4-1-26-2-19-5 Camp Fretterd Waterline ES Drawings.pdf
PDF 11 MB Posted
- Solicitation number
- 1-26-2-19-5
- Issued by
- Baltimore County, Maryland
About this file
This file contains Erosion and Sediment Control (ESC) Plans prepared by Navarro & Wright Consulting Engineers, Inc. for the Camp Fretterd Water Main Replacement Project in Baltimore County, Maryland, under the Maryland Environmental Service (MES). The project involves the installation of new water mains and abandonment/removal of existing water mains at the Camp Fretterd Military Reservation located at 13700 Hanover Pike, Reisterstown, Maryland 21136. The site encompasses 486.08 acres with a total Limit of Disturbance (LOD) for waterlines of 155,640 square feet (3.57 acres). The ESC plans consist of 16 drawing sheets (ESC-1 through ESC-16) that detail erosion and sediment control measures including 18-inch silt fence installation, soil stabilization matting, and same-day stabilization protocols. Construction shall comply with the 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control as established by the Maryland Department of Environment (MDE) and the Natural Resources Conservation Service (NRCS).
The plans specify that no stormwater management (SWM) is required since no new impervious area is proposed and all ground will be restored to original conditions. Key construction sequencing requirements include contractor notification to MDE at least seven days prior to land disturbance activities, a mandatory preconstruction meeting with MDE representatives, and implementation of same-day stabilization measures limiting trench openings to no more than 100 linear feet or only that section capable of being backfilled and fully stabilized within a single work day. The site is located entirely within the Liberty Reservoir Watershed, which is designated as a DNR Focal Area. Professional certification of the ESC plans was provided by Paul J. Navarro, a licensed Professional Engineer in Maryland (License No. 21009, expiration date 10-25-2027). The plans were revised on 11/12/25 with MES Project Number 1-26-2-19-5.
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Text version
- LIMIT OF DISTURBANCE
- 18" SILT FENCE
SEDIMENT CONTROL LEGEND
SF SF SF
MdB GdB
- SOIL BOUNDARY
- SOIL STABILIZATION MATTING
- SAME DAY STABILIZATIONSDS
MASTER LEGEND
INDEX CONTOUR
CONTOUR
STORM PIPE
CONCRETE
E V-POWR
SURVEY TREE OR SPECIMEN TREE
WATER VALVE
BUILDING
EXISTING LEGEND
INDEX CONTOUR
CONTOUR
PROPOSED LEGEND
LIMIT OF DISTURBANCE
X FENCE
UE UE UNDERGROUND ELECTRIC
SOIL BOUNDARY
LIGHT POLE
EXISTING WATER
GAS GAS GAS ELECTRIC
CAMP FRETTERD
EROSION AND SEDIMENT CONTROL PLANS
FOR
WATER MAIN REPLACEMENT
MES PROJECT ID 1-22-2-26-3
BALTIMORE COUNTY, MARYLAND
CAMP FRETTERD
LOCATION MAP
SCALE: 1" = 2000'
VICINITY MAP
SCALE: 1" = 1 MILE
SITE
SITE
GENERAL NOTES:
1. The purpose of this plan is to provide sediment and erosion control for the installation of new water mains and abandonment/removal of the existing water mains. SWM for this project is not required since no new impervious area is proposed and all ground will be restored to original conditions.
2. Property Information: Site Address: 13700 Hanover Pike, Reisterstown, MD 21136 Owner: State of Maryland, Military Department Tax Account No.: 0419071650 Tax Map: 0039 Tax Map Grid: 0015 Parcel No.: 68 Liber/Folio: L. 08312 / F. 00339 Total Site Area: 486.08 Acres (Per deed)
3. Total LOD for Waterlines = 155,640 S.F. / 3.57 Ac.
4. The boundary shown hereon was taken from record plans provided by GMB.
5. Topography, utilities, and existing features shown hereon are taken from a field run survey by GMB dated June, 2022.
Contours are shown at a one-foot interval.
6. Refer to the Geotechnical report by Findling, Inc., dated August 4, 2022 for subsurface conditions.
7. In accordance with a field study conducted on May 14, 2022 by Steven Heiss, Q.P., Sr. Environmental Scientist, for
Navarro & Wright Consulting Engineers, Inc., there are no forested areas, specimen trees, tidal or non-tidal wetlands, floodplain, steep slopes, wetland buffers or highly erodible soils located within the LOD of the MBR-WWTP Addition.
8. SWM for this project is not required since no new impervious area is proposed and all ground will be restored to original conditions.
9. This site is located entirely within the Liberty Reservoir Watershed. The large onsite forested area is a DNR Focal Area.
10. There are historical buildings located on this site. No work is proposed within the vicinity of any historical building.
11. All construction shall be in accordance with the latest MDE Standards. The Erosion and Sediment Control plans were prepared in accordance with the “2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control”, dated December, 2011, by MDE-WRA and NRCS.
DRAWING LIST
DWG. NO.
SHEET NO.
ESC-1
ESC-2
ESC-3
ESC-4
ESC-5
ESC-6
ESC-7
ESC-8
ESC-9
ESC-10
ESC-11
ESC-12
ESC-13
ESC-14
ESC-15
ESC-16
TITLE
EROSION AND SEDIMENT CONTROL PLAN - TITLE SHEET
EROSION AND SEDIMENT CONTROL PLAN - KEY SHEET
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN - NOTES AND DETAILS
EROSION AND SEDIMENT CONTROL PLAN - STANDARD NOTES
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH.
._____________ ________________________________PAUL J. NAVARRO21009
11/03/2025
1-26-2-19-5
1 11/12/25 Revised MES Project Number
1-26-2-19-5
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OMAHA BEACH CIR.
RUE SAINT LO DR.
PARK DR.
WATER VIEW DR.
MANSION DR.
RUE SAINT LO DR.
RUE SAINT LO DR.
BUILDING NO. 421
(DECISION CENTER)
BUILDING NO. 420
(WEINBERG CENTER)
BUILDING NO. 107
(ABE SHERMAN BARRACKS)
BUILDING NO. 106
(PATRICK REGAN BARRACKS)
BUILDING NO. 104
(WILLIAM CREIGLER BARRACKS)
BUILDING NO. 103
(FLEETWOOD HALL BARRACKS)
BUILDING NO. 108
(GREY HOUSE)
BUILDING NO. 102
(COSTIN DINING/MESS HALL)
BUILDING NO. 109
(STOREHOUSE)
BUILDING NO. 101
(SCHAEFER HALL/EDUCATION CENTER)
BUILDING NO. 100
(29TH DIVISION HALL)
BUILDING NO. 105
(SHERWOOD HALLMAN BARRACKS)
BUILDING NO. 110
(CHAPEL)
BUILDING NO. 111
(RESERVATION MANAGER)
BUILDING NO. 115
(WACHTER MAINTENANCE FACILITY)
BUILDING NO. 228
(PAVILION)
BUILDING NO. 206
(GIST BUILDING)
BUILDING NO. 207
(CORPORAL CHARLES VEAL)
BUILDING NO. 30
(PUMP HOUSE)
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
SD
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LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
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- LIMIT OF DISTURBANCE
- 18" SILT FENCE
SEDIMENT CONTROL LEGEND
SF SF SF
MdB GdB
- SOIL BOUNDARY
- SOIL STABILIZATION MATTING
- SAME DAY STABILIZATIONSDS
MATCH LINE SEE SHEET 4
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH.
SEQUENCE OF CONSTRUCTION:
THE CONTRACTOR SHALL NOTIFY THE ADMINISTRATION (MDE) AT (410) 537-3510, AT LEAST SEVEN (7) DAYS BEFORE ANY LAND DISTURBING ACTIVITY AND HOLD A PRECONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND REPRESENTATIVES OF MDE.
1. PROVIDE SURVEY AND LAYOUT OF THE LIMITS OF DISTURBANCE (LOD). LOD MUST BE FIELD MARKED PRIOR TO CLEARING TREES, INSTALLING SEDIMENT CONTROLS, OR OTHER LAND DISTURBING ACTIVITIES.
2. WITH THE PERMISSION OF THE MDE INSPECTOR, CLEAR & GRUB FOR, AND INSTALL PERIMETER SILT FENCE. SILT FENCE REMOVED TO
FACILITATE WORK MUST BE REPLACED BY THE END OF EACH WORK DAY.
3. CONSTRUCTION ACTIVITY CAN PROCEED.
4. FOR ALL UTILITY WORK, THE CONTRACTOR SHALL OPEN ONLY THAT SECTION OF TRENCH THAT CAN BE BACKFILLED AND STABILIZED EACH DAY. (SEE SAME DAY STABILIZATION NOTE ON THIS SHEET AND MDE GENERAL NOTE #8).
5. AS WORK PROGRESSES, FINE GRADE AND STABILIZE THE DISTURBED AREAS WITH PERMANENT STABILIZATION, AS SPECIFIED ON
THESE PLANS.
6. AFTER ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED, WITH THE PERMISSION OF THE MDE INSPECTOR, REMOVE ALL SEDIMENT
CONTROL DEVICES AND STABILIZE REMAINING DISTURBED AREAS.
1 11/12/25 Revised MES Project Number
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UE
GAS
C
C
GdC
GdC
MaD
GdC
GdC
MaD
GdCGdC
GdC
MaD
GdC
GdC
MaD
GdC
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
SF
SF
SF
SDS
SDS
SDS
SDS
SDS
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
W
AT
ER
V
IE
W
D R.
MATC
H LI
NE S
EE S
HEET
M
AT
C H
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
U E
U E
UE
U E
U E
U E
U E
UE
UE
U E
UE
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
X
XX
X
X
X
X X
X
X
X
X
X
X
X
WgB
MdE
MdE
GhC
GdB
GdC
GdC
GdC
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
SF
SF SF SF
SF SF
SDS
SDS
SDS
SDS
SDS
SF
SF
SF
M
AT
C H
L
IN
E
SE
E
SH
EE
T
MATCH LINE SEE SHEET 6
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
UE
UE UE UE UE UE UE UE UE UE
UE
UE
UE
UE
UE
X
X
X
X
GaC
GfB
GaBMbD
GhB
GdC
WgBWgB
WgB
WgB
MaC
GhC
MdE
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
RUE SAINT LO DR.
R U
E
SA
IN
T
LO
D
R
SDS
SDS SDS
SDS
SF
SF
SF
NOTE: DISTURBANCE WITHIN 10'
OF THE EXISTING ROADSIDE DITCH
SHALL BE MINIMIZED.INSTALL NEW FIRE HYDRANT AND
ABANDON EXISTING FIRE HYDRANT.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
M
AT
C H
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
U E
C
GAS
GAS GAS GAS GAS GAS
UE UE UE UE
UE
UE UE UE UE
UE
UE UE UE UE UE UE
UE
UE
UE UE
UE UE UE
UE
UE UE UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
C UE
UE UE UE
UE UE
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
UE
UE
UE
UE
UE
UE
UE
UE
GAS
GAS
GAS
GAS
GAS
UE
U E
C
U E
U E
C C
UE
UE
UE
UE
UE
U E
GfB GdC
GfB GdC
GaB
GfB
GfB
GdB
GaB
U E
C
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE UE
UE UE
UE UE
UE UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE UE
UE
UE
UE
UE UE
UE
UE
UE
UE UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE UE
UE UE UE UE
UE UE UE UE UE
UE UE
UE
UE
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE UE
UE
UE UE
UE
UE
UE
UE UE
UE UE
UE UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE
UE
UE UE UE
UE
UE
UE
UE
UE
UE UE UE
UE
UE
UE
UE
UE
UE UE UE
UE
UE
UE
UE
UE
UE UE
RUE SAINT LO DR.
SDS
SDS
SDS
SDS
SDS
SF
SF
SF
SF
SF
SF
INSTALL NEW FIRE HYDRANT AND
ABANDON EXISTING FIRE HYDRANT.
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
M
AT
CH
L
IN
E
SE
E
SH
EE
T 6 M
AT
C H
L
IN
E
SE
E
SH
EE
T
MATCH LINE SEE SHEET 8
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
GAS
UE
U E
U E
U E
U E
UE
UE
UE
UE
U E
UE
UE
U E
U E
C
C
C
C
C
C
C
U E
U E
C
C
C
U E
U E
U E
UE
UE
UE
UE
UE
U E
U E
UE
GAS
GAS
G
AS
G
AS
G
AS
GASGAS
GdA
MbD
GdB
GaC
GdB
G dB
G aB
GdB
GaB
GaC
GdA
GdA
GdA
GdB
GdB
GdB
U E
U E
U E
UE
UE
C
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
C
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
U E
U E
UE
U E
U E
UE
U E
UE
U E
U E
UE
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
UE
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
O M
AH
A
BE
AC
H C
IR
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
LOD
56 S.F.
SF
SF
SF
SF
SD
S
SDS
SDS
SDS
SDS
SDS
SDS
SDS
SDS
SDS
SF
SF
SF
SF
SF
SF
SF
SF
SIP
M
AT
C H
L
IN
E
SE
E
SH
EE
T
MATCH LINE SEE SHEET 11
MATCH LINE SEE SHEET 9
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
G
AS
G
AS
U E
U E
U E
U E
U E
C
C
C C
C
C C
CC
UE
U E
U E
UE
UE
UE
UE
UE
UE
UEUE
UE
UE
UE
U E
U E
UE
C
UE
MbDGdB GdB
GdA
GdB
GdB
GdB C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
U E
UEUE
UE
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CC
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
U E
U E
U E
U E
UE
U E
U E
U E
U E
UE
UE
U E
UE
U E
UE
UE
U E
UE
U E
UE
U E
UE
UE
UE
UE
UE
UE
U E
U E
U E
UE
UE
UE
UE
UE
U E
U E
U E
UE
UE
UE
UE
UE
UE
U E
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
UE
UE
U E
UE
UE
U E
UE
UE
U E
UE
UE
U E
UE
UE
U E
UE
UE
U
EUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
U E
U E
UE
U E
UE
U E
U E
U E
U E
U E
U E
U E
UE
U E
U E
UE
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
UE
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
U E
U E
U E
U E
U E
U E
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
OMAHA BEACH CIR.
SF
SF
SF
SF
SDS
SDS
SDS
SDS
SDS
SDS
MATCH LINE SEE SHEET 8
MATCH LINE SEE SHEET 10
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
UE
UE
UE
UE
UE
UE
UE
C
C
C
C
C C
UE
C U E
UE
C
UE
UE UE
UE
UEC
C C
C C
C C
GAS
GAS
UE
UE
UE
UE
UE
UE
MaC
GdB GdA
GdB
MbD
GdAGdB
C
C C
C C
C C
C C
C
C C
C C
C C
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UEUEUE
UEUEUEUE
UEUEUE
UEUEUEUE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE UE
UE
UE
UE
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C C
C C C C
C C C
C C C C
C C C
C C C
C C C C
C C C
C C C C
C C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
C C
C C
UE
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
OMAHA BEACH CIR.
SD
S
SDS
SDS
SDS
SDS
SDS
SF
MATC
H LI
NE S
EE S
HEET
9 MAT
CH
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
GAS
GAS
GAS
GAS
UE
U E
UE
UE
UE
UE
UE
C
C
C
G
AS
GAS
GAS
GAS GAS GAS
GAS
GAS
G
AS
U E
U E
G
AS
G
AS
UE
UE
UE
UE
UE
UE
UE
GdA
Gd A
GdA
GdA
GdB
GdB
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
UE
U E
U E
U E
UE
U E
U E
UE
UE
U E
U E
UE
U E
U E
U E
UE
U E
U E
U E
UE
U E
U E
U E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
U E
LI
M
IT
S
OF
DI
ST
UR
BA
NC
E
5, S.
F.
, 3 .5
AC
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
LOD
56 S.F.
LIMITS OF DISTURBANCE
3.58 AC.
O M
AH
A BEAC
H C
IR
OMAHA BEACH CIR.
OMAHA BEACH CIR.
SF SF SF
SD
S
SD
S
SDS
SDS
SDS
SDS
SDS
SDS
SF
SIP
MATCH LINE SEE SHEET 8
M
AT
CH
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
GAS GAS GAS
UE UE UE UE UE
C C C C C
U E
GAS
G
AS
GA
S
G
AS
G
AS
U E
U E
U E
U E
U E
GA
S
GA
S
GA
S
GA
S
C
C
C
C
C
C
C
C
C
C
CC
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GdB
MaD
GdC
G dC
G dC
MaD
GdC
GdB
GdB
U E
UE
UE
U E
U E
U E
U E
U E
UE
U E
U E
U E
UE
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
UE
U E
UE
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
U E
UE
U E
U E
U E
U E
U E
U E
U E
UE
U E
U E
UE
U E
U E
UE
U E
U E
U E
U E
U E
U E
U E
U E
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
OMAHA BEACH CIR.
RU
E
SA
IN
T
LO
D R.
SD
S
SDS
SDS
SDS
SDS
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE SEE SHEET 7
MATC
H LI
NE S
EE S
HEET
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
CCC
CC
C
CCCC
C
CC
C
C
C
C
C
C
C
C
C
C
C UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE
UE
UE
UE
UE UE UE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
GAS
GAS GAS GAS GAS
GAS
GAS GAS
GAS
GAS GAS GAS
G dC
GdC
MaD
GdB
MaD
GdCGdB
GdB
GdC
5, S.
F.
, 3 .5
AC
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
SD
S
SDS
SDS SDS
SF
SF
SF
SF
SF
SF
SF
SF SF
M
AT
C H
L
IN
E
SE
E
SH
EE
T
M
AT
CH
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
UE UE
UE UE
UE
UE
UE
UE UE UE
C C
CCC
CCCC
UE UE UE
UE
UE UE UE
UE
UEGAS GAS GAS GAS
GAS
GAS GAS GAS
GAS
GAS
CC
C
C
C
C
GAS
GAS
GAS
GAS
GAS
UE
UE
UE
UE
UE
UE
GASC
UE
UE
U E
GASC
GA
S
C
UE
U E
U E
GdC
GdB
GdB
MaD
GdC
GdB
GdC
LIMITS OF DISTURBANCE
155,640 S.F., 3.57 AC.
SDS
SDS
SDS
SF
SF
M
AT
C H
L
IN
E
SE
E
SH
EE
T
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
SAME DAY STABILIZATION:
USE SDS FOR THESE AREAS. NO MORE THAN 100 L.F. OF TRENCH, OR NO MORE
THAN CAN BE BACKFILLED AND FULLY STABILIZED IN A SINGLE DAY MAY BE OPENED
EACH DAY. NO OTHER EARTH DISTURBANCE OF ANY KIND SHALL BE UNDERTAKEN
THAT CANNOT BE FULLY STABILIZED AT THE END OF EACH WORK DAY.
NOTE: ``STABILIZATION'' MEANS COMPACTING SOIL AND PERMANENT SEEDING WITH
MULCH, COVERING WITH GRAVEL, STONE, STEEL PLATE, OR, IN PAVED
ROADWAY AND PEDESTRIAN AREAS, ASPHALT OR CONCRETE PATCH. 1 11/12/25 Revised MES Project Number
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
1 11/12/25 Revised MES Project Number
PROFESSIONAL CERTIFICATION
I HEREBY CERTIFY THAT THESE DOCUMENTS WHERE PREPARED OR
APPROVED BY ME, PAUL J. NAVARRO, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MARYLAND, LICESE NO. 21009, EXPIRATION DATE: 10-25-2027.
CORPORATE OFFICE
151 RENO AVENUE
NEW CUMBERLAND, PA 17070
PHONE: (717) 441-2216
FAX: (717) 441-2218
www.navarrowright.com
CONSULTING ENGINEERS, INC.W
N
1 11/12/25 Revised MES Project Number
| 2112SC225-WMR-ESC-1-ESC-1 |
| 2112SC225-WMR-ESC-2-ESC-2 |
| 2112SC225-WMR-ESC-3-ESC-3 |
| 2112SC225-WMR-ESC-4-ESC-4 |
| 2112SC225-WMR-ESC-5-ESC-5 |
| 2112SC225-WMR-ESC-6-ESC-6 |
| 2112SC225-WMR-ESC-7-ESC-7 |
| 2112SC225-WMR-ESC-8-ESC-8 |
| 2112SC225-WMR-ESC-9-ESC-9 |
| 2112SC225-WMR-ESC-10-ESC-10 |
| 2112SC225-WMR-ESC-11-ESC-11 |
| 2112SC225-WMR-ESC-12-ESC-12 |
| 2112SC225-WMR-ESC-13-ESC-13 |
| 2112SC225-WMR-ESC-14-ESC-14 |
| 2112SC225-WMR-ESC-15-ESC-15 |
| 2112SC225-WMR-ESC-16-ESC-16 |
File details come from the government source that posted it. Updated .