILS.

3. EXISTING UTILITY POLES, CONDUITS AND APPURTENANCES TO BE RELOCATED SHALL BE

COORDINATED WITH THE APPROPRIATE UTILITY COMPANIES.

4. THE BASE BID SHALL INCLUDE AN ITEM FOR THE CONTRACTOR TO HIRE A PRIVATE UTILITY

MARKING FIRM TO VERIFY AND SUPPLEMENT THE MARKINGS PROVIDED BY MISS UTILITY.

TREE PROTECTION

LUMBER WRAP (TYP. OF 9)

SEE DETAIL SHEET C1.3

SUGGESTED

ROLL-OFF

DUMPSTER

LOCATION

5. THE OWNER/ENGINEER HAS CONTRACTED DIRECTLY WITH SKYLINE TECHNOLOGY SOLUTIONS TO

UPGRADE THE FIBER OPTIC SERVICE THROUGH AND SERVING THE COURTHOUSE SITE. THE CONTRACTOR SHALL

INSTALL THE REQUIRED HAND HOLE BOXES AND CONDUIT WITH TRACER WIRE AND MULE TAPE AS SHOWN ON SHEETS

C4.1 AND C4.2. SKYLINE WILL INSTALL FIBER OPTIC CABLING UTILIZING THE CONTRACTOR-INSTALLED CONDUIT FROM

HANDHOLE TO THE DMARC, AND MAKE ALL REQUIRED SPLICES/TERMINATIONS. CONTRACTOR SHALL COORDINATE HIS

WORK WITH SKYLINE AND INITIATE THE SPECIFIED PRE-CONSTRUCTION MEETING. CONTRACTOR SHALL PROVIDE

WRITTEN NOTICE TO THE ENGINEER IN THE EVENT OF CONFLICT OR DISCREPANCY BETWEEN THE SKYLINE AND CIVIL

DRAWINGS.

NOTE: CONTRACTOR SHALL SUBMIT A SITE UTILIZATION PLAN

SHOWING LOCATION OF DUMPSTER(S), CONSTRUCTION TRAILER(S),

CONSTRUCTION FENCE, MATERIAL STAGING, ETC. TO THE ENGINEER

FOR REVIEW PRIOR TO START OF CONSTRUCTION.

SEE SHEET C2.2 FOR SEWER DETAILS

AND BRICK WALK REMOVAL DETAIL

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b e t

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

NOT TO SCALE

TREE PROTECTION LUMBER WRAP DETAIL

NOT TO SCALE

CONSTRUCTION DETAIL

2-3"

8'-0"

12"

2" DIA. GALV. TUBING (TYP.) WITH

CORNER REINFORCEMENT

NOTES:

1. PROVIDE CONCRETE BASE BLOCKS WITH 2 HOLES EACH TO ACCEPT

VERTICAL POSTS. WEIGHT BLOCKS TO PROVIDE ADEQUATE STABILITY

FOR 40 MPH WIND GUSTS.

2. PROVIDE CLIPS TO CONNECT ADJACENT FENCE SECTIONS.

3. GATES MAY CONSIST OF MOVABLE SECTIONS OF FENCE WITH CLIPS

REMOVED.

NOT TO SCALE

22' x 136' PARKING

AREA. STRIPED

BY OWNER

NOT TO SCALE

OFFSITE STORAGE AT VINCIT STREET

RUTHSBURG RD

(MD ROUTE 304)

QAC HIGH

SCHOOL

YMCA

PLAN

1. TEMPORARY USE OF THIS PROPERTY FOR ANY

PURPOSE IS ENTIRELY OPTIONAL. SHOULD

THE CONTRACTOR DECIDE TO DO SO, THEY

SHALL BE ENTIRELY RESPONSIBLE FOR THE

PLANNING AND PERMITTING (I.E. GRADING

PERMIT) REQUIRED TO USE THE PROPERTY

FOR THE DESIRED USE, AND AT THEIR

EXPENSE.

2. CONTRACTOR SHALL COORDINATE WITH THE

OWNER AT LEAST 2 WEEKS BEFORE UTILIZING

THIS PROPERTY FOR ANY PURPOSE TO

DISCUSS AND COORDINATE

MOWING/CLEARING, ACCESS LOCATION(S),

FENCING HOURS OF OPERATION, ETC.

3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING

CONSTRUCTION FENCING FOR SECURITY

PURPOSES AND PUBLIC SAFETY AT THEIR

EXPENSE FOR THE ENTIRE TIME THE PARCEL IS

IN USE.

4. IF THIS PARCEL IS TO BE USED FOR ANY

PURPOSE, CONTRACTOR SHALL INSTALL A

STABILIZED CONSTRUCTION ENTRANCE AT

EVERY VEHICLE ENTRANCE LOCATION AT

THEIR EXPENSE.

5. IF ANY TOPSOIL, SOIL, OR AGGREGATE

MATERIAL, SUCH AS CR-6, IS TO BE STORED ON

THIS PARCEL, THE STOCKPILE AREA SHALL BE

SURROUNDED ON ALL SIDES WITH SILT FENCE

PER DETAIL E-1 ON SHEET C3.2 AT THEIR

EXPENSE. WASHED STONE THAT IS PEA

GRAVEL OR LARGER, IS EXEMPT FROM THIS

REQUIREMENT.

