SM1235174_AD_CONCEPT_PLANS.pdf
PDF 4 MB Posted
- Attached to
- MD 249 (Piney Point Road) from Thomas Road to Stark Drive -Drainage Improvements -Design-Build
- Solicitation number
- BPM059092
- Issued by
- St. Mary's County, Maryland
About this file
This document comprises conceptual design plans prepared by the Maryland Department of Transportation (MDOT) for the State of Maryland, specifically for MD 249 (Piney Point Road) between Thomas Road and Stark Drive in St. Mary's County. The project represents a Design-Build contract (SM1235174) procured through competitive sealed proposals to address drainage improvements and shoreline erosion mitigation along approximately 2 miles of roadway on Saint George Island. The roadway, classified as a low-lying minor collector with elevations ranging from 2.0 to 4.7 feet above sea level, faces significant vulnerability to tidal inundation, wave action, and shoreline erosion due to its location between the Potomac and Saint Mary's Rivers near the Chesapeake Bay. The conceptual plans document includes 14 roadway plan sheets (PS-01 through PS-14) depicting the project corridor from station 10+00 to 109+00, with detailed utility locations, existing and proposed easements, wetland and marsh boundaries, 100-year floodplain delineation, and four primary project sites incorporating pavement rehabilitation, living shoreline construction with dune systems, revetment installation, and wave attenuation devices. The design also includes four roadway profile sheets (PR-01 through PR-04) showing existing ground and proposed grade elevations across selected sections of the corridor.
The project addresses the critical need for integrated roadway and shoreline solutions at the most vulnerable segments, with current projections indicating that by 2045, tidal inundation could occur up to 226 times annually, substantially increasing risks to roadway integrity, residential access, and emergency response capabilities. The conceptual plans are marked as draft documents for semi-final review as of July 2025, prepared by M&A Consulting Engineers (AMT Engineering) and subject to the Maryland Public Information Act. The design incorporates site-specific engineering interventions including pavement rehabilitation across the corridor, living shorelines with dune protection at designated sites, revetment structures with defined crest elevations, wave attenuation devices utilizing coil fiber logs, and proposed right-of-way and easement acquisitions necessary for construction. The plans demonstrate coordination of multiple infrastructure elements including sanitary sewer, storm drain, utility, and telecommunications systems throughout the project corridor, with detailed notation of construction easements and property boundary considerations essential for successful project implementation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SM1235174_AD_RFQ.pdf | ||
| SM1235174_AD_NOTICE.pdf |
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Text version
n h o lm e s
9/28/2026PLOTTED:
CONTRACT NO.SCALE ADVERTISED DATE
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P001_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
M .B.
M .B.
M .B.
AEC100
M .B.
AEC101
+50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00
TEL
SS
LA
O U
N
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E
C
SS
LA
O U
N
T
E
C
SS
LA
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N
T
E
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UTIL
SS
LA
O U
N
T
E
C
UTIL
UTIL
SS
LA
O U
N
T
E
C
SS
LA
O U
N
T
E
C SS
LA
O U
N
T
E
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LA
O U
N
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SS
LA
O U
N
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LA
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N
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E
C
SS
LA
O U
N
T
E
C
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LA
O U
N
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E
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SS
LA
O U
N
T
E
C
SS
LA
O
U N
T E
C
SS
LA
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N
T
E
C
SS
SS
A R T
H U
R
F E
N W
IC
K
L A
N E
T H
O M
A S
R
O A
D
1" = 30'
PS
AIE
SE
SE
N
E
N 165600
E
N 165600
E
N 165850
M A T C
H
IN
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEETROADWAY LEGEND
PAVEMENT REHABILITATION
MD 249 (PINEY POINT ROAD)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
EASEMENT
CONSTRUCTION
PROPOSED
EASEMENT
CONSTRUCTION
PROPOSED
1" = 30'
POTOMAC RIVER
P T S
T A .3
P C S
T A . 1
.0
P C S
T A . 1
.0
LEGEND
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
STA. 10+00
MD 249 (PINEY POINT ROAD)
SM25995174
LIMIT OF WORK
M .B.
AEC103
M .B.
M .B.
M .B.
AEC102A
M .B.
AEC102
17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00
HBX
TEL
UTIL
SS
LA
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N
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C
SS
LA
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N
T
E
C
SS
LA
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N
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SS
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C
UTIL
SS
LA
O U
N
T
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C
SS
LA
O U
N
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SS
LA
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C
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LA
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C
SS
LA
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n h o lm e
DESIGNED BY
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CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P002_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
1" = 30'
PS
AM
SE
SE
N
E
N 166000
E
N 166250
E
N 166000
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEET
S H
E A F F E R
L A
N E
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
AND EXPANDED PROTECTION
LIVING SHORELINE WITH DUNE
PROPOSED SITE 1:
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
EASEMENT
CONSTRUCTION
PROPOSED
EASEMENT
CONSTRUCTION
PROPOSED
1" = 30'
TO POTOMAC
P T S
T A . 1
.7
P C S
T A . 2
.2
LEGEND
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
DITCH LINE
PROPOSED RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
.B.
AEC104
M .B.
M .B.
AEC105
24+00 +50
25+00 +50
26+00
+50
27+00
+50
28+00
+50 29+00 +50
30+00 +50
31+00
POTOMAC RIVER
UTIL
SS
SS
LA
O U
N
T
E
C
SS
LA
O U
N
T
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C
SS
LA
O U
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UTIL
n h o lm e
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SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P003_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1003
1" = 30'
PS
AM
SE
SE
N
M A T
E
S T A
S E E
P S
M A T
E
S T A 1+
S E E
P S
TO MD-5
ROADWAY PLAN SHEET
C R
O W
D E R
L A
N E
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
AND EXPANDED PROTECTION
LIVING SHORELINE WITH DUNE
PROPOSED SITE 1:
E
N 166500
E
N 166500
E
N 166200
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
PROPOSED CONSTRUCTION EASEMENT
TO POTOMAC
P C S
T A . 2
.2
EASEMENT
CONSTRUCTION
PROPOSED
EASEMENT
CONSTRUCTION
PROPOSED
P T S
T A .6
1" = 30'
LEGEND
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
O C
O N
N O
R S
L N
PROPOSED RIGHT OF WAY
E C
A E C
A
M .B
M .B
M .B
M .B
A E C
B
M .B
A E C
31+00 +50 32+00 +50 33+00 +50 34+00 +50 35+00 +50 36+00 +50 37+00 +50 38+00
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
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N
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E C
S S
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U T
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T E L
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n h o lm e
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SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P004_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1104
1" = 30'
PS
AM
SE
SE
N
M A T
E
S T A
S E E
P S
M A T
E
S T A 1+
S E E
P S
E 1459600
N
E 1459600
N
E 1459850
N
TO MD-5
S H
A N
T Y
P
O
IN
T
L A
N E
ROADWAY PLAN SHEET
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
1" = 30'
M A
T C
H E
X
IS
T
IN
G W
ID
T
H
TO POTOMAC
P T
S T
A
.7
LEGEND
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
C
A E C
38+00 +50 39+00 +50 40+00 +50 41+00 +50 42+00 +50 43+00 +50 44+00 +50 45+00
E .M
U T
IL
U T
IL
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
T E L
S S
LA
O U
N
T
E C
U T
IL
n h o lm e
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P005_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1205
1" = 30'
PS
AM
SE
SE
N
E 1459150
N
E 1459350
N
E 1459150
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
ROADWAY PLAN SHEET
TO MD-5
F
IS
H E R
L A
N E
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
1" = 30'
P C S
T A . 4
.2
TO POTOMAC
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
EASEMENT
PROPOSED CONSTRUCTION
.B
A E C
A E C
A E C
45+00 +50 46+00 +50 47+00 +50 48+00 +50 49+00 +50 50+00 +50 51+00 +50 52+00
U T
IL
S S
LA
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N
T
E C
T
S S
LA
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N
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E C
S S
LA
O U
N
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S S n h o lm e
DESIGNED BY
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CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P006_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1306
1" = 30'
PS
AE
SE
SE
N
E 1458750
N
E 1458950
N
E 1458750
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEET
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
P T S
T A . 4
.8
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
1" = 30'
TO POTOMAC
P C
S T
A
.1
PROPOSED CONSTRUCTION EASEMENT
STRUCTURE SCHEDULE
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
C
A
M .B
S M
C
M .B
A E C
52+00 +50 53+00 +50 54+00 +50 55+00
+50 56+00
+50 57+00
+50 58+00
+50 59+00
U T
IL
S S
S S
LA
O U
N
T
E C
S S
S S
LA
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N
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S S
LA
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E C
S S
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LA
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N:\32334-037\CADD\Models\65% CAD Files\pHD-P007_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1407
1" = 30'
PS
AE
SE
SE
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
ROADWAY PLAN SHEET
TO MD-5
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
E 1458250
N
E 1458500
N
E 1458250
N
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
1" = 30'
TO POTOMAC
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
PROPOSED CONSTRUCTION EASEMENT
C
B
A E C
A E C
59+00 +50 60+00 +50 61+00 +50 62+00 +50 63+00 +50 64+00 +50 65+00 +50 66+00
T
T E L
T
VHBX HBX
T n h o lm e
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N:\32334-037\CADD\Models\65% CAD Files\pHD-P008_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1508
1" = 30'
PS
AE
SE
SE
N
E
N
E
N
E
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEET
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
1" = 30'
P T S
T A . 6
.1
TO POTOMAC
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
A E
C
B
A E
C
C
A E
C
A E
C
A
A E
C
A E
C
M .B
A E
C
A
A E
C
C
66+0
+50
67+0
+50
68+0
+50
69+0
+50 70+00 +50
71+00
+50
72+00
+50
73+00
S S
T
S S
LA
O
U N
T
E C
S S
LA
O
U N
T
E C
S S
LA
O
U N
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E C
S S
LA
O
U N
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LA
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T E L
T V
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S S
H B
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B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1609
1" = 30'
PS
AE
SE
SE
N
E 1457400
N
E 1457700
N
E 1457400
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEETROADWAY LEGEND
PAVEMENT REHABILITATION
MD 2
49 (
PINEY P
OIN
T ROAD)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
P C S
T A . 6
.8
1 P C
C S
T A . 7
.7
TO P
OTOMAC
1" = 30'
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
M .B
A E
C
A
A E
C
A E
C
C
A E
C
A
A E
C
73+00 +50 74+00 +50 75+00 +50 76+00 +50 77+00 +50 78+00 +50 79+00 +50 80+00
T U
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IL
U T
IL
S S
L
A O
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S S
L
A O
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E C
E .M
S S
L
A O
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A O
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T E
L
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S S
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A O
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E C S S
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B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1710
1" = 30'
PS
AE
SE
SE
N
M A T
E
S T A
S E E
P S
M A
T C
H L
IN
E
S T
A
S
E E
P S
-1
1TO MD-5
ROADWAY PLAN SHEETROADWAY LEGEND
PAVEMENT REHABILITATION
MD 249 (PINEY POINT ROAD)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
1" = 30'
P T S
T A . 7
.1
E 1457400
N
E 1457100N
E 1457100
N
TO POTOMAC
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
M .B
80+00
+50
81+00
+50
82+00 +50 83+00
+50 84+00
+50 85+00
+50
86+00
+50
87+0
S S
LA
O U
N
T
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U T
IL
U T
IL
S S
S S
S S
LA
O U
N
T
E C
S S
LA
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N
T
E C
U T
IL
S S
LA
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N
T
E C
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
S S
LA
O U
N
T
E C
S S
S S
LA
O U
N
T
E C n h o lm e
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P011_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1811
1" = 30'
PS
AE
SE
SE
E 1457000
N
E 1457000
N
E 1456750
N
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO CHESAPEAKE BAY
TO M
D-5
ROADWAY PLAN SHEET
MD 249
(PINEY POI
NT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
REVETMENT AT 3.5' CREST
PROPOSED SITE 2:
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EASEMENT
CONSTRUCTION
PROPOSED
TREATMENT
TYPE K END
TRAFFIC BARRIER W BEAM
P T S
T A . 8
.1
P C S
T A .4
1" = 30'
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
PROPOSED SITE 4 : CREST AT 2.50'
C
A E C
A E C A
87+00 +50 88+00 +50 89+00 +50 90+00 +50 91+00 +50 92+00 +50 93+00 +50 94+00 +50
POTOMAC RIVER
ST. MARY'S RIVER
S S
LA
O U
N
T
E C
U T
IL
U T
IL
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C n h o lm e
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P012_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 1912
1" = 30'
PS
AE
SE
SE
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
TO CHESAPEAKE BAY
TO MD-5
ROADWAY PLAN SHEETROADWAY LEGEND
PAVEMENT REHABILITATION
MD 249 (PINEY POINT ROAD)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
PROPOSED TEMPORARY EASEMENT
1" = 30'
TRAFFIC BARRIER W BEAM
P T
S T
A
.7
E
N
E
N
E
N
TYPE C END TREATMENT
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
PROPOSED SITE 4 : CREST AT 2.50'
3.5' CREST
REVETMENT AT
PROPOSED SITE 2:
PROPOSED RIGHT OF WAY
PROPOSED RIGHT OF WAY
C B
A E C A
A E C
A E C
+50 95+00 +50 96+00 +50 97+00 +50 98+00 +50 99+00 +50 100+00 +50 101+00 +50 102+00
E.M.
U T
IL
W
U T
IL
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C n h o lm e
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P013_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 2013
1" = 30'
PS
AE
SE
SE
N
E
N
E
N
E
N
M A T
E
S T A
S E E
P S
M A T
E
S T A
S E E
P S
ROADWAY PLAN SHEET
TO MD-5
ROADWAY LEGEND
PAVEMENT REHABILITATION
MD 249 (PINEY POINT ROAD)
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
1" = 30'
TO POTOMAC
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
TYPE K END TREATMENT
TYPE C END TREATMENT
EASEMENT
PERPETUAL
PROPOSED
C B
S S
C
S S
A E C
S S
S S
S S
A E C C
S S
A E C E
A E C
C
A E C D
A E C F
M .B
S S
A E C A
M .H
S S
S S
S S
S S
S S
102+00 +50 103+00 +50 104+00 +50 105+00 +50 106+00 +50 107+00 +50 108+00 +50
U T
IL
W
W
SS
L A
O U
N
T
E
C
S S
LA
O U
N
T
E C
SS
L A
O U
N
T
E
C
SS
L A
O U
N
T
E
C
S S
S S
S S
U T
IL
W
S S
LA
O U
N
T
E C
U T
IL
T E L
T E L
S S
S
SS
S
S S
LA
O U
N
T
E C
S S
LA
O U
N
T
E C
S S
U T
IL
S S
LA
O U
N
T
E C
S S
SS
S S S S
S S
S S n h o lm e
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
N:\32334-037\CADD\Models\65% CAD Files\pHD-P014_MD249.dgnFILE:
B Y
ST. MARY'S
SM1235174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
86OF
QUANTITY NOTES
OFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
CONCEPTUAL PLANS FOR INFORMATION ONLY.
14 2114
1" = 30'
PS
AE
SE
SE
N
M A T
E
S T A
S E E
P S
TO MD-5
ROADWAY PLAN SHEET
MD 249 (PINEY POINT ROAD)
ROADWAY LEGEND
PAVEMENT REHABILITATION
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
E
N
E
N
E
N
1" = 30'
WITH COIL FIBER LOG
WAVE ATTENUATION DEVICE (WAD)
PROPOSED SITE 3:
P C S
T A .0
LEGEND
WETLAND BUFFER
WETLAND LINE
MARSH LINE
WATER OF US LINE
100 YR FLOOD LINE
TO POTOMAC
PROPOSED PERPETUAL EASEMENT
PROPOSED RIGHT OF WAY
STA. 109+00
MD 249 (PINEY POINT ROAD)
SM2595174
LIMIT OF WORK
e m a m
7/28/2025PLOTTED:
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
pw:\\amt-pw.bentley.com:amt-pw-02\Documents\Projects\22-0152.004\05-CAD\pHP-V001_MD249.dgnFILE:
(MARYLAND PUBLIC INFORMATION ACT).
PROVISIONS CODE ANN. § 4-344
PUBLIC DISCLOSURE UNDER MD. GENERAL
COMMUNICATION THAT IS NOT FOR
INTERAGENCY/INTRA-AGENCY DELIBERATIVE
SUBJECT TO CHANGE. IT IS AN
THIS DOCUMENT/PLAN IS DRAFT AND
B Y
ST. MARY'S
SM2595174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
SEMI-FINAL REVIEW
EMAIL: AMT1@AMTENGINEERING.COM
PHONE (410) 752-6552 | FAX (410) 752-6553
TOWSON, MD 21204
901 DULANEY VALLEY ROAD, SUITE 710
CONSULTING ENGINEERS
NC.I SSOCIATES,A HOMAS ANDT ORTONM. A
JULY 2025
23-PR-0035
OFOFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
HIGHWAY DESIGN DIVISION
OFFICE OF HIGHWAY DEVELOPMENT
E L
E V
.2
10+00 11+00 12+00 13+00 14+00
15+00
15+00 16+00 17+00 18+00 19+00
04 2201
1" = 20'
PR
AE
SE
SE
1" = 1'
EXISTING GROUND
PROPOSED GRADE
MD 249 (PINEY POINT ROAD)
MD 249 (PINEY POINT ROAD)
M A T
E
S T A
M A T
E
S T A
PROPOSED GRADE
M A T
E
S T A
S E E
P
R
EXISTING GROUND
+25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50
+25 +50 +75 +25 +75 +25 +75 +25 +50 +75 +25 +50 +75
STA. 10+00
MD 249 (PINEY POINT ROAD)
SM2595174
LIMIT OF WORK
+50 +50
ROADWAY PROFILECONCEPTUAL PLANS FOR INFORMATION ONLY.
m a
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
pw:\\amt-pw.bentley.com:amt-pw-02\Documents\Projects\22-0152.004\05-CAD\pHP-V002_MD249.dgnFILE:
(MARYLAND PUBLIC INFORMATION ACT).
PROVISIONS CODE ANN. § 4-344
PUBLIC DISCLOSURE UNDER MD. GENERAL
COMMUNICATION THAT IS NOT FOR
INTERAGENCY/INTRA-AGENCY DELIBERATIVE
SUBJECT TO CHANGE. IT IS AN
THIS DOCUMENT/PLAN IS DRAFT AND
B Y
ST. MARY'S
SM2595174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
SEMI-FINAL REVIEW
EMAIL: AMT1@AMTENGINEERING.COM
PHONE (410) 752-6552 | FAX (410) 752-6553
TOWSON, MD 21204
901 DULANEY VALLEY ROAD, SUITE 710
CONSULTING ENGINEERS
NC.I SSOCIATES,A HOMAS ANDT ORTONM. A
JULY 2025
23-PR-0035
OFOFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
HIGHWAY DESIGN DIVISION
OFFICE OF HIGHWAY DEVELOPMENT
04 2302
1" = 20'
PR
AE
SE
SE
1" = 1'
20+00 21+00 22+00 23+00 24+00 25+00
25+00 26+00 27+00 28+00 29+00
EXISTING GROUND
PROPOSED GRADE
MD 249 (PINEY POINT ROAD)
MD 249 (PINEY POINT ROAD)
M A T
E
S T A
M A T
E
S T A
PROPOSED GRADE
EXISTING GROUND
+20
M A T
E
S T A
S E E
P
R
19+50
+25 +50 +75 +25 +50 +75 +25 +50 +75
+25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75+75 m a
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
pw:\\amt-pw.bentley.com:amt-pw-02\Documents\Projects\22-0152.004\05-CAD\pHP-V003_MD249.dgnFILE:
(MARYLAND PUBLIC INFORMATION ACT).
PROVISIONS CODE ANN. § 4-344
PUBLIC DISCLOSURE UNDER MD. GENERAL
COMMUNICATION THAT IS NOT FOR
INTERAGENCY/INTRA-AGENCY DELIBERATIVE
SUBJECT TO CHANGE. IT IS AN
THIS DOCUMENT/PLAN IS DRAFT AND
B Y
ST. MARY'S
SM2595174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
SEMI-FINAL REVIEW
EMAIL: AMT1@AMTENGINEERING.COM
PHONE (410) 752-6552 | FAX (410) 752-6553
TOWSON, MD 21204
901 DULANEY VALLEY ROAD, SUITE 710
CONSULTING ENGINEERS
NC.I SSOCIATES,A HOMAS ANDT ORTONM. A
JULY 2025
23-PR-0035
OFOFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
HIGHWAY DESIGN DIVISION
OFFICE OF HIGHWAY DEVELOPMENT
E L
E
04 2403
1" = 20'
RP
AE
SE
SE
1" = 1'
37+00 38+00 39+00 40+00 41+00 42+00
43+00 44+00 45+00
42+50
42+50
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
M A T
E
S T A
M A T
E
S T A
MD 249 (PINEY POINT ROAD)
MD 249 (PINEY POINT ROAD)
+15
+25 +50 +75+65 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25
+25 +50 +75 +25 +50 +75+75
ROADWAY PROFILECONCEPTUAL PLANS FOR INFORMATION ONLY.
m a
DESIGNED BY
DRAWN BY
CHECKED BY
MDE PRD/
COUNTY
LOGMILE
SHEET NO. OF
pw:\\amt-pw.bentley.com:amt-pw-02\Documents\Projects\22-0152.004\05-CAD\pHP-V004_MD249.dgnFILE:
(MARYLAND PUBLIC INFORMATION ACT).
PROVISIONS CODE ANN. § 4-344
PUBLIC DISCLOSURE UNDER MD. GENERAL
COMMUNICATION THAT IS NOT FOR
INTERAGENCY/INTRA-AGENCY DELIBERATIVE
SUBJECT TO CHANGE. IT IS AN
THIS DOCUMENT/PLAN IS DRAFT AND
B Y
ST. MARY'S
SM2595174
FROM THOMAS ROAD TO STARK DRIVE
MD 249 (PINEY POINT ROAD)
SEMI-FINAL REVIEW
EMAIL: AMT1@AMTENGINEERING.COM
PHONE (410) 752-6552 | FAX (410) 752-6553
TOWSON, MD 21204
901 DULANEY VALLEY ROAD, SUITE 710
CONSULTING ENGINEERS
NC.I SSOCIATES,A HOMAS ANDT ORTONM. A
JULY 2025
23-PR-0035
OFOFDRAWING NO. -
VERTICAL SCALE
HORIZONTAL SCALE
REVISIONS
HIGHWAY DESIGN DIVISION
OFFICE OF HIGHWAY DEVELOPMENT
ELEV 3.28E
L
E V
.6
+0
1" = 20'AE
SE
SE
1" = 1'
75+00 76+00 77+00 78+00 79+00 80+00
81+00 82+00 83+00
80+50
80+50
MD 249 (PINEY POINT ROAD)
MD 249 (PINEY POINT ROAD)
EXISTING GROUND
EXISTING GROUND
M A T
E
S T A
M A T
E
S T A
PROPOSED GRADE
PROPOSED GRADE
04 2504PR
+25 +50 +75 +25 +50 +75 +25+75+50+25 +75+50 +25 +50 +25+75+40
+75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75
84+00 85+00
| ROADWAY PLAN SHEETS |
| DRAWING NO.PS-01OF14 |
| DRAWING NO.PS-02OF14 |
| DRAWING NO.PS-03OF14 |
| DRAWING NO.PS-04OF14 |
| DRAWING NO.PS-05OF14 |
| DRAWING NO.PS-06OF14 |
| DRAWING NO.PS-07OF14 |
| DRAWING NO.PS-08OF14 |
| DRAWING NO.PS-09OF14 |
| DRAWING NO.PS-10OF14 |
| DRAWING NO.PS-11OF14 |
| DRAWING NO.PS-12OF14 |
| DRAWING NO.PS-13OF14 |
| DRAWING NO.PS-14OF14 |
| ROADWAY PROFILES |
| DRAWING NO.PR-01OF04 |
| DRAWING NO.PR-02OF04 |
| DRAWING NO.RP-03OF04 |
| DRAWING NO.PR-04OF04 |
File details come from the government source that posted it. Updated .