mccarter lane existing storm drain...carvel lane carvel lane stuart road warfield road ridgely drive...
TRANSCRIPT
SS
EX. WHC (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. 2" FM (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
SS
SSW
EX. WELLAA-88-5153
EX. LIGHTPOLE
EX. LIGHTPOLE
W
EX. WELLAA-14-0952
11,962,455 SQ. FT.
OR 274.620 AC.
BEVERLY TRITON BEACH PARK
2,680,418 SQ. FT.
OR 61.534 AC.
P/O BEVERLY TRITON BEACH PARK
216,941 SQ. FT.
OR 4.980 AC.
EXISTING R/W
EX.BEACHACCESS
PROPOSED CARVEL ROAD REALIGNMENT
PROPOSED BOARDWALK/OVERLOOK/CHILDRENS NATURE PLAYGROUND
PROPOSED PARK PARKING LOTWITH GATE HOUSE
PROPOSED PAVILION
EXISTING RANGER'S RESIDENCE
PROPOSED BEACH ACCESS IMPROVEMENTS
PROPOSED BATHHOUSE / OFFICE
PROPOSED PAVILION
PROPOSED PAVILION
EXISTING UNPAVED TRAILS
CARVEL LANE
CARVE
L LAN
E
STUART ROAD
WARFIELD ROAD
RIDGELY DRIVE
SUNDEE DRIVE
SWEE
T LEA
F LAN
E
MAYO AVENUE
LINDEN AVENUE
LAKEVIEW AVENUE
OAKFORD AVENUE
ARUNAH AVENUE
MCCARTER LANE
HONEYSUCKLE DRIVE
PENNINGTON COURT
APPROXIMATE LIMITSFUTURE COUNTY SHORELINE EROSION CONTROL PROJECT(BY OTHERS)
PROPOSED STABILIZED TRAIL IN SANDSEE INSET THIS SHEET
PROPOSED FISHING PIERSEE INSET THIS SHEET
CEDA
R AV
ENUE
BREEM POND
CHESAPEAKE BAY
BEVERLY LAKE
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10
9
8
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6
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
CRITICAL AREA MANAGEMENT PLANAS SHOWN
CA1
FISHING PIER INSETSCALE: 1" = 100'
STABILIZED TRAIL INSETSCALE: 1" = 100'
OVERALL SITESCALE: 1" = 500'
SITE LEGEND
T T T
SS SS
SDSD
PROPERTY LINE / RIGHT-OF-WAY
EXISTING WOODS
EXISTING TREE W/ CRITICAL ROOT ZONE
EXISTING UTILITY POLE W/ OVERHEAD WIRE
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELEPHONE
EXISTING STORM DRAIN
EXISTING NON-TIDAL WETLANDS & 25' BUFFER
EXISTING CRITICAL AREA LINE
EXISTING CRITICAL AREA DESIGNATION
EXISTING MEAN HIGH WATER
100- BUFFER TO MEAN HIGH WATER
PROPOSED STONE DUST TRAIL
PROPOSED PUBLIC ROAD IMPROVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED GRASS PAVERS
PROPOSED SPLIT RAIL FENCE
PROPOSED STORMWATER MANAGEMENT
PROPOSED STORM DRAIN
PROPOSED LIMIT OF DISTURBANCE
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W W W
CRZ
CRZ
RCAMLW MLW MLW MLW
FIDS INTERIOR HABITAT LIMITS
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BELL WILLIAM G, ANN L
TAX MAP 65 - PARCEL 168
L. 03277 F. 00372
TAX ID #01-000-05658205
EDGE OF PAVEMENTGRAVEL
ASPHALT
CONC.
EDGE OF PAVEMENT
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EX. WELLAA-88-5153
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WETLAND IMPACT1,640 SF
WETLAND CONVERSION1,594 SFPFO TO PEMFOREST
CLEARINGAREA #11,356 SF
FORESTCLEARINGAREA #326,377 SF
FORESTCLEARINGAREA #21,615 SF
WETLAND IMPACT230 SF
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FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
CRITICAL AREA MANAGEMENT PLAN1" = 40'
MATCHLINE - SEE SHEET CA3
CA2LEGENDEXISTING WOODS
EXISTING LOT COVERAGE TO REMAIN
PROPOSED LOT COVERAGE
PROPOSED LOT COVERAGE REMOVED
PROPOSED LIMIT OF DISTURBANCE
PROPOSED FOREST CLEARING
FOREST CLEARING
AREA #1 1,356 SF
AREA #2 1,615 SF
AREA #3 26,377 SF
AREA #4 2,988 SF
AREA #5 7,755 SF
AREA #6 1,907 SF
TOTAL CLEARING 41,998 SF / 0.96 ACRES
FOREST COVER
15% TREE COVER IS REQUIRED OF THE RCA PORTION OF THE SITE
15% OF THE 302.76 AC. = 45.41AC
231.27 ACRES OF EXISTING FOREST IS WITHIN THE RCA PORTION OF THE SITE
SITE AREAGROSS SITE AREA 336.15 ACAREA OUTSIDE CRITICAL AREA LIMITS 33.39 ACAREA OF SITE BELOW MEAN HIGH TIDE 31.32 ACNET TRACT AREA OF SITE 271.14 AC
RCA SITE IS LIMITED TO 15% LOT COVERAGE
271.14 X 15% = 40.67 AC ALLOWED LOT COVERAGE
LOT COVERAGE
EXISTING LOT COVER 170,230 SF / 3.91 ACRES
EXISTING LOT COVER TO BE REMOVED 12,568 SF
EXISTING LOT COVER TO REMAIN 157,662 SF
PROPOSED LOT COVER ADDED 91,050 SF
TOTAL LOT COVER PROPOSED 248,712 SF / 5.71 ACRES
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EX. WHC (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. 2" FM (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. HOUSE
EX.SHED
WALK
GRAVEL
GRAVEL
GRAVEL
TRANSFORMER
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FM
EX. LIGHTPOLE
EX. LIGHTPOLE
W
EX. WELLAA-14-0952
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FMFM
FMFM
FMFM
LIMIT
OF MOWED
LAWN
EX.BEACHACCESS
CHESAPEAKE BAY100 FOOT BUFFER
FORESTCLEARINGAREA #42,988 SF
FORESTCLEARINGAREA #57,755 SF
FORESTCLEARINGAREA #61,907 SF
FORESTCLEARINGAREA #326,377 SF
WEX. WELLAA-81-7681
20
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11
1313
11
17
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87
88
10
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
CRITICAL AREA MANAGEMENT PLAN1" = 40'
MATCHLINE - SEE SHEET CA2
CA3LEGENDEXISTING WOODS
EXISTING LOT COVERAGE TO REMAIN
PROPOSED LOT COVERAGE
PROPOSED LOT COVERAGE REMOVED
PROPOSED LIMIT OF DISTURBANCE
PROPOSED FOREST CLEARING
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EX. WHC (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. 2" FM (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. HOUSE
GRAVEL
CONC.
WALKGRAVEL
GRAVEL
GRAVEL
GRAVEL
TRANSFORMER
FM
FM
FM
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SSW
EX. WELLAA-88-5153
EX. LIGHTPOLE
EX. LIGHTPOLE
W
EX. WELLAA-14-0952
X
X
X
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FM
FM FM FM
FM
FM
FM
FM
FM
FM
11,962,455 SQ. FT.
OR 274.620 AC.
BEVERLY TRITON BEACH PARK
EX.BEACHACCESS
EDGECLEARING1,356 SF
EDGECLEARING1,615 SF
EDGECLEARING26,377 SF
EDGECLEARING2,988 SF
EDGECLEARING7,755 SF
EDGECLEARING1,907 SF
INTERIORHABITAT
LOSS21,130 SF
WEX. WELLAA-81-7681
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22
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20
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19
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22
11
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FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
CRITICAL AREA MANAGEMENT PLAN1" = 100'
CA4
FIDS DETAILSCALE: 1" = 100'
LEGENDEXISTING WOODS
FIDS INTERIOR HABITAT LIMITS
PROPOSED EDGE IMPACT
PROPOSED INTERIOR IMPACT
PROPOSED LIMIT OF DISTURBANCE
FIDS WORKSHEET
PARCEL SIZE 336.15 TOTAL ACREAGE
302.76 CRITICAL AREA ACREAGE
EXISTING
FOREST COVER 324.80 TOTAL CONTIGUOUS ACREAGE
FOREST COVER 293.28 TOTAL ACRES IN CRITICAL AREA
FIDS HABITAT 293.28 TOTAL ACRES IN CRITICAL AREA
FIDS INTERIOR 45.66 TOTAL ACRES IN CRITICAL AREA
POST DEVELOPMENT
FOREST COVER 292.14 TOTAL CONTIGUOUS ACREAGE
FIDS HABITAT 292.14 TOTAL ACRES IN CRITICAL AREA
INTERIOR HABITAT REMAINING 45.17 TOTAL ACRES IN CRITICAL AREA
ACREAGE OF FIDS HABITAT THAT IS DIRECTLY IMPACTED 0.49 ACRES
BREEM POND
CHESAPEAKE BAY
REFORESTATIONAREA 20.13 AC
REFORESTATIONAREA 40.38 AC
REFORESTATIONAREA 30.26 AC
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EX. WELLAA-88-5153
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REFORESTATIONAREA 10.19 AC
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FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
CRITICAL AREA MANAGEMENT PLAN1" = 60'
CA5LEGENDEXISTING WOODS
PROPERTY LINE
PROPOSED REFORESTATION
SOUTH REFORESTATION DETAILSCALE: 1" = 60'
NORTH REFORESTATION DETAILSCALE: 1" = 60'
105 1" CAL. CONTGROWN
QUERCUS PHELLOSWILLOW OAK
PLANT LISTBOTANICAL NAMECOMMON NAME
KEY QTY SIZE COND
70
REMARKS
70
CRITICAL AREA BUFFER MAINTENANCE PLAN
THE PROPERTY OWNER OR LANDSCAPE CONTRACTOR RETAINED TO PERFORM MAINTENANCE SHALL CONDUCT ROUTINE MAINTENANCE OF THEPLANTINGS AND THE BUFFER DURING THE TWO YEAR REQUIRED GUARANTEE OF SURVIVABILITY. THE MAINTENANCE SHALL BE PERFORMEDACCORDING TO THE FOLLOWING SCHEDULE:
PLANT WATERINGALL TREES, SHRUBS AND HERBACEOUS PLANTS INSTALLED IN THE NEWLY CREATED BUFFER SHALL BE WATERED AT LEAST WEEKLY, OR MORE OFTEN,AS DETERMINED BY THE FREQUENCY AND DURATION OF PRECIPITATION, WIND, AND EXTREMES OF TEMPERATURE. WATERING SHALL ENSURE THATPLANTINGS REMAIN VIABLE UNTIL THEY BECOME WELL ESTABLISHED ON THE SITE.
PLANT MAINTENANCEALL TREES, SHRUBS AND HERBACEOUS PLANTINGS SHALL BE MAINTAINED AT LEAST QUARTERLY TO ENSURE THAT THEY REMAIN INTACT AND VIABLE.ANY SETTLING OR EROSION OF SOIL AROUND THE ROOT MASS OF THE PLANTS SHALL BE REMEDIED BY APPLICATION OF ADDITIONAL SOIL TOADEQUATELY COVER PLANT ROOTS AND SECURE THE PLANT TO THE GROUND. PLANTINGS SHALL BE STRAIGHTENED OR RE-INSTALLED AS NEEDED TOENSURE THEIR CONTINUED SURVIVAL. TREE SHELTERS, STAKES AND TIES SHALL BE INSPECTED AND REPAIRED TO MAINTAIN STABILITY OF THEPLANTINGS. PRUNING SHALL BE PERFORMED AS NEEDED, TO REMOVE BRANCHES THAT ARE DEAD OR DYING.
INVASIVE/EXOTIC SPECIESPROPERTY OWNER/LANDSCAPE CONTRACTOR SHALL POSSESS A WORKING KNOWLEDGE OF INVASIVE AND EXOTIC PLANTS. ANY INVASIVE/EXOTICSPECIES THAT BECOMES ESTABLISHED SHALL BE REMOVED AT LEAST QUARTERLY. SAID REMOVAL SHALL BE PERFORMED PREFERABLY BY HANDPULLING, CUTTING, DEADHEADING, OR SPRAYING. REMOVED PLANTS SHOULD BE DISPOSED OF WITH REGULAR GARBAGE COLLECTION SERVICE BUTNOT INCORPORATED INTO REGULAR YARD WASTE MATERIALS.
PEST MANAGEMENTAT LEAST QUARTERLY, AN INSPECTION SHOULD BE PERFORMED FOR EVIDENCE OF INSPECTS, FUNGI, AND OTHER ORGANISMS THAT MAY DAMAGEPLANTINGS IN THE BUFFER. SPRAYING AND OTHER TREATMENT METHODS SHOULD BE IMPLEMENTED TO CONTROL SUCH INFESTATIONS. THE LOCALCOUNTY EXTENSION SERVICE CAN PROVIDE SPECIFIC INFORMATION. ANY PESTICIDES APPLIED SHOULD BE APPROVED BY EPA FOR USE IN ANDAROUND SURFACE WATER BODIES.
REFORESTATION MITIGATION PLANTING41,998 SF. / 0.96 AC
41,998 sf. / 100 sf. = 420 Trees
420 (1" Trees) @ 100 sf each = 42,000 sf.
TOTAL MITIGATION & ESTABLISHMENT PROVIDED
105
70
3"
3" MULCH
3" SOIL WELL
FINISHED GRADE
FIRST LATERAL ROOTFLUSH WITH FINISHEDGRADE
NOT TO SCALE
UNDISTURBED SOIL
PLANTING MIX
PLANTING DETAIL FOR CONTAINER GROWN TREES
LOOSEN ANY POTBOUND ROOTS BYHAND
PLANTING PIT IS TO BE 2 1/2 TIMES THE WIDTHOF THE CONTAINER DIA.
PRUNE ONLY DEAD ORBROKEN LIMBS, AND CO-DOMINANT LEADERS,RETAINING THE NATURALFORM
NOTE:- TREE SHELTER SHOULD BE INSPECTED PERIODICALLY. STRAIGHTEN LEANINGSHELTERS, REMOVE COMPETING WEEDS AROUND OUTSIDE OF SHELTER, AND IFWEEDS BEGIN TO GROW INSIDE SHELTER, REVERSE THE SHELTER INSTALLATIONPROCESS, REMOVE THE WEEDS, AND RE-INSTALL THE SHELTER.- REMOVE THE SHELTER FROM THE TREE WHEN THE TREE REACHES ABOUT 2" INDIA. OR WELL OUT OF THE TOP OF IT OR ON AVG. OF 3-5 YEARS.
PLANTING DETAIL FOR TREESHELTERSNOT TO SCALE
CABLE TIES
RIGID MESH TREEGUARD OR SIMILARPRODUCT-RECOMMENDEDHEIGHT TODISCOURAGE DEERBROWSE IS MIN. 48"-6" IN DIAMETER
BAMBOO STAKE
FINISHEDGRADE
MULCH RING
CABLE TIES
NYSSA SYLVATICABLACK GUMACER RUBRUMRED MAPLEQUERCUS BICOLORSWAMP WHITE OAK
PLATANUS OCCIDENTALISSYCAMORE
1" CAL.
1" CAL.
1" CAL.
1" CAL.
10' O.C.RANDOM GROUPINGS
N25°07'39"E 825.29'
N24°49'21"E 143.93'N
18°25'39"W 240.77'
N35°19'39"W 369.86'
S79°59'33"E 135.05'
S80°54'09"E 1658.50'
2,680,418 SQ. FT.
OR 61.534 AC.
P/O BEVERLY TRITON BEACH PARK
N56°03'27"W 67.89'
70.35'
61.87'
S56°03'27"E 76.98'
R=1457.40' L=258.66'
CHD=S51°20'43"E258.32'
S46°15'39"E 1089.56'
R=1407.40' L=226.87'
CHD=S50°52'44"E226.62'
R=1457.40' L=234.93'
CHD=N50°52'44"W234.68'
N46°15'39"W 1089.56'
R=1407.40' L=249.95'
CHD=N51°20'55"W249.62'
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FOREST CONSERVATIONAREA #113.09 ac
(12.24 ac FOREST RETENTION /NO CLEARING)
FOREST CONSERVATIONAREA #220.30 ac
(19.28 ac FOREST RETENTION /NO CLEARING)
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FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
FOREST CONSERVATION PLAN1" = 60'
MATCHLINE - SEE SHEET FC3FC2
LEGEND
EXISTING WOODS LINE
FOREST CONSERVATION AREA
CRZ
FC
PROPERTY LINE
CRITICAL AREA BOUNDARY
PROTECTIVE FC SIGNAGE LOCATION
EXISTING SPECIMEN TREE
CRITICAL ROOT ZONE
#10
N40°58'27"E 96.04'
N54°46'33"W 846.51'
N25°07'39"E 825.29'
2,680,418 SQ. FT.
OR 61.534 AC.
P/O BEVERLY TRITON BEACH PARK
216,941 SQ. FT.
OR 4.980 AC.
EXISTING R/W
R=1407.40' L=226.87'
CHD=S50°52'44"E226.62'
S55°29'49"E 213.53'
R=22623.24' L=520.99'
CHD=S56°09'24"E 520.97'
R=22673.24' L=522.14'
CHD=N56°09'24"W522.13'
N55°29'49"W 213.53'
R=1457.40' L=234.93'
CHD=N50°52'44"W234.68'
CRZCRZ
CRZ
CRZ
CRZCRZ
CRZ
#8
CRZCRZ
CRZ
CRZCRZ
CRZ
#7
CRZ
CRZ
CRZCRZ
CRZ CRZ
CRZ
#6
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
CRZ
#5
CRZCRZ
CRZ
CRZCRZ
CRZ
#4
CRZCRZ
CRZ
CRZCRZ
CRZ
#3
CRZCRZ
CRZ
CRZCRZ
CRZ
#1
CRZCRZ
CRZ
CRZCRZ
CRZ
#2
CRZCRZ
CRZ#13CRZ
CRZ
CRZ
CRZ
CRZCRZ
CRZ CRZ
CRZ
#15
CRZCRZ
CRZCRZ
CRZCRZ
CRZ
CRZCRZ
CRZ#26
CRZCRZ
CRZ
CRZCRZ
CRZ
#27 CRZ
CRZCRZ
CRZCRZ
CRZ
CRZ
CRZ
CRZ
#28
CRZ
CRZ
CRZCRZ
CRZ CRZ
CRZ
#16
FOREST CONSERVATIONAREA #220.30 ac
(19.28 ac FOREST RETENTION /NO CLEARING)
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
FOREST CONSERVATION PLAN1" = 60'
FC3LEGEND
EXISTING WOODS LINE
FOREST CONSERVATION AREA
CRZ
FC
PROPERTY LINE
CRITICAL AREA BOUNDARY
PROTECTIVE FC SIGNAGE LOCATION
EXISTING SPECIMEN TREE
CRITICAL ROOT ZONE
#10
MATCHLINE - SEE SHEET FC2
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
FOREST CONSERVATION PLAN1" = 40'
FC4
KEY
#1
CONDITIONBOTANICAL NAMECOMMON NAME
#2
#3
#4
#5
#6
#7
#8
#9
#10
#11
#12
SIZE (dbh)(inches)
31QUERCUS PHELLOSWILLOW OAK
#13
#14
#15
CRZ (radius)(feet)
46.5
#16
#17
#18
#19
#20
#21
#22
ACER RUBRUMRED MAPLE
TWIN TRUNKS
SPECIMEN TREE INVENTORY
#23
#24
#25
#26
#27
#28
QUERCUS PHELLOSWILLOW OAKQUERCUS PHELLOSWILLOW OAKQUERCUS PHELLOSWILLOW OAKQUERCUS PHELLOSWILLOW OAKQUERCUS PHELLOSWILLOW OAKQUERCUS ALBAWHITE OAKQUERCUS PHELLOSWILLOW OAKQUERCUS PHELLOSWILLOW OAKACER RUBRUMRED MAPLEACER RUBRUMRED MAPLEACER RUBRUMRED MAPLELIRIODENDRON TULIPIFERATULIP POPLARACER RUBRUMRED MAPLEQUERCUS FALCATASOUTHERN RED OAKQUERCUS FALCATASOUTHERN RED OAK
QUERCUS FALCATASOUTHERN RED OAK
LIRIODENDRON TULIPIFERATULIP POPLAR
LIRIODENDRON TULIPIFERATULIP POPLARACER RUBRUMRED MAPLELIQUIDAMBAR STYRACIFLUASWEETGUMQUERCUS PHELLOSWILLOW OAKLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUM
31 46.5
31 46.5
31 46.5
31 46.5
32 48
32 48
32 48
30 45
30 45
30 45
30 45
30 45
30 45
30 45
30 45
30 45
30 45
30 45
39 58.5
37 55.5
37 55.5
36 54
35 52.5
33 49.5
42 63
34 51
45 67.5
TWIN TRUNKS - TWIN DEAD
TWIN TRUNKS
TWIN TRUNKS
TWIN TRUNKS
FOREST PROTECTION NOTES:
1. THE FCP SHALL LOCATE AND DESCRIBE ANY PROTECTION MECHANISMS TO BE INSTALLED TO PROTECT RETENTION AREASDURING AND AFTER CONSTRUCTION. THESE MECHANISMS SHALL BE FIELD LOCATED AND APPROVED BY INSPECTION PRIOR TOTHE START OF CONSTRUCTION
2. ANY CLEARING, GRADING OR CONSTRUCTION WITHIN 50 FEET OF THE RETENTION AREA WILL REQUIRE PROTECTIVE DEVICES,INCLUDING BUT NOT LIMITED TO, FENCING OR ADAPTED SEDIMENT AND EROSION CONTROL DEVICES AND SIGNS AS INDICATEDIN THE APPROVED FCP. ALL PROTECTION DEVICES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION COMPLETION, FINALINSPECTION, AND AN OCCUPANCY PERMIT, UNLESS WAIVED BY THE APPROVING AUTHORITY. MORE INFORMATION ONPROTECTION DEVICES CAN BE FOUND IN SECTION 3.2.2.
3. FURTHERMORE, THE EDGE OF THE RETENTION AREA WILL NEED TO BE STAKED BY THE APPLICANT AND APPROVED BY THEAUTHORITY PRIOR TO CLEARING. THIS FIELD EDGE SHOULD BE ADJUSTED ALONG THE CRITICAL ROOT ZONES OF THE TREES INTHE PROPOSED RETENTION AREA
4. FIRES PERMITTED WITHIN THE CONSTRUCTION AREA SHALL CONFORM WITH STATE AND LOCAL REGULATIONS FOR FIRECONTROL, AND MAY NOT ENTER THE RETENTION AREA OR ITS CANOPY.
5. NO EQUIPMENT, VEHICLES, MACHINERY, DUMPING, STORAGE, OTHER CONSTRUCTION ACTIVITIES, BURIAL, FIRE, OR OTHERDISPOSAL OF CONSTRUCTION MATERIALS SHALL BE LOCATED INSIDE FOREST RETENTION AREAS, SUBJECT TO APPROVAL BYTHE DEPARTMENT OF NATURAL RESOURCES FOREST SERVICE, OR AMENDED FOREST CONSERVATION PLAN.
6. FOREST RETENTION AND PROTECTIVE DEVICES WILL BE VISIBLE, WELL ANCHORED, APPROVED IN THE FIELD BEFORE CLEARINGOR GRADING, OR WHEN CONSTRUCTION COMMENCES AND WILL BE IN PLACE AND MAINTAINED AS NEEDED UNTILCONSTRUCTION COMPLETION, FINAL INSPECTION, AND AN OCCUPANCY PERMIT IS ISSUED.
7. PROTECTIVE SIGNAGE IS TO REMAIN IN PLACE PERMANENTLY
8. ATTACHMENT OF SIGNS OR ANY OTHER OBJECT TO TREES IS PROHIBITED
9. THIS PLAN IS TO BE USED FOR FOREST CONSERVATION PURPOSES ONLY
Anchor Posts Must Be PutIn The Ground To A Depth
Total Height Of The PostOf At Least 1/3 Of The
Gro
und
Sur
face
U-Channel Or 2"x2"Timber At Least 6'
In Length
Anchor Posts ShouldBe Minimum 2" Steel
avoid severing or damaging large tree roots.3. Fencing material should be fastened securely to the anchor posts, cross bracing, and ground.
GENERAL NOTES
1. The boundaries of the limits of disturbance should be staked and flagged prior to erecting the protective device.2. Anchor posts should be placed to
Use An 8" Wire "U"To Secure The Bottom
4' M
inim
um
Maximum
Anchor Posts
8 Feet
Highly Visible FlaggingShould Be Attached To
TREE PROTECTION FENCE DETAILNOT TO SCALE
Heavy Gauge Metal U-Post(Weight 1.12 lbs./ft.)
NOTE:- BOTTOM OF SIGNS TO BE HIGHER THAN TOP OF TREE PROTECTION FENCE- ATTACHMENT OF SIGNS TO TREES IS PROHIBITED
Tamped Soil
Existing Grade
2'-0"4'-0"
11" Min.
15" Min.
Two GalvanizedCarriage Bolts
Protective Sign Panel
FORESTCONSERVATION
AREA
DO NOT DISTURB
MACHINERY, DUMPINGOR STORAGE OFANY MATERIALS
PROHIBITED
VIOLATORS ARE SUBJECT TOFINES IMPOSED BY THE
MARYLAND FORESTCONSERVATION ACT OF
1991
RETENTION PROTECTIVE SIGN DETAILNOT TO SCALE
FCP CONSTRUCTION SEQUENCE
1. CONTRACTOR IS TO STAKE AND FLAG THE SEDIMENT CONTROL MEASURES, LIMITS OFDISTURBANCE, AND LIMIT OF CLEARING. ORANGE, HIGH VISIBILITY FENCE SHALL BE MANUALLYINSTALLED ALONG THE LIMITS OF DISTURBANCE. THIS SHALL BE COMPLETED BY AND INSPECTEDAT THE PRE-CONSTRUCTION MEETING. NO EQUIPMENT, VEHICLES, MACHINERY, DUMPING,STORAGE, OTHER CONSTRUCTION ACTIVITIES, BURIAL, FIRE, OR OTHER DISPOSAL OFCONSTRUCTION MATERIALS SHALL BE LOCATED INSIDE PROTECTIVE FENCING.
2. NOTIFY ANNE ARUNDEL COUNTY, 48 HOURS IN ADVANCE FOR THE PRE-CONSTRUCTION MEETING,THIS IS TO INCLUDE INSPECTION OF PROTECTIVE DEVICES. PROTECTIVE DEVICES WILL BE VISIBLE,WELL ANCHORED AND WILL BE IN PLACE AND MAINTAINED AS NEEDED UNTIL CONSTRUCTIONCOMPLETION, FINAL INSPECTION, AND AN OCCUPANCY PERMIT IS ISSUED. ATTACHMENT OF SIGNSOR ANY OTHER OBJECT TO TREES IS PROHIBITED.
3. TREE STRESS REDUCTION MEASURES IS TO BE IDENTIFIED IN THE FIELD AND APPROVED BY ACERTIFIED ARBORIST PRIOR TO INSTALLATION OF SEDIMENT CONTROL DEVICES.
4. INSTALL ALL SEDIMENT CONTROL DEVICES AND BEGIN CLEARING AND GRADING.
5. MONITOR THE CONDITION OF ANY TREES TO BE RETAINED DURING CONSTRUCTION AND MAKECORRECTIVE MEASURES WHEN APPROPRIATE. DECISIONS ARE TO BE MADE WITH THE APPROVALOF A CERTIFIED ARBORIST.
6. AFTER CONSTRUCTION IS COMPLETED, REMOVE PROTECTIVE FENCING.
7. FOLLOWING COMPLETION OF CONSTRUCTION, PRIOR TO USE, A CERTIFIED ARBORIST SHALLINSPECT THE SITE TO ASCERTAIN CONDITION OF TREES IN RETENTION AREAS. IF NECESSARY,IMPLEMENT CORRECTIVE MEASURES FOR STRESS REDUCTION, REPAIR OF RETAINED TREE DAMAGE,AND REMOVAL OF DEAD OR DYING TREES THAT POSE A SAFETY HAZARD.
STATUS
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
SAVE
15
20
25
25
25
16
17
18
19
21
22
23
23
23
24
14
16
16
22
22
22
22
41322.05CONC .
41422.10CONC
41522.04CONC
41622.05CONC +
21.06
21.46
U-OHW
22.77
23.43
U-OHW
48723.29SIGN . /PARK SIGN/
48823.27SIGN + /PARK SIGN/
22.99
22.51
22.44
22.31
21.23
21.44
20.94
21.47
20.5420.79
22.19
22.72
22.03
19.50
18.35
U-OHW
17.76
17.09
15.76
14.50
13.41 U-OHW
15.08
16.1117.31
17.63
17.45
17.0817.23
17.72
18.06 18.86
19.49
19.79
20.39
21.1321.08
21.02
20.88
20.96
21.97
21.88
21.88
21.72
21.99
21.61
21.32
21.66
21.38 21.4321.16
21.16
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
FM
FM
FM
FM
EX. UTILITY POLE
131816
EX. UTILITY POLE
131815EX. GUY WIRE
SS
EX. SEWERMANHOLE
RIM=23.00
EX. UTILITY POLE131814
EX. GUY WIRE
EX. UTILITY POLE
CP 2
EX. 10"
EX. 10"
EX. 8"
EX. 8"
EX. 10"EX. 10"EX. 8"
EX. 8"
EX. 10"EX. 8"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
EX. 6"
EX. 6"
EX. 10"
EX. 8"
EX. 12"
EX. 18"
EX. 18"
EX. 6"
EX. 10"
EX. 8"
EX. 8"
EX. 8"
EX. 12"
EX. 10"
EX. 12"
EX. 12"
EX. 18"
EX. 10"
20
18
1816
20
16
16
18
22
22
20
20
22
18
17
15
19
17 19
19
21 23
21
2120
17
X
X
X
X
X
X
X
X
X
19
22
SS
SS
SS
SS
P
18
17.53 17.47
16.81
16.10
15.51
15.27
14.97
15.53
15.61
14.70
17.9518.04
18.30
18.35
17.63
17.06
16.28
18.08
17.76
17.28
16.57
16.28
EX. LIGHTPOLE
EX. 12"
EX. 12"
EX. 8"
EX. 12"
EX. 12"
EX. 16"EX. 12"
EX. 8"
EX. 8"
EX. 8"
EX. 8"
EX. 14"EX. 6"
EX. 10"
EX. 10"EX. 6"EX. 6"
EX. 8"
EX. 6"
EX. 8"
EX. 8"
EX. 6"
EX. 8"
EX. 6"EX. 8"
EX. 6"EX. 8"EX. 10"EX. 6"
EX. 6"
EX. 10"
EX. 8"
EX. 8"
EX. 14" /TWIN/
EX. 8"
EX. 10"
EX. 16"
EX. 16"EX. 12"
EX. 14"
EX. 8"
EX. 8"
EX. 8"EX. 8"
16.20
16.71
17.55
18.21
EX. 22"
EX. 16"
EX. 16"EX. 18"
EX. 16"
EX. 16"
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
18
16
1717
5
10
15
15
20
20
25
25
25
25
4
6
7
8
9
11
12
13
14
14
16
16
17
17
18
18
19
19
21
21
22
22
23
23
23
23
24
24
10
10
10
10
10
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
66
5
3
4
7
6
6
8
8
8
8
12
12
12
12
12
12
12
14
14
14
14
14
14
14
14
14
14
14
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
18
18
18
18
18
18
18
18
18
18
18
18
18
22
22
22
22
22
22
22
24
1
2
3
4
5
6
7
8
9
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
62
63
64
65
66
67
41322.05CONC .
41422.10CONC
41522.04CONC
41622.05CONC +
U-OHW .
21.74
21.09
21.09
21.06
21.46
U-OHW
22.77
23.43
U-OHW
48723.29SIGN . /PARK SIGN/
48823.27SIGN + /PARK SIGN/
22.99
22.51
22.44
22.31
21.23
21.44
20.94
21.47
20.5420.79
20.45
20.41
20.67
20.20
19.91
22.19
22.72
22.03
21.2020.84
20.36
20.04
19.50
18.35
U-OHW
17.76
17.09
15.76
14.50
13.41 U-OHW
15.08
16.1117.31
17.63
17.45
17.0817.23
17.72
18.06
18.53
18.86
19.49
19.79
20.39
21.1321.08
21.02
20.88
20.96
21.41
21.75
21.61
18.99
18.37
17.45
17.07
16.96
17.53 17.47
16.81
16.10
15.51
15.27
14.97
14.37
13.48
13.05
12.94
13.32
14.51
15.53
15.61
14.70
14.22
13.57
19.63
18.86
17.95
17.24
17.21
18.04
18.2718.30
18.35
17.63
17.06
16.28
14.90
13.90
18.49
19.68
18.08
17.76
17.28
16.57
16.28
15.41
15.57
14.66
14.37
14.12
13.32
12.92
12.7712.44
13.40
13.33
13.08
12.01
11.93
11.32
10.58
10.88
11.19
10.24
10.02
9.60
8.89
9.28
9.65
9.46
8.868.51
9.15
8.297.88
7.297.48
8.74
8.50 8.51
8.75
8.48
8.03
7.547.02
8.32
8.15
8.44
8.49
8.38
8.72
8.97
14.17
15.17
16.34
16.09
15.75 15.68
15.59
15.02
14.44
14.76
14.19
GP
15.73EX. SEWERGRINDER PUMP
C/O
EX. SEWERCLEANOUT
13.96 13.82
13.61
13.84
13.87
14.28
14.26
14.35 14.30
14.09 14.26
14.5114.66
14.7715.13
15.0615.14
15.48
12.97
13.28
13.39
14.10
10.62
9.68
9.14
8.56
8.10
U-ETR .U-ETRU-ETRU-ETR CLSU-E
11.37
7.09
6.89
11.01 11.05
11.72
7.15
7.14
6.37
5.53
4.47
5.39
12.35
12.23
12.18
21.97
21.88
21.88
21.72
21.99
21.61
21.32
21.66
21.38 21.4321.16
21.16
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
EX. WHC (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
EX. 2" FM (APPROX. LOCATION)
CONTRACTOR TO FIELD LOCATE
FM
FM
FM
EX. UTILITY POLE
131817
SS
EX. SEWERMANHOLE
RIM=22.31
SS
EX. SEWERMANHOLE
RIM=21.77
EX. UTILITY POLE
131816
EX. UTILITY POLE
131815EX. GUY WIRE
SS
EX. SEWERMANHOLE
RIM=23.00
EX. UTILITY POLE131814
EX. GUY WIRE
EX. UTILITY POLE
CP 2
W
EX. WELLAA-88-5153
EX. LIGHTPOLE
EX. LIGHTPOLE
12" CMPINV.=6.80
W
EX. WELLAA-14-0952
GP
EX. SEWERGRINDER PUMP
RIM=15.73C/O EX. SEWER
CLEANOUT
EX. 18"
EX. 16"
12" CMPINV.=12.09
12" CMPINV.=13.02
15.64
15.25
EX. 24"15.47
IRON PIPEFOUND
IRON PIPEFOUND
IRON PIPEFOUND
IRON BARFOUND
IRON BARFOUND
IRON PIPEFOUND
IRON PIPEFOUND
IRON PIPEFOUND
IRON PIPEFOUND
IRON PIPEFOUND
IRON PIPEFOUND
FOUND
EX. 12"
EX. 12"
EX. 8"
EX. 12"
EX. 10"
EX. 10"
EX. 12"
EX. 16"EX. 12"EX. 14"EX. 14"
EX. 10"
EX. 8"
EX. 8"
EX. 8"
EX. 8"
EX. 14"EX. 6"
EX. 10"
EX. 10"EX. 6"EX. 6"
EX. 8"
EX. 6"
EX. 8"
EX. 8"
EX. 8"EX. 8"
EX. 8"
EX. 6"EX. 8"EX. 12"
EX. 12" /TWIN/
EX. 6"
EX. 6"
EX. 8"EX. 8"
EX. 8"
EX. 8"
EX. 6"EX. 8"
EX. 6"EX. 8"
EX. 6"
EX. 10"
EX. 8"
EX. 12"
EX. 8"
EX. 6"
EX. 10"EX. 10"
EX. 8"
EX. 12"EX. 8"
EX. 8"
EX. 10"EX. 12" /TWIN/EX. 12" /TWIN/EX. 14" EX. 8"EX. 8"EX. 10"EX. 6"
EX. 10" /TRI/
EX. 8"
EX. 6"
EX. 18"
EX. 8"
EX. 8"
EX. 6"
EX. 6"
EX. 10"
EX. 10"
EX. 10"
EX. 8"
EX. 8"
EX. 14" /TWIN/
EX. 8"
EX. 10"
EX. 16"
EX. 16"EX. 12"
EX. 14"
EX. 8"
EX. 8"
EX. 8"EX. 8"
EX. 16"
EX. 10"EX. 18"
EX. 18"
EX. 18"
EX. 10"EX. 6"EX. 6"
EX. 20"
EX. 8"
EX. 18"
EX. 8"EX. 8"
EX. 8"
EX. 14"EX. 12"
EX. 8"
EX. 14"EX. 20"
13.9513.9813.92
14.37
15.19
16.20
16.71
17.55
18.21
19.14
19.76
19.87
20.32
EX. 22"
EX. 16"
EX. 16"EX. 18"
EX. 16"
EX. 16"
13.94
14.3214.66
14.6914.98
15.10
15.71 15.47
EX. 10"
EX. 8"
EX. 8"
EX. 10"EX. 10"EX. 8"
EX. 8"
EX. 10"EX. 8"
MHW
X
X
X
OH
OH
OH
OH
OH
OH
OH
OH
OH
FM
FM FM FM
FM
FM
FM
FM
FM
FM
EX. 12"
EX. 16"
EX. 14"
EX. 14"EX. 14"
EX. 18"
EX. 18"
EX. 8"
EX. 8"
EX. 8" EX. 8"
EX. 16"EX. 18"
EX. 8"
EX. 12"
EX. 8"
EX. 8" EX. 8"
EX. 10"
EX. 10"EX. 6"
EX. 18"
EX. 10"
EX. 10"
EX. 10"
EX. 18"
EX. 6"EX. 6"
EX. 6"
EX. 6"EX. 6"
EX. 8"
EX. 8"EX. "
EX. 6"
EX. 10"
EX. 8"
EX. 10"
EX. 6"
EX. 6"
EX. 6"EX. 8"
EX. 8"EX. 8"
EX. 8"EX. 6"
EX. 6"
EX. 6"
EX. 6"EX. 6"EX. 6"
EX. 10"EX. 6" EX. 6"
EX. 6"
EX. 32"
EX. 6"
EX. 6"
EX. 6"
EX. 8"EX. 8"
EX. 10"EX. 6"
EX. 6"
EX. 10"
EX. 8"
EX. 8"
EX. 8"
EX. 6"
EX. 16"EX. 16"
EX. 6"
EX. 6"
EX. 6"
EX. 20"
EX. 10"
EX. 6"
EX. 8"
EX. 8"
EX. 6"EX. 6"EX. 6"EX. 10"EX. 6"
EX. 8"
EX. 10"EX. 6"
EX. 6"EX. 8"EX. 6"EX. 6"
EX. 10"
EX. 16"
EX. 10"
EX. 10"
EX. 6"EX. 8"EX. 8"EX. 8"
EX. 10"EX. 10"
EX. 12"
EX. 8"
EX. 16"EX. 24"
EX. 30"EX. 14"EX. 20"
EX. 8"EX. 6"
EX. 30"
EX. 6"
EX. 6"
EX. 10"
EX. 