OPTIONAL USE NOTES

STORAGE LOT IS 2.0 MILES FROM THE

CONSTRUCTION SITE, ROUND TRIP.

FIRE SAFETY PLAN - 400' HYDRANT CIRCLES - SEE SHEET C4.1

SCALE: 1"=60'

NOTE, THE ENTIRETY OF THE

EXISTING BUILDING FALLS WITHIN

SIX (6) HYDRANT CIRCLES AND IS

WITHIN 500' OF THE FIRE

DEPARTMENT BUILDING

PLAN

FIRE HYDRANT #2

FIRE HYDRANT #3

FIRE HYDRANT #5

FIRE HYDRANT #4

FIRE HYDRANT #1

400' RADIUS FIRE

HYDRANT CIRCLE

PATH OF HOSE

DRAG FROM

HYDRANT #5

FIRE HYDRANT #6

GOODWILL VOLUNTEER

FIRE DEPARTMENT

BUILDING

OFFSITE PARKING NEAR NIELSEN BUILDING

PROVIDE ONE PUBLIC

PARKING SIGN PER

DETAIL THIS SHEET

W11-2 PEDESTRIAN SIGN DETAIL

NOT TO SCALE

1. SIGN SHALL BE LOCATED 2' TO 3' BEHIND EDGE

SIDEWALK, AND BESIDE THE EXISTING SIGN

READING "DEPARTMENT OF COMMUNITY SERVICES.

FINAL LOCATION TO BE APPROVED BY ENGINEER.

2. PROVIDE 24" x 24" BLUE SIGN WITH WHITE "P" AND

RIGHT-POINTING WHITE ARROW, 1.5" ROUNDED

CORNERS, AND STANDARD ENGINEER-GRADE

REFLECTIVE SURFACE

3. SIGN MATERIAL SHALL BE 80 MIL ALUMINUM

POST SECTION

MOUNTING

3 1/2"

1 1/4"

4 LB/FT "U"

CHANNEL

(GALVANIZED)

5/16" MACHINE

SCREW OR

BOLT

NUT AND

LOCK

WASHER

SIGN

F R

O N

T

D

E P

T H

F

G

R E

A T

E R

M

I N

M

I N

I M

U M

10"

P

C

D

E S

POST & MOUNTING

PER DETAILS AT LEFT

MOWING

EDGE

CONCRETE

FOOTING

POST

SIGN GRAPHIC

SITE PLAN

SCALE: 1"=10'

31184

1/16/2027

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b i t e

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

EX. CONCRETE STAIR FOUNDATION TO BE MODIFIED PER DETAIL ON SHEET C2.2 TO REMOVE A

PORTION OF EXISTING CONCRETE AND ADD A NEW GALVANIZED TREAD.

PROVIDE FOUR (4) ELECTRIC PEDESTALS AND WIRING/CONDUIT. REFER TO ELECTRICAL PLANS

FOR ADDITIONAL DETAILS. EXACT LOCATION OF FIXTURES AND CONDUIT TO BE DETERMINED.

BRICK SIDEWALK ALONG THE BROADWAY CURB LINE AT 2% MINIMUM AND 5% FOR 10' AWAY FROM

THE BUILIDING WHEREVER POSSIBLE. REFER TO SHEETS BE1.0 - 1.2 REGARDING SLOPE

MODIFICATIONS AND WATERPROOFING DETAILS FOR THE ROOF DECK.

PROVIDE DUPLEX 1 HP SUMP PUMPS PLUMBED TO A COMBINED 1

" FORCE MAIN DISCHARGING

INTO THE NEAREST NYLOPLAST CATCH BASIN. DO NOT CONNECT TO THE ROOF DRAIN PIPE.

PACKAGE SHALL INCLUDE NEW ELECTRICAL SERVICE IN CONDUIT, FLOAT SWITCHES, AND HIGH

WATER ALARM LIGHT WITH BUZZER. SEE ELECTRICALS.

CONNECT PROPOSED 6" PVC (SDR-35) ROOF DRAINS TO EXISTING 18" NYLOPLAST INLETS WITH

(SDR-35) PERIMETER FOUNDATION DRAINS TO EXISTING 18" NYLOPLAST INLETS WITH

COORDINATE WITH ELECTRIC UTILITY OWNER TO PROVIDE NEW UTILITY SERVICE FROM POLE AT

CORNER OF LIBERTY ST. AND BROADWAY TO LOCATION SHOWN ON ELECTRICAL DRAWINGS.

REMOVE AND RECYCLE/DISCARD EXISTING GUARDRAIL AND STAIRWAY HANDRAILS. REMOVE AND

RECYCLE/DISCARD EXISTING LIGHT POLE (SEE ELECTRICALS FOR REPLACEMENT). ENSURE TOP

OF BRICK "U" AROUND STAIRS, INCLUDING POST HOLES, ARE SEALED TO PREVENT WATER

INTRUSION INTO UNDERLYING STRUCTURE. CLEAN EXISTING TOP OF BRICK WITH ACID WASH

AND INSTALL AN ADDITIONAL COURSE OF ROWLOCK BRICK TO MATCH EXISTING. INSTALL

PROPOSED GUARDRAIL AND STAIRWAY HANDRAILS PER DETAIL ON SHEET C2.2.

TURN UP 4" ROOF DRAIN PIPES TO ACCEPT FLOW FROM DOWNSPOUT BOOTS (SEE

ARCHITECTURALS FOR DOWNSPOUT AND BOOT LOCATIONS). ROOF DRAIN PIPES SHALL BE A

MINIMUM DIAMETER OF 4" PVC (SDR-35) AT 2.0% MINIMUM SLOPE WHEREVER THEY CONNECT TO A

DOWNSPOUT BOOT. ROOF DRAIN COLLECTOR PIPES SHALL BE 6" PVC (SDR-35) AT 2.0% MIN.

COORDINATE WITH THE MEP PLANS TO PROVIDE AN "EL"-SHAPED 1" DIAMETER ELECTRICAL

CONDUIT UNDER THE LOCATION OF THE PROPOSED IRRIGATION CONTROLLER, INSIDE THE

EQUIPMENT ENCLOSURE. THE CONDUIT SHALL EXTEND UP A MINIMUM OF 12" ABOVE THE SLAB, AND SHALL EXIT THROUGH THE MASONRY WALL ROUGHLY 12" BELOW THE EXTERIOR GRADE.

PROVIDE A LONG-SWEEP BEND TO FACILITATE RUNNING IRRIGATION CONTROL WIRES SOUTH TO

THE EXISTING IRRIGATION BOX.

PROVIDE 16 LF OF 4" PVC (SCHED 40) PIPE TO ACT AS A SLEEVE FOR EASY CONNECTION OF

SPRINKLER MAINS BETWEEN THE SOUTH SIDE CONTROL-BOX AND THE NORTH-SIDE LAWN.

SLEVES SHALL BE 2" MINIMUM BELOW THE BRICK SIDEWALK PAVERS. PROVIDE TEMPORARY

TAPED CAPS TO KEEP SLEEVES CLEAN UNTIL NEEDED.

KEY NOTES

MATCHLINES

REFER TO SHEET C3.1 FOR EARTHWORK TRENCHING AND EXCAVATION RELATED TO

WATERPROOFING AND INSTALLATION OF ROOF DRAINS AND OPTIONAL FRENCH DRAINS.

REFER TO ARCHITECTURALS AND SHEETS BE1.0 - 1.2 FOR WATERPROOFING DETAILS.

COORDINATION NOTE:

NOT TO SCALE

EQUIPMENT ENCLOSURE DETAIL

SEE 4/E501 FOR GENERATOR

PAD DETAIL, WHICH SHALL BE

CONSTRUCTED BEFORE THE

SURROUNDING CONCRETE

SLAB. TOP ELEV = 62.10

PROPOSED UTILITY

TUNNEL. SEE

ARCHITECTURALS

ENSURE 1.5" MIN. GAP

BELOW GATES TO ALLOW

FOR WATER DRAINAGE

CONTROL JOINT

(TPYICAL)

NOTES:

1. SEE MEP SHEETS FOR RELEVANT DETAILS AND LOCATION OF GENERATOR PAD .

2. SEE 2/S2.2 FOR 6" THICK CONCRETE PAVING AND EQUIPMENT HOUSEKEEPING PAD

3. COORDINATE LOCATION INSIDE EQUIPMENT ENCLOSURE FOR IRRIGATION CONTROLLERS.

PROVIDE 1" MIN. DIA. ELECTRICAL CONDUIT WITH LONG-SWEEP ELBOW FOR CONTROL

WIRING (WIRING BY OTHERS). CONDUIT SHALL EXTEND 48" ABOVE CONC. SLAB AND 24"

MIN OUTSIDE MASONRY WALL. PROVIDE 2 TAPED CAPS AND TEMPORARY STAKE

MARKING BURIED CAP LOCATION.

4. PROVIDE EXPANSION JOINTS BETWEEN THE CONCRETE PAVING AND THE GENERATOR

PAD AS WELL AS ANY VERTICAL WALLS, EXISTING OR PROPOSED. JOINTS SHALL BE

WIDE WITH PREFORMED EXPANSION JOINT MATERIAL.

5. PROVIDE TOOLED OR SAWCUT CONTROL JOINTS TO SUIT THE LAYOUT SHOWN ON THE

EQUIPMENT ENCLOSURE DETAIL, THIS SHEET. REFER TO CONTROL JOINT DETAIL 12/S2.1.

6. PROVIDE A BROOM FINISH FOR CONCRETE PAVING AND SMOOTH HOUSEKEEPING PADS.

SEE NOTE 3

SEE NOTE 3

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b t

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

NOT TO SCALE

4" PERFORATED STORM DRAIN PIPE DETAIL

4" PERFORATED PERIMETER

FOUNDATION DRAIN DETAIL

NOT TO SCALE

2:00

4:008:00

DOWN (6:00)

UP (12:00)

T

Y

P

" DIA.

HOLES

EVERY 6"

(USE THIS DETAIL IF DRILLING PERFORATIONS MANUALLY)

STORMWATER CLEANOUT DETAIL

NOT TO SCALE

FLOW

6"x4" WYE FOR

ROOF DRAIN, 4"x4"

FOR PERFORATED

STORM DRAIN

FINISHED GRADE

OPTIONAL FOR ROOF

BELOW GRADE AND

PROVIDE 12" OF #4 REBAR

FOR MAGNETIC LOCATION

ROOF DRAIN AND

E X

I S

T I N

G

B A

S E

M E

N T

PROPOSED WATERPROOFING

& INSULATION (NOT SHOWN)

PER ARCHITECTURALS AND

SHEETS BE1.0 - 1.2

DRAINAGE AND

PROTECTION BOARD

FILTER FABRIC PER

NOTE 4 OVERLAPPED

MIN. 24" ON ROOF

8" - 12"

18" - 24"

V A

R I E

S

T

O

FILL #2 SELECT FILL

COMPACTED TO

ROOF DRAIN HAUNCH

FILL AREA #1

#57 DOUBLE-

WASHED STONE

FILL AREA #3

COMMON FILL

IMPERVIOUS

MEMBRANE PER

NOTE 3

NOTES:

1. REFER TO ARCHITECTURALS AND SHEETS BE1.0 - 1.2 FOR WATERPROOFING DETAIL S.

2. SEE PLAN VIEW FOR ORIENTATION AND PIPE LOCATIONS. NOTE THAT THE 4" PERFORATED STORM DRAIN

SHALL BE CONSTRUCTED FIRST, CONSIDERING IT IS LOWER IN THE GROUND.

3. ROOF DRAIN ENTERS THE EXISTING CATCH BASINS LOWER THAN THE PERFORATED STORM DRAIN TO

PREVENT BACKFLOW UP THE STORM DRAIN PIPE.

4. IMPERVIOUS MEMBRANE SHALL BE 40 mil EPDM OR EQUAL, COORDINATE WITH ROOFING CONTRACTOR.

5. FILTER FABRIC SHALL BE CLASS "C" GEOTEXTILE SUCH AS: AMOCO 4552, GEOLON N 70, WEBTEC N

07,CARTHAGE FX-80 S, OR MIRAFI 180-N.

6. CONTRACTOR SHALL PROVIDE ENGINEER AND OWNER WITH: ALL MATERIAL TICKETS, DIGITAL PICTURES

DOCUMENTING PIPES BEFORE BACKFILLING FOR EACH STEP OF PIPE INSTALLATION, AND REDLINE PLANS

SHOWING AS-BUILT DIMENSIONS.

7. PROVIDE 6" METALLIC DETECTION TAPE, 12" ABOVE ALL UNDERGROUND PIPES

ADHERED SHEET

MEMBRANE

SCHEDULE

40 PIPE

NOT TO SCALE

BRICK PAVER DETAIL

APPROVED

SUBGRADE

4" CONCRETE

BRICK TO MATCH EXISTING

AND PER ENGINEER/

ARCHITECT

SLOPE 1% MIN, 2% MAX

MORTARED JOINTS TO

MATCH EXISTING

" MIN. MIXTURE OF 4

PARTS SAND AND 1 PART

PORTLAND CEMENT

BETWEEN CONCRETE

FOUNDATION AND BRICK

NOTES:

1. CONCRETE SHALL BE SHA MIX No. 3.

2. BRICK MATERIAL AND PATTERN SHALL MATCH EXISTING RUNNING BOND WITH PERPENDICULAR

EDGING.

3. EXPANSION JOINTS AT INTERVALS NOT GREATER THAN 50'IN BOTH CONCRETE AND BRICK.

4. FILL UP TO SIDEWALK EDGE WITH COMMON FILL AND 4" TOPSOIL AND EITHER SOD FOR AREAS

ABOVE THE BASEMENT ROOF OR SEED AND MULCH IN OTHER AREAS.

5. GRASS AREAS ADJACENT TO THE SIDEWALK SHOULD SLOPE AT 1% MIN. TO THE ADJACENT STREET.

6. MAXIMUM LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL SHALL BE 5%, EXCLUSIVE OF

HANDICAP RAMPS, WHICH SHALL BE SLOPED AT A MAXIMUM OF 1:12.

7. ALL BRICK SIDEWALKS AND RAMPS SHALL COMPLY WITH ADA REQUIREMENTS PER THE MOST

UP-TO-DATE STATE AND FEDERAL REGULATIONS.

MODIFICATION DETAIL

NOT TO SCALE

EXISTING STAIR FOOTING

NOTES:

1. PROPOSED DIAMOND-TREAD GALVANIZED STEEL

STAIR TREAD TO MIMIC EXISTING. TREAD SHALL HAVE

REAR "U" REINFORCING REMOVED TO SIT FLAT ON

EXISTING CONCRETE. TREAD SHALL FIT WITHIN THE

EXISTING STAIR STRINGERS WITH

" SIDE CLEARANCE.

TREAD SHALL SIT ON BLACK 60 MIL EPDM MEMBRANE

TRIMMED TO MATCH TREAD DIMENSIONS. FASTEN

TREAD IN PLACE WITH SIX 2.5" TAPCON FLAT-HEAD

MASONRY SCREWS THROUGH MEMBRANE AND

COUNTERSUNK FLUSH WITH STAIR TREAD.

PROPOSED CROSS SECTION

REMOVE 10" OF

PREVIOUSLY ADDED

CONCRETE

EX. CONC. FOOTING

EX. CONC. WALK

ELEV=59.83

EX. FOOTING

EX. STAIRS AND

HANDRAIL TO

REMAIN

" PARGE ON FACE

OF EX. CONCRETE

PROPOSED

BRICK WALK

ELEV=59.70

(7" RISER)

SEE NOTE 1

PROPOSED CROSS SECTION

4.2%

EXISTING CONDITIONS PHOTO

EXISTING PREVIOUSLY

ADDED CONCRETE TO BE

REMOVED AT EXISTING JOINT

4" PERFORATED

PVC (SDR-35)

PERIMETER

FOUNDATION DRAIN

AT 1.0% SLOPE MIN.

6" SOLID PVC

(SDR-35) ROOF

DRAIN AT 1.0%

SLOPE MIN.

D E

P T

H

V

A R

I E

S

S

L O

P E

(DETAIL DOES

NOT APPLY TO

ROOF DRAINS)

PERIMETER

FOUNDATION

DRAIN

ROOF DRAIN

SEE

NOTE 7

SEE NOTE 7

EXISTING BRICK WALK, BENCHES

AND MONUMENT DETAIL

NOT TO SCALE

SEE SHEET C1.2. EXISTING BRICK WALK, BENCHES AND MONUMENT TO BE RECONSTRUCTED

AT COMPLETION OF PROJECT. STONE AND METAL COMPONENTS TO BE STORED DURING

THE DEMOLITION PHASE AND PROTECTED FROM DAMAGE AT CONTRACTOR'S EXPENSE.

NOT TO SCALE

BRICK PAVER REMOVAL DETAIL

CROSS-HATCHED AREA

REPRESENTS THE BRICK

PAVER AREA OF 5,150

SQFT TO BE REMOVED IN

THE BASE BID

SEDIMENT & EROSION CONTROL PLAN

SCALE: 1"=10'

"FOLLOWING INITIAL SOIL DISTURBANCE OR

REDISTURBANCE, PERMANENT OR TEMPORARY

STABILIZATION SHALL BE COMPLETED WITHIN THREE

CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER

CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES,

AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1

VERTICAL (3:1); AND SEVEN DAYS AS TO ALL OTHER

DISTURBED OR GRADED AREAS ON THE PROJECT SITE."

STANDARD STABILIZATION NOTE

NOTE:

EROSION AND SEDIMENT CONTROL

WILL BE STRICTLY ENFORCED.

TOTAL SITE AREA 36,650 SQ.FT.

LIMIT OF DISTURBANCE (ONSITE) 19,935 SQ.FT

PROPOSED IMPERVIOUS AREA 10,860 SQ.FT

VEGETATIVELY STABILIZED AREA 9,075 SQ.FT

SEDIMENT & EROSION CONTROL

SITE INFORMATION:

1. CONTACT THE QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS AT 1-410-758-0925 AND THE

TOWN OF CENTREVILLE DPW AT 410-758-1180, A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START

OF CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING. (2 WEEKS)

2. CONTACT MISS UTILITY TO HAVE ALL ONSITE AND OFFSITE UTILITIES MARKED AND VERIFY ALL

MARKINGS WITH THE CONTRACTOR'S UTILITY LOCATION SERVICE. ( 2 WEEKS)

3. INSTALL STABILIZED CONSTRUCTION ENTRANCE, TREE PROTECTION LUMBER WRAP (SHEET C1.3), AND PERIMETER CONSTRUCTION FENCE (SHEET C1.3). (4 DAYS)

4. BEGIN BUILDING RENOVATIONS. NOTE THAT MANY OF THE FOLLOWING TASKS ARE ANTICIPATED

TO BE PERFORMED AT THE SAME TIME. TIME FRAMES LISTED ARE FOR THE TIME TO COMPLETE

EACH TASK AND DO NOT REPRESENT TIME SAVINGS BY OVERLAPPING TASKS. (MANY MONTHS)

5. SAWCUT EX. CONCRETE INSIDE EQUIPMENT CORRAL AND REMOVE SLAB AS INDICATED ON SHEET

C1.2. IF NECESSARY, CUT DOWN THE EXISTING WELL CASING BELOW GRADE. (1 WEEK)

6. WATERPROOF THE BASEMENT ROOF UNDER THE EXISTING EQUIPMENT CORRAL AS EXPLAINED IN

THE ARCHITECTURALS (3 WEEKS)

7. REMOVE EXISTING WATER METER AND EXTEND 6" PVC WATER SERVICE INTO THE BUILDING CRAWL

SPACE. INSTALL FIRE DEPARTMENT CONNECTION AND SIGN. (3 WEEKS)

8. CONTINUE WITH BUILDING RENOVATIONS. AS CONSTRUCTION COMPLETION IS NEARING, PERFORM

THE FOLLOWING TASKS IN ANY ORDER: (MANY MORE MONTHS)

9. INSTALL PERIMETER FILTER LOGS, AND EXCAVATE TO EXPOSE THE BASEMENT ROOF, REMOVING

SPOIL MATERIALS TO AN APPROVED OFFSITE DISPOSAL SITE. PERFORM WORK ASSOCIATED WITH

THAT JOB, SUCH AS INSTALLATION OF THE PERIMETER PERFORATED STORM DRAIN. (8 WEEKS)

10. INSTALL FILTER LOGS IF NOT ALREADY IN PLACE. INSTALL ROOF DRAINS, INLETS, ETC.

COORDINATE INLET LOCATIONS WITH DOWNSPOUT BOOTS LOCATIONS. (3 WEEKS)

11. RE-INSTALL SPOT LIGHT AND AND REHABILITATE PUMP CHAMBER PER PLAN, INCLUDING

ELECTRICAL WORK. (1 WEEK)

12. ONCE ITEMS 9 - 11 ARE COMPLETE, FILL THE WORK AREA ABOVE THE ROOF DRAINS AND BASEMENT

ROOF TO MIMIC EXISTING GRADES AND STABILIZE WITH 4" TOPSOIL AND SOD. SPREAD WEED/FEED

TIME-RELEASE SOIL AMENDMENTS AT RECOMMENDED INTERVALS THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL MINIMIZE WORK ACTIVITIES OVER THE SODDED AREA FOR THE REMAINDER

OF CONSTRUCTION. (2 WEEKS)

13. CONSTRUCT UTILITY TUNNEL BETWEEN THE BASEMENT AND EQUIPMENT CORRAL AND

WATERPROOF BASEMENT ROOF UNDER THE EXISTING 6' CORRAL WALLS. CONTINUE MECHANICAL

AND ELECTRICAL CONNECTIONS IN THIS AREA AND POUR NEW CONCRETE SLAB WITHIN THE

EQUIPMENT ENCLOSURE TO SUPPORT MECHANICAL EQUIPMENT. (4 WEEKS)

14. INSTALL A NEW UNDERGROUND ELECTRICAL SERVICE LINE, METER, AND TRANSFORMER.

(2 WEEKS)

15. CONSTRUCT AND/OR PATCH REMAINING BRICK WALKS. REPAIR AFFECTED WALKS AROUND ROOF

DRAINS, INLETS AND ELECTRICAL CONDUIT IN FRONT OF THE BUILDING. (2 WEEKS)

16. COMPLETE ANY REMAINING CONSTRUCTION TASKS (INTERIOR AND EXTERIOR), REMOVE TRASH

AND DEBRIS, AND STABILIZE ANY REMAINING OPEN AREAS WITH 4" TOPSOIL AND SOD. (1 MONTH)

17. UPON APPROVAL FROM THE SITE INSPECTOR, REMOVE ALL TEMPORARY SEDIMENT AND EROSION

CONTROL DEVICES. (3 DAYS)

31184

1/16/2027

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b

C

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

BID ALTERNATES

1. DEDUCT ALTERNATE TO REMOVE WATERPROOFING THE BASEMENT ROOF EXCEPT

AS INDICATED ON WATERPROOFING DWG BE1.2 AND REMOVING THE PERIMETER

FOUNDATION DRAINS FROM THE SCOPE OF WORK.

SHEET C1.2 EXISTING STONE MONUMENT AND BENCHES, AS WELL AS THE

MAJORITY OF BRICK WALK ALONG LIBERTY STREET CAN REMAIN UNDISTURBED.

SAWCUT BRICK WALK TO CONNECT ROOF DRAINS TO EXISTING DRAINAGE INLETS

AND REPAIR BRICK SIDEWALK IN KIND .

SHEET C3.1 REDUCE LIMIT OF EXCAVATION TO ONLY WHAT IS NECESSARY TO

INSTALL THE PROPOSED ROOF DRAINS AND INSTALL WATERPROOFING INDICATED

ON WATERPROOFING DWG BE1.2 . REFER TO SHEET C3.1 AND KEY NOTE 1 TO

STOCKPILE EXCAVATED SOILS ONSITE WITH THE ADDITION OF FILTER LOG

PERIMETER CONTROLS.

ALTERNATE 1: TEMPORARY SPOILS FROM ROOF DRAIN INSTALLATION MAY BE PLACED IN THE LAWN

AREA OUTSIDE OF THE SUBTERRANEAN BASEMENT IF ALTERNATE 1 IS IMPLEMENTED. IN THIS CASE, PROVIDE PERIMETER 6" FILTER LOGS INSIDE PERIMETER WALKS. TEMPORARY EXCAVATION WITHIN

STRUCTURALS PER KEY NOTE 2.

COORDINATE WITH THE OWNER TO VERIFY THE BASE BID INTENT TO DISPOSE OF ALL EXCAVATED

MATERIALS. OWNER MAY ALSO REQUEST AN ADD ALTERNATE TO STOCKPILE THE EXCAVATED

MATERIAL AT THE OFFSITE STORAGE LOCATION AT VINCIT STREET, AS SHOWN ON SHEET C1.3.

WITH STRUCTURALS REGARDING THE SIZE/WEIGHT OF EQUIPMENT THAT IS ALLOWED ON THE ROOF, MAXIMUM HEIGHT OF FILL SOILS, NEED FOR TRACKING MATS, ETC. WHILE WORKING ON THE ROOF.

COORDINATE WITH SHEETS BE1.1 - 1.2. REGARDING WATERPROOFING DETAILS FOR THE ROOF.

BACKFILL THE ROOF WITH SELECT FILL AS SPECIFIED BY A GEOTECHNICAL ENGINEER. EXISTING

GRADES ARE TO BE RESTORED AFTER PLACEMENT OF SELECT FILL AND 4" OF TOPSOIL. STABILIZE

WITH SOD.

DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AS MAY BE REQUIRED DURING THE

ENTIRETY OF CONSTRUCTION, EITHER DUE TO SITE CONDITIONS OR AS MAY BE REQUIRED BY THE

MDE INSPECTOR.

KEY NOTES

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b t

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

THE FOLLOWING ITEMS HAVE BEEN ADDRESSED TO MEET THE REQUIREMENTS OF THE GENERAL PERMIT FOR STORMWATER

ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDES NUMBER MDRC, STATE DISCHARGE PERMIT NUMBER 14GP).

1) UTILIZATION OF ENVIRONMENTAL SITE DESIGN

2) MAINTENANCE OF LIMITS OF DISTURBANCE TO PROTECT NATURAL AREAS

3) CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES

4) EVALUATION AND APPROPRIATE LIMITATION OF SITE CLEARING

5) EVALUATION AND DESIGNATION OF SITE AREA FOR PHASING OR SEQUENCING

6) IDENTIFICATION OF SOILS AT HIGH RISK FOR EROSION AND ADVANCED STABILIZATION TECHNIQUES TO BE USED

7) IDENTIFICATION OF STEEP SLOPES AND DESIGNATION OF LIMITATIONS ON CLEARING THEM

8) EVALUATION AND DESIGNATION OF STABILIZATION REQUIREMENTS AND TIME LIMITS AND PROTECTION MEASURES FOR

DISCHARGES TO THE CHESAPEAKE BAY, IMPAIRED WATERS OR WATERS WITH AN ESTABLISHED TOTAL MAXIMUM DAILY

LOAD (TMDL).

GENERAL PERMIT REQUIREMENTS

SCD PLAN INFORMATION

COUNTY: QUEEN ANNE'S COUNTY

APPROVING AUTHORITY: QUEEN ANNE'S COUNTY SCD

OWNER'S NAME: COMMISSIONERS OF QUEEN ANNE'S COUNTY

OWNER'S ADDRESS: 107 N LIBERTY ST

CENTREVILLE, MD 21617

410-758-4098

DEVELOPER'S NAME: QAC DEPARTMENT OF PUBLIC WORKS

DEVELOPER'S ADDRESS: 312 SAFETY DR

CENTREVILLE, MD 21617

DEVELOPER'S PHONE: 410-758-0925

PLAN: SITE AND CONSTRUCTION QAC HISTORIC COURTHOUSE

RENOVATION PROJECT

FOR INFORMATION CONTACT: STEVE LAYDEN, P.E.

PHONE: 301-529-2368

CONTRACTOR'S NAME:

CONTRACTOR'S ADDRESS:

CONTRACTOR'S PHONE:

SITE NAME: HISTORIC COURTHOUSE RENOVATION

SITE ADDRESS: 100 COURTHOUSE SQ, CENTREVILLE, MD 21617

SCD APPROVAL NUMBER:

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b

U t i l

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

AT START OF CONSTRUCTION, CONTRACTOR SHALL CLOSE VALVE TO DETERMINE

THAT THIS GATE VALVE SHUTS OFF BUILDING WATER SERVICE. NOTIFY ENGINEERS IF

THIS IS NOT THE CASE.

PROVIDE FOUR (4) ELECTRIC PEDESTALS AND WIRING/CONDUIT. REFER TO

ELECTRICAL PLANS FOR ADDITIONAL DETAILS. EXACT LOCATION OF FIXTURES AND

CONDUIT SHALL BE PROVIDED BY THE DEVELOPER DURING CONSTRUCTION.

PEDESTALS SHALL BE A BEST MATCH TO EXISTING PEDS NEAR THE COMMERCE

STREET FLAG POLES.

SAWCUT EX BRICK WALK AT MOST RECENT CUT LINE TO REMOVE EX WATER METER.

EXTEND 6" WATER SERVICE AS SHOWN, AND RECONSTRUCT BRICK WALK TO MATCH

EXISTING. INSIDE THE BUILDING, FIRE LINE BACKFLOW PREVENTER AND DOMESTIC

WATER METER PER PLUMPING PLANS. PIPE BENDS SHALL BE ADEQUATELY

BUTTRESSED TO RESIST PIPE MOVEMENT IN ANY DIRECTION. COORDINATE WORK

WITH THE TOWN OF CENTREVILLE DEPARTMENT OF PUBLIC WORKS.

PROVIDE DUPLEX 1 HP SUMP PUMPS PLUMBED TO A COMBINED 1

" FORCEMAIN

DISCHARGING INTO THE NEAREST NYLOPLAST CATCH BASIN. DO NOT CONNECT TO

THE ROOF DRAIN PIPE. PACKAGE SHALL INCLUDE NEW ELECTRICAL SERVICE IN

CONDUIT, FLOAT SWITCHES, AND HIGH WATER ALARM BUZZER. SEE ELECTRICALS.

CONTRACTOR SHALL CONTACT THE CENTREVILLE DEPARTMENT OF PUBLIC WORKS

TO WITNESS THE CAPPING AND ABANDONMENT OF THE EXISTING SEWER SERVICE

FOR THEIR RECORDS.

CONTRACTOR SHALL HIRE AN UNDERGROUND LOCATION SERVICE TO SUPPLEMENT

MISS UTILITY MARKINGS WITHIN THE LIMIT OF DISTURBANCE. CONTRACTOR SHALL

ALSO TEST-PIT AS NECESSARY BETWEEN THE BASEMENT AND EQUIPMENT

ENCLOSURE TO GAIN A COMPLETE UNDERSTANDING OF THE EXISTING UTILITIES.

THESE SERVICES SHALL BE PERFORMED AT THE START OF CONSTRUCTION (AND

THEREAFTER IF NEEDED) AS PART OF THEIR BASE BID.

THE OWNER/ENGINEER HAS CONTRACTED DIRECTLY WITH SKYLINE TECHNOLOGY

SOLUTIONS TO UPGRADE THE FIBER OPTIC SERVICE THROUGH AND SERVING THE

COURTHOUSE SITE. THE CONTRACTOR SHALL INSTALL THE REQUIRED HAND HOLE

BOXES AND CONDUIT WITH TRACER WIRE AND MULE TAPE AS SHOWN ON SHEETS C4.1

AND C4.2. SKYLINE WILL INSTALL FIBER OPTIC CABLING UTILIZING THE

CONTRACTOR-INSTALLED CONDUIT FROM HANDHOLE TO THE DMARC, AND MAKE ALL

REQUIRED SPLICES/TERMINATIONS. CONTRACTOR SHALL COORDINATE HIS WORK

WITH SKYLINE AND INITIATE THE SPECIFIED PRE-CONSTRUCTION MEETING.

CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE ENGINEER IN THE EVENT OF

CONFLICT OR DISCREPANCY BETWEEN THE SKYLINE AND CIVIL DRAWINGS. SEE

SEQUENCE NOTE ON SHEET 4.2.

KEY NOTES

FIBER OPTIC UTILITY PLAN

SCALE: 1"=10'

CONTINUED ON SHEET C4.2

SEE SHEET C1.3 FOR

FIRE SAFETY PLAN

SEE SHEETS C1.1 & C1.2

FOR EXISTING

UNDERGROUND FIBER

OPTIC CONDUITS

ABANDONED IN PLACE

SEE SHEET C2.2 FOR

SEWER DETAILS

P L O

T T

E l p m

A P

P R

O V

D A

T E

S O

N

S E

R V

A T

I O

N

S

E R

V I C

E Q

A

C o

A P

P R

O V

D A

T E

D E

P T

O

F

P

U B

L

R

K S

D M y

D o c u m e n t s D u m b

H o m e P r o j e c t s

T o r c h i o

C o u r t h o u s e C

A D

C o u r t h o u s e S i t e

P l a n d w g T a b t

PO Box 103

Centreville, MD 21617

301-529-2368 e c t

Engineering

D

R

A

F

T

FIBER OPTIC UTILITY PLAN

CONTINUED FROM SHEET C4.1

SCALE: 1"=10'

DISCLAIMER REGARDING FIBER OPTIC DESIGN:

THE FIBER OPTIC COMPONENT OF THESE SITE PLANS WERE REPRODUCED FROM PLANS

DESIGNED, DRAWN, AND PREPARED BY SKYLINE TECHNOLOGY SOLUTIONS, WHO ARE

RESPONSIBLE FOR THE ACCURACY, QUALITY, AND FITNESS OF THE FIBER OPTIC

INFRASTRUCTURE DESIGN. SKYLINE TECHNOLOGY SOLUTIONS HEREBY CERTIFIES

THAT THEY HAVE REVIEWED THESE PLANS AND HAVE FOUND THE FIBER OPTIC

COMPONENTS ON THESE PLANS TO BE ACCURATE AND CORRECT IN ALL MATERIAL

RESPECTS. STEPHEN LAYDEN, OF SELECT ENGINEERING, A SUBSIDIARY OF DUMBHOME,

LLC, AFFIXES HIS SEAL HERETO FOR THE REMAINDER OF THE THESE CONTRACT

DRAWINGS BUT BEARS NO LEGAL RESPONSIBILITY FOR THE FIBER OPTIC DESIGN.

SIGNATURE ___________________________________________ DATE _____________

PRINT NAME ___________________________________________

NOTE THAT PROPOSED FIBER OPTIC SHOWN ON THESE PLANS IS INTENDED TO BE INSTALLED

PRIOR TO MOBILIZATION OF THE GENERAL CONTRACTOR.

SKYLINE TECHNOLOGY SOLUTIONS, OR THEIR CONTRACTOR, IS CONTRACTED TO INSTALL

HANDHOLES AND CONDUIT DESIGNATED AS "SKYLINE TO INSTALL...." WHILE THESE FEATURES

ARE SHOWN AS PROPOSED IMPROVEMENTS, THEY WILL, IN FACT, BE EXISTING AT THE TIME

CONSTRUCTION COMMENCES. THESE FEATURES INCLUDE:

1. INSTALLED HANDHOLE #1 NEAR BROADWAY, OUTSIDE LIMIT OF DISTURBANCE.

2. INSTALLED 4" CONDUIT FROM HANDHOLE #1 TO EXISTING HANDHOLE OUTSIDE OF

LIBERTY BUILDING

3. REPLACED DOIT HANDHOLE #2 ON EAST SIDE OF COMMERCE ST (128 N COMMERCE ST)

4. REPLACED MDBC HANDHOLE #3 IN THE SOUTHEAST CORNER OF THE BUILDING

FIBER OPTIC SEQUENCE NOTES: