2025 11 13 Civil Site Plan.pdf

STATEMENT OF PURPOSE AND INTENT

THIS SITE PLAN HAS BEEN PREPARED TO SERVICE AS THE SITE-RELATED COMPONENT

OF BID DOCUMENTS FOR THE PROPOSED PROJECT AND TO ACCOMPANY A PUBLIC

SERVICE WAIVER APPLICATION FOR THE PROJECT. THE PROJECT CONSISTS OF A 716

SQUARE FOOT PUBLIC COMFORT STATION BUILDING WITH FOUR PARKING SPACES

PROVIDED IN A NEW PARKING AREA. THE BUILDING IS CONSISTENT WITH THE EXISTING

LAND USE AS A PUBLIC PARK. PEDESTRIAN SAFETY IS ACCOMMODATED WITH

PROPOSED SIGNAGE, STRIPED CROSSWALK, AND PERVIOUS WOODCHIP PATH. NOTE

THAT POSSIBLE FUTURE AMENITIES FOR PARKING, FOOD TRUCK(S), AND A

CONCESSION STAND ARE SHOWN CONCEPTUALLY FOR REFERENCE AND ARE NOT

INCLUDED ON THE PUBLIC SERVICE WAIVER OR THE PROPOSED CONSTRUCTION

PROJECT.

SHEET NO.:

FILE NO.:

DATE

SEAL

NOVEMBER 13, 2025

25-012

FOR:

TAX MAP 36D, GRID 2, PARCEL 4

PREPARED FOR: QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

3rd ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND

WHITE MARSH PARK

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REVISIONS

DATEREV. # DESCRIPTION

FOLDER REF:

APPROVED BY:

SCALE:

DATE:

JOB NUMBER:

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE

APPROVED BY:

DATE

DEPT. OF PUBLIC WORKS

SOIL CONSERVATION SERVICE

QA Co.

QA Co. Pr of es si on al

C er tif ic at io n.

I he re by c er tif y th at th es e do cu m en ts w er e pr ep ar ed o r a pp ro ve d by m e, a nd th at I am a d ul y lic en se d un de r t he la w s o f t he

S ta te o f M ar yl an d, L ic en se N o.

, E xp ir at io n D at e:

P r o f e s s i o n a l

E n g i n e e r

COMFORT STATION

PO Box 103

Centreville, MD 21617

301-529-2368 compacthomeplans.com steve@select-engineer.com

COPYRIGHT 2025

C e c t

Engineering

25-006 FM P&P.dwg

APPROVED BY:

DATE

APPROVED BY:

DATE

1" = 300'

SEL

SEL

TITLE SHEET & EXISTING CONDITIONS PLAN

WHITE MARSH PARK COMFORT STATION

FOR THE

SITE AND UTILITY PLANS

NORTH

OWNER

COUNTY COMMISSIONERS OF

QUEEN ANNE'S COUNTY

107 N LIBERTY ST

CENTREVILLE, MD 21617

PHONE: (410) 758-4098

DEVELOPER

QUEEN ANNE'S COUNTY

DEPARTMENT OF PARKS AND REC

1945 4-H PARK RD

CENTREVILLE, MD 21617

(410) 758-0835

PREMISE ADDRESS

200 BLOOMFIELD FARM LN

CENTREVILLE, MD 21617

SITE NOTES

1. PROPERTY SHOWN HEREON IS DESIGNATED AS TAX MAP 36D, GRID 2, PARCEL 4.

2. DEED REFERENCE: 1568/609. AND PLAT REFERENCE:

3. THIS SITE IS ZONED AG - AGRICULTURAL. PER 18:1-14 E.(2)(c), REQUIRED SETBACKS ARE:

FRONT = 35', ARTERIAL = 75' (MD RTE 213), SIDE = 10', REAR = 10'.

4. EXISTING AND PROPOSED USE: QUEEN ANNE'S COUNTY PUBLIC PARK.

5. PROPERTY LINES SHOWN HEREON ARE BASED ON AN EXISTING CONDITIONS PLAN

PREPARED BY LANE ENGINEERIN,G INC. AND PROVIDED BY THE DEVELOPER IN MAY 2025.

6. TOPOGRAPHY WAS OBTAINED FROM THE PREVIOUSLY DESCRIBED EXISTING CONDTIONS

PLAN AND WAS SUPPLEMENTED AS NEEDED BY QUEEN ANNE'S COUNTY GRAPHIC

INFORMATION SYSTEMS LIDAR CONTOURS.

7. THE PROPERTY IS NOT LOCATED IN A FLOODPLAIN ACCORDING TO THE FEDERAL

EMERGENCY MANAGEMENT AGENCY'S F.I.R.M. MAP FOR QUEEN ANNE'S COUNTY, PANEL

NO. 24035C0210D, DATED: 11/05/2014. THE PROPERTY IS LOCATED IN ZONE X, AREA OF

MINIMAL FLOODING.

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

9. THE PROPERTY DOES NOT CONTAIN MAPPED TIDAL OR NONTIDAL WETLAND RESOURCES

AS INDICATED BY THE QAC PROPERTY VIEWER ON MAY 13, 2025.

10. THERE ARE EXISTING FOREST AREAS ON THE PROPERTY, BUT NO FOREST FALLS WITHIN

THE PROPOSED LIMIT OF DISTURBANCE.

11. THE SITE AMENITIES WILL CONTINUE TO BE SERVED BY A PROPOSED PRIVATE WATER

WELLS, WITH THE PUBLIC SEWER (NEW IN 2025) GRADUALLY REPLACING THE EXISTING

SEPTIC SYSTEMS. THE PROPOSED COMFORT STATION WILL BE SERVICED BY A NEW WELL

AND WILL BE CONNECTED TO PUBLIC SEWER.

12. A PORTION OF THE PROPERTY IS LOCATED WITHIN A SENSITIVE SPECIES PROJECT AREA

ACCORDING TO THE QUEEN ANNE'S COUNTY PROPERTY VIEWER ON 5/13/2025. THE LIMIT

OF DISTURBANCE DOES NOT IMPACT THE SENSITIVE SPECIES AREA.

13. THE LIMIT OF DISTURBANCE FOR THE PROPOSED COMFORT STATION IS LESS THAN 5,000

SQUARE FEET. AS A RESULT, A SEDIMENT AN ENGINEERED EROSION CONTROL PLAN AND

A STORMWATER MANAGEMENT PLAN ARE NOT REQUIRED. SEE GENERAL NOTE #11

BELOW REGARDING UTILITY INSTALLATION.

14. CONSTRUCTION ACTIVITIES ARE ROUGHLY 950 FEET FROM THE CLOSEST PROPERTY LINE.

VICINITY MAP

SCALE: 1" = 2000'

SITE

ENGINEER

SELECT ENGINEERING

PO BOX 103

CENTREVILLE, MD 21617

PHONE: (301) 529-2368

200 BLOOMFIELD FARM LANE, CENTREVILLE, MARYLAND

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INDEX OF DRAWINGS

10-SCALE SITE AND UTILITY PLAN

TITLE SHEET & EXISTING CONDITIONS PLAN1

DESCRIPTIONSHEET #

30-SCALE SITE PLAN AND DETAILS

CALL MISS UTILITY THREE WORKING

DAYS BEFORE THE START OF WORK

AT 800-257-7777 OR DIAL 811

WARNING: UNDERGROUND UTILITIES SHOWN ON THESE PLANS

ARE APPROXIMATE ONLY AND ARE BASED ON LIMITED AVAILABLE

INFORMATION. CONTRACTOR SHALL TEST PIT AND LOCATE THE

EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO

COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY THE

OWNER AND ENGINEER OF ANY POSSIBLE DISCREPANCIES OR

CONFLICTS PRIOR TO CONTINUING WITH CONSTRUCTION.1 inch = ft.300

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SITE AND LIGHTING DETAILS3

5 UTILITY DETAILS

TOTAL SITE AREA = 11,786,641 SF ± 263.697 AC. ±

MAXIMUM IMPERVIOUS AREA ALLOWED (40%) = 4,597,647 SF ± 105.479 AC. ±

18:1-14 E.(2)(a)[3]

EXISTING IMPERVIOUS AREA (2.3%) = 269,417 SF ± 6.185 AC. ±

IMPERVIOUS AREA TO BE REMOVED = 127 SF ± 0.003 AC. ±

PROPOSED IMPERVIOUS AREA = 3,402 SF ± 0.078 AC. ±

TOTAL IMPERVIOUS AREA (2.4%) = 272,692 SF ± 6.260 AC. ±

MAXIMUM FLOOR AREA RATIO (12%) 18:1-14 D.(2)(C) = 1,378,396 SF± 31.644 AC. ±

EXISTING FLOOR AREA (0.001%)= 10,897 SF± 0.250 AC. ±

(MANOR HOUSE + RENTAL HOUSE + P&R SHOP)

NEW FLOOR AREA = 716 SF ± 0.016 AC. ±

PROPOSED FLOOR AREA (0.001%) = 11,613 SF ± 0.267 AC. ±

MAXIMUM BUILDING HEIGHT 18:1-14 E.(2)(d)[4] = 45'

PROPOSED BUILDING HEIGHT 15'-0"± (

WAY UP SLOPED ROOF)

21'-0" (TOP OF CUPOLA)

SITE STATISTICS

LEGEND

x 13.00 13x00

E

W

C/O

S

FM

SS

E

LIMIT OF DISTURBANCE

LOD

W

W

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

5'x5' CONCRETE

PAD PER DETAIL

THIS SHEET

PROPOSED 22+22+12.5

LF 12" CONTECH

D-2000 CULVERT WITH

CMP FLARED ENDS

PROPOSED

COMFORT STATION

FF = 65.60 (SEE NOTE 2)

716 SQ.FT.

24.0'

10' WIDE

CROSSWALK PER

DETAIL THIS SHEET

HVAC

CONDENSER

PROPOSED E-ONE

DH-152-93 GRINDER PUMP

PER DETAIL SHEET 5

GRADE ASSUMED 64.4±

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E

E

E

E

E

E

E

E

E

E

E

18.0'

LOD/SF

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D

S

F

LOD

LOD

LOD

LOD LOD

LOD

L O

D S

F

L O

D S

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L O

D S

F L

O D

S

F L

O D

S

F

LOD/SF LOD/SF LOD/SF

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BEGIN 275 LF SILT

FENCE PER DETAIL

E-1 ON SHEET 4

END SILT FENCE

PROVIDE STABILIZED

CONSTRUCTION ENTRANCE

PER DETAIL B-1 ON SHEET 4

(SCE NOT SHOWN FOR CLARITY)

R

R

R

4,999 SQFT LIMIT

OF DISTURBANCE

PROPOSED

METER SOCKET

E-ONE CONTROL

PANEL PER

DETAIL SHEET 5

43 LF 4" PVC

(SDR-35) @ 2%

MIN. SLOPE

CONNECT E-ONE

FORCE MAIN TO

EX. CURB STOP

4" INV = 59.8±

x

4" INV = 62.0±

45 LF 1" PE PIPE

(DR-9), 30" DEEP MIN.

BY OTHERS TO WITHIN

5' OF BUILDING WITH

15' MIN PIGTAIL

300 LF OF 4" PVC PRIMARY

ELECTRICAL CONDUIT WITH

32" MIN. COVER, MULE TAPE

STAKED AT BOTH ENDS, AND

METALLIC LOCATION TAPE

INV = 62.7

STABILIZE SOIL WITH STABILIZATION

MATTING PER DETAIL D-4-6-A, SHEET 4

INV = 62.9

STABILIZE SOIL WITH STABILIZATION

MATTING PER D-4-6-A, SHEET 4

NOTE: PAVEMENT SPOT

GRADES REPRESENT TOP

COURSE (BY OTHERS)

65.52 x

HANDICAP PARKING SIGN

PER DETAIL SHEET 3

SAWCUT TO CLEAN

PAVEMENT AND

PROVIDE SMOOTH

TRANSITION TO

NEW ASPHALT

4' LONG 4"

STUB & CAP

SEE PAVEMENT

SECTION THIS SHEET.

SS

SS

C

/O

S

E E

32 LF OF 1

ELECTRICAL CONDUIT

HANDICAP STRIPING PER

DETAIL SHEET 3

4" WHITE STRIPING

(TPYICAL)

RUN CONDUIT TO WITHIN

36" OF THE EXISTING

TRANSFORMER

PEDESTRIAN AHEAD

SIGN (W11-2 & W16-7P)

PER DETAIL SHEET 3

PEDESTRIAN AHEAD

SIGN (W11-2 & W16-7P)

PER DETAIL SHEET 3

PEDESTRIAN R1-1

STOP SIGN PER

DETAIL SHEET 3

PEDESTRIAN R1-1

STOP SIGN PER

DETAIL SHEET 3

100 LF OF 1

" ELECTRICAL

CONDUIT WITH 24" MIN. COVER

AND METALLIC LOCATION

TAPE FOR FUTURE LIGHTING

POWER SUPPLY.

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6' ASPHLAT SIDEWALK,

CONTINUOUS W/ PARKING

12"x18" SIGN "15 MINUTE

PARKING" (TYP. OF 3)

4' CONCRETE LANDING

@ 1.5% MAX. SLOPE

CLEANOUT DETAIL

THIS SHEET

COMMON FILL AROUND

BUILDING SHALL BE STABILIZED

WITH 4" TOPSOIL, PERMANENT

SEED AND MULCH. SPEC TO BE

PROVIDED BY OWNER

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SHEET NO.:

FILE NO.:

DATE

SEAL

NOVEMBER 13, 2025

25-012

FOR:

TAX MAP 36D, GRID 2, PARCEL 4

PREPARED FOR: QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

3rd ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND

WHITE MARSH PARK

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REVISIONS

DATEREV. # DESCRIPTION

FOLDER REF:

APPROVED BY:

SCALE:

DATE:

JOB NUMBER:

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE

APPROVED BY:

DATE

DEPT. OF PUBLIC WORKS

SOIL CONSERVATION SERVICE

QA Co.

QA Co. Pr of es si on al

C er tif ic at io n.

I he re by c er tif y th at th es e do cu m en ts w er e pr ep ar ed o r a pp ro ve d by m e, a nd th at I am a d ul y lic en se d un de r t he la w s o f t he

S ta te o f M ar yl an d, L ic en se N o.

, E xp ir at io n D at e:

P r o f e s s i o n a l

E n g i n e e r

COMFORT STATION

PO Box 103

Centreville, MD 21617

301-529-2368 compacthomeplans.com steve@select-engineer.com

COPYRIGHT 2025

C e c t

Engineering

25-006 FM P&P.dwg

APPROVED BY:

DATE

APPROVED BY:

DATE

1" = 10'

SEL

SEL

10-SCALE SITE AND UTILITY PLAN

1. THE EXISTING UTILITIES SHOWN IN THESE DRAWINGS IS BASED ON BEST AVAILABLE

INFORMATION, AND WE HAVE NOT CONTRACTED WITH A PRIVATE UTILITY LOCATING

COMPANY TO MAP POSSIBLE UNDERGROUND UTILITIES WITHIN THE LIMIT OF

DISTURBANCE. 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 QUEEN ANNE'S COUNTY 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 THAT MIMICS THE EXISTING CONDITIONS QS IN THE DIRECTION OF FLOW

ARROWS HEREIN 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 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 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. SEWER, WATER, AND ELECTRIC SERVICE LINES ARE TO BE CONSTRUCTED, TRENCHES

FILLED, AND DISTURBANCE STABILIZED AT THE END OF EACH WORKING DAY. IN THIS

FASHION, THE UTILITIES ARE NOT COUNTED AS DISTURBANCE IN THE OVERALL LIMIT

OF DISTURBANCE CALCULATION.

GENERAL NOTES

1 inch = ft.10

PER PLAN

4" THICK

4" CR-6

GRADE

FINISHED

5' OR 6' PER PLAN

S.H.A. MIX NO. 2

3000 PSI 28 DAY

COMPRESSIVE

STRENGTH

SUBGRADE AND CR-6

TO BE COMPACTED TO

95% MODIFIED

PROCTOR DENSITY

CONCRETE WALK DETAIL

NOT TO SCALE

1. STOCKPILED TOPSOIL, CUT/FILL MATERIALS, AND AGGREGATE SHALL BE REMOVED

FROM THE SITE WITHIN 3 CALENDAR DAYS, OR SHALL BE COVERED WITH TARPS OR

SURROUNDED BY SILT FENCE.

2. CONTRACTOR SHALL VERIFY THE EXISTING GRADE AT THE BUILDING CENTER IS 64.4.

CONTACT ENGINEER IF ACTUAL ELEVATION IS DIFFERENT BY MORE OR LESS THAN 0.3'

FOR A REVISED GRADING PLAN.

CONSTRUCTION NOTES

LIGHT PAVEMENT SECTION

NOT TO SCALE

1. PAVEMENT - 1-1/2" compacted bituminous concrete surface course (SHA mix design

9.5mm) ON 2.5" compacted bituminous concrete base course (SHA mix design 19mm).

2. STABILIZED SUB-BASE - Shall be 6" minimum of CR-6 aggregate laid and compacted in one lift. Compaction shall meet or exceed 95% of the modified proctor density for the material. Other alternatives to stabilized sub-base must be approved by the Engineer prior to initiation of construction.

3. SUB-GRADE - All unsuitable materials shall be removed to a point 12" below subgrade of the stabilization. If unsuitable material is encountered at or below this point, the unsuitable material shall be removed as directed by the Engineer. The unsuitable material shall be replaced with select borrow and compacted to 95% of the modified proctor density for the material.

COMPACTED FILL OR SUBGRADE PER GEOTECHNICAL

ENGINEER SPECIFICATION. SEE GEOTECHNICAL

ENGINEER REPORT FOR ADDITIONAL SPECIFICATIONS.

P A

V E

M E

N T

1" RADIUS NOSING

SCORE

FIN

IS

HED G

RADE

6"

4" THICK

OR B

UILDIN

G

SEE SITE PLAN

CONCRETE MD.

S.H.A. MIX NO. 2

3000 PSI 28 DAY

COMPRESSIVE

STRENGTH

CONCRETE SIDEWALK DETAIL

O F A

S P

H A

LT

2% MAX.

NOTES:

1) PROVIDE CONTROL JOINTS EVERY 5' AND EXPANSION JOINTS

EVERY 15'.

2) PROVIDE A BROOM FINISH.

3) ALL WALKS SHALL MEET APPLICABLE ADA STANDARDS.

4) THIS SECTION IS NOT APPROPRIATE FOR TRAFFIC BEARING

LOCATIONS.

5) NOTE THAT WITH PAVEMENT NO TOP COAT, 7" OF MONOLITHIC

WALK WILL BE EXPOSED AT THE END OF THIS CONTRACT.

4"

6"

SUBGRADE AND CR-6

TO BE COMPACTED TO

95% MODIFIED

PROCTOR DENSITY

4" CR-6

TO

P

C O

U R

S E

F A

F

B

U I L D

I N

G

NOTES:

1) MOW LIMIT OF PATH AND REMOVE TURF OR OTHER

ORGANIC MATERIAL PRIOR TO SPREADING MULCH.

2) AFTER PLACEMENT OF MULCH, COMPACT USING A

VIBRATORY TAMPER, ROLLER, OR SIMILAR.

3) MAINTAIN SHEET FLOW TO THE MAXIMUM EXTENT

PRACTICAL ACROSS TRAIL.

4) PROVIDE CULLVERTS SIZED FOR 2-YEAR STORM FLOW

AT LOCATIONS OF CONCENTRATED FLOW.

5% M

AX S

LO

PE

EXISTING GROUND

FIRM NATIVE GRADE FREE OF

EXCESSIVE ORGANIC

MATERIAL OR CLAYEY SOILS

3-4'' MIN. HARDWOOD

MULCH OR ENGINEERED

WOOD FIBER

SEE PLAN

FOR WIDTH

WOODCHIP PATH DETAIL - BY OTHERS

NOT TO SCALE

2' STUB

FINISHED GRADE

4" SCH 40 PVC PIPE

4"X4" SCH 40 PVC 45°

VERT. WYE BRANCH

FLOW

TO GRINDER

PUMP

4" SCH 40 PVC PIPE @ 1.0% MIN.

NOTE: FOR GRAVITY SEWER APPLICATIONS ONLY

LONG TURN

45° BEND

SEWER CLEANOUT DETAIL

NOT TO SCALE

8 GUAGE TRACER WIRE

CLEANOUT PLUG

3" COVER.

PROVIDE 12" OF #4

REBAR FOR MAGNETIC

LOCATION OF CAP

SOLVENT

WELD CAP

7'-0" LONG, 370 LBS., TWO 5/8" X 18" ANCHOR PINS.

SPECIFICATIONS FOR QUALITY: SMOOTH STEEL FORM

FINISH, HIGH STRENGTH - 4500 P.S.I.

TYPICAL PARKING BLOCK DETAIL

NOT TO SCALE

SHEET NO.:

FILE NO.:

DATE

SEAL

NOVEMBER 13, 2025

25-012

FOR:

TAX MAP 36D, GRID 2, PARCEL 4

PREPARED FOR: QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

3rd ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND

WHITE MARSH PARK

5OF

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REVISIONS

DATEREV. # DESCRIPTION

FOLDER REF:

APPROVED BY:

SCALE:

DATE:

JOB NUMBER:

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE

APPROVED BY:

DATE

DEPT. OF PUBLIC WORKS

SOIL CONSERVATION SERVICE

QA Co.

QA Co. Pr of es si on al

C er tif ic at io n.

I he re by c er tif y th at th es e do cu m en ts w er e pr ep ar ed o r a pp ro ve d by m e, a nd th at I am a d ul y lic en se d un de r t he la w s o f t he

S ta te o f M ar yl an d, L ic en se N o.

, E xp ir at io n D at e:

P r o f e s s i o n a l

E n g i n e e r

COMFORT STATION

PO Box 103

Centreville, MD 21617

301-529-2368 compacthomeplans.com steve@select-engineer.com

COPYRIGHT 2025

C e c t

Engineering

25-006 FM P&P.dwg

APPROVED BY:

DATE

APPROVED BY:

DATE

1" = 30'

SEL

SEL

SITE AND LIGHTING DETAILS

MARKINGS SHALL BE 125 MIL. WHITE THERMOPLASTIC.

CROSSWALK STRIPING DETAIL

NOT TO SCALE

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10"

C

D

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M

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STRIPING & SIGNAGE DETAILS

DISABLED PARKING STALL

9' OR

5' - CARS

POST SECTION

MOUNTING

3 1/2"

1 1/4"

9' OR

S E

E

S

I T

E

P

L

PARTIAL ELEVATION

1' - 0"

SIGN

4" PAINTED STRIPING

1'-6" O.C. AT 45° IN

FRONT OF RAMP.

(WHITE REFLECTIVE)

PAVEMENT

MAXIMUM SLOPE

2% IN ALL

DIRECTIONS.

NATIONAL STANDARD

ACCESSIBILITY SYMBOL

PAINTED ON PAVEMENT.

(WHITE ON BLUE

BACKGROUND)

FACE OF

WALK OR

CURB

SIGN

NOT TO SCALE

ALUMINUM SIGN

STOCK WITH

GRAPHICS PER

ADA REQ'TS

4 LB/FT "U"

CHANNEL

(GALVANIZED)

5/16" MACHINE

SCREW OR

BOLT

NUT AND

LOCK

WASHER

SIGN

(IF SHOWN

ON PLAN)

HANDICAP, NO PARKING

SIGN INSTALLED IN

LANDSCAPE AREA

POST & MOUNTING

PER DETAILS AT LEFT

MOWING

EDGE

CONCRETE

FOOTING

8' - VANS

PER PLAN

PER PLAN

POST

15-MIN. PARKING SIGN DETAIL

1' - 0"

NOT TO SCALE

ALUMINUM SIGN STOCK

WITH WHITE BACK-

GROUND AND RED

LETTERING, SIMILAR TO

MUTCD R8-3

1. REFER TO THE DISABLED PARKING STALL

STRIPING AND SIGNAGE DETAIL FOR POST

AND MOUNTING INFORMATION.

2. SIGN SHALL BE LOCATED 8" TO 12" BEHIND

WALK OR CURB.

3. BOTTOM OF SIGN HEIGHT SHALL BE 5'-0" OR TO

MATCH HANDICAP PARKING SIGNS, IF PRESENT.

REVISE AS NECESSARY FOR DIRECT-BURY POLE.

ONLY. COORDINATE WITH POLE MANUFACTURER.

THE DETAILS SHOWN BELOW ARE FOR MINIMUM DESIGN

NOTE:

TO DIVISION 3 OF SPECIFICATIONS.

NOTE: ALL CONCRETE WORK SHALL CONFORM

REBAR

CONTINUOUS

FINISHED GRADE

15'-0" FIBERGLASS

SCHED. 40 P.V.C.

RIGID STEEL

SET ANCHOR BOLTS FURNISHED

w/ POLE USING TEMPLATE

SUPPLIED BY MANUFACTURER

M

I N

24" DIA.

LIGHT POLE FOUNDATION DETAIL

NOT TO SCALE

POLE

W11-2 PEDESTRIAN SIGN DETAIL

NOT TO SCALE

1. SIGN SHALL BE LOCATED 3' TO 4' BEHIND EDGE OF

PAVEMENT OR CURB.

2. BOTTOM OF SIGN HEIGHT SHALL BE 5'-0" TO 6'-0"

ABOVE THE ADJACENT ROAD SURFACE..

3. W11-2 PEDESTRIAN SIGN TO BE 30" x 30", MOUNTED ON A 45° ANGLE, AND CONSTRUCTED

TO MUTCD STANDARDS.

4. W16-7P ARROW SIGN TO BE 12" x 24" AND

CONSTRUCTED TO MUTCD STANDARDS.

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

E

A T

E R

M

I N

M

I N

I M

U M

10"

C

D

E S

T

O

M

I N

HANDICAP, NO PARKING

SIGN INSTALLED IN

LANDSCAPE AREA

POST & MOUNTING

PER DETAILS AT LEFT

MOWING

EDGE

CONCRETE

FOOTING

POST

SIGN GRAPHIC

W11-2

W16-7P

NOTES:

1. PROVIDE DOUBLE HEAD POLE MOUNT WITH BOTH

UNITS SIDE BY SIDE AND FACING NORTH TO

ILLUMINATE THE PARKING SPACES. BOTH

2. UNITS SHALL BE ANGLED 30° FROM HORIZONTAL.

3. PROVIDE ONE SET OF EXPANSION SOLAR PANELS.

R1-1 STOP SIGN DETAIL - TRAILS

NOT TO SCALE

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

PEDESTRIAN PATH.

2. BOTTOM OF SIGN HEIGHT SHALL BE 4'-0" TO 4'-8"

ABOVE THE ADJACENT PATH SURFACE..

3. R1-1 STOP SIGN TO BE 18" x 18" METAL.

4. POST, FOOTING, AND MOUNTING HARDWARE SHALL

MATCH SIMILAR STOP SIGNS ALONG THE CROSS

ISLAND AND SOUTH ISLAND TRAILS ON KENT ISLAND.

POST SECTION

MOUNTING

"U" CHANNEL

(GALVANIZED)

MACHINE

SCREW OR

BOLT

NUT AND

LOCK

WASHER

SIGN

F R

O N

T

D

E P

T H

E

A T

E R

M

I N

M

I N

I M

U M

10"

C

D

E S

T

O

M

I N

POST & MOUNTING

PER DETAILS AT LEFT

MOWING

EDGE

CONCRETE

FOOTING

POST

SIGN GRAPHIC

PHOTOMETRIC PLAN

SCALE: 1" = 10'

Pole Shaft - Manufactured on computer-controlled equipment to customer specifications using filament wound technology. Strict control of glass, fiber and resin ensures a consistent product.

Less electrically conductive than steel, aluminum or wood.

Pole Top - Poles can be provided with tenon top construction or capped/drilled to customer specifications. Tenons on all poles are made of high-strength corrosion resistant aluminum.

Anchor Base / Cover - Anchor bases on poles are made of high-strength corrosion resistant aluminum. The anchor base is primed, painted, and factory bonded to the pole. Standard base cover is included.

Anchor Bolts - Carbon steel conforming to AASHTO M314 Grade - 55 or ASTM F1554 Grade - 55.

Bolts are "L" shaped and are galvanized a minimum of 12" on the threaded end. Each pole includes four bolts each with two nuts and two flat washers.

Hand Hole - 2.5"x 5" hand hole is provided at the base end of the pole assembly. Each hand hole includes a cover and the cover attachment hardware.

Finish - Rust-proof and corrosion-resistant for low lifetime maintenance. We finish our smooth and natural poles with a special finishing resin applied at 12 - 15 mils thick which provides a superior finish to the normal 1.5 mil thick paint. Resin is pigmented and fortified with ultraviolet inhibitors to produce a long-lasting, reliable product.

Engineering & Compliance - Poles are constructed to comply with specifications of ANSI, AASHTO and ASTM standards.

LIGHT POLE DETAIL

NOT TO SCALE

OVERALL LIGHT POLEHAND HOLE ANCHOR BOLTS

ANCHOR BOLTS DETAIL

PROVIDE: 15' Tall, Round Tapered Fiberglass, Anchor Base Light Pole (Quantity per plan)

Light Fixture Mounting: Top Cap Only w/ No Side Drilling

Finish and Color: Black Painted

Hand Hole & Cover: HHC - Qty 1

Anchor Bolt Kit: Ship with Pole

NOTE::

THE BACKGROUND SITE IMPROVEMETNS, CALLOUTS, ETC. HAVE

BEEN SUPERSEDED SINCE THIS PHOTOMETRIC PLAN WAS

PREPARED. SOLE PURPOSE OF THIS DETAIL IS TO DEMONSTRATE

FOOTCANDLE VALUES OVER THE PARKING LOT AND NEARBY AREAS.

DATE

SEAL

NOVEMBER 13, 2025

25-012

FOR:

TAX MAP 36D, GRID 2, PARCEL 4

PREPARED FOR: QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

3rd ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND

WHITE MARSH PARK

5OF

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SEL

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

Q

A C

C o m f o r t

S t a t i o n C

A D

S i t e

P l a n d w g T a b P

K G

REVISIONS

DATEREV. # DESCRIPTION

FOLDER REF:

APPROVED BY:

SCALE:

DATE:

JOB NUMBER:

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE

APPROVED BY:

DATE

DEPT. OF PUBLIC WORKS

SOIL CONSERVATION SERVICE

QA Co.

QA Co. Pr of es si on al

C er tif ic at io n.

I he re by c er tif y th at th es e do cu m en ts w er e pr ep ar ed o r a pp ro ve d by m e, a nd th at I am a d ul y lic en se d un de r t he la w s o f t he

S ta te o f M ar yl an d, L ic en se N o.

, E xp ir at io n D at e:

P r o f e s s i o n a l

E n g i n e e r

COMFORT STATION

PO Box 103

Centreville, MD 21617

301-529-2368 compacthomeplans.com steve@select-engineer.com

COPYRIGHT 2025

C e c t

Engineering

25-006 FM P&P.dwg

APPROVED BY:

DATE

APPROVED BY:

DATE

1" = 30'

SEL

SEL

30-SCALE SITE PLAN AND DETAILS

N O

R T

H

1 inch = ft.30

AIR RELEASE CONSTRUCTION DETAIL

SCALE: 1" = 30'

F L O

W

POSTS

CROSS SECTION

STEP 1

STEP 2

STEP 3

STAPLESTAPLE

STAPLE

STAPLE

STAPLE

STAPLE

STAPLESTAPLE

SF

STANDARD SYMBOL

FINAL

CONFIGURATION

SF

CONSTRUCTION SPECIFICATIONS

1. USE WOOD POSTS 1

X 1

INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN

ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1

POUND PER LINEAR FOOT.

2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART.

3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE

SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION.

4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE

INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN

SECTION H-1 MATERIALS.

5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL

ON BOTH SIDES OF FABRIC.

6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH

THIS DETAIL.

7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT

45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT

FENCE.

8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT

REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE.

STANDARD SYMBOL

DETAIL B-4-6-A

TEMPORARY SOIL STABILIZATION

MATTING CHANNEL APPLICATION

DATE

SEAL

NOVEMBER 13, 2025

25-012

FOR:

TAX MAP 36D, GRID 2, PARCEL 4

PREPARED FOR: QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

3rd ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND

WHITE MARSH PARK

5OF

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SEL

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

Q

A C

C o m f o r t

S t a t i o n C

A D

S i t e

P l a n d w g T a b D

T

REVISIONS

DATEREV. # DESCRIPTION

FOLDER REF:

APPROVED BY:

SCALE:

DATE:

JOB NUMBER:

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE

APPROVED BY:

DATE

DEPT. OF PUBLIC WORKS

SOIL CONSERVATION SERVICE

QA Co.

QA Co. Pr of es si on al

C er tif ic at io n.

I he re by c er tif y th at th es e do cu m en ts w er e pr ep ar ed o r a pp ro ve d by m e, a nd th at I am a d ul y lic en se d un de r t he la w s o f t he

S ta te o f M ar yl an d, L ic en se N o.

, E xp ir at io n D at e:

P r o f e s s i o n a l

E n g i n e e r

COMFORT STATION

PO Box 103

Centreville, MD 21617

301-529-2368 compacthomeplans.com steve@select-engineer.com

COPYRIGHT 2025

C e c t

Engineering

25-006 FM P&P.dwg

APPROVED BY:

DATE

APPROVED BY:

DATE

1" = 30'

SEL

SEL

UTILITY DETAILS

NOTE: CURB STOP IS EXISTING

(INSTALLED SUMMER 2025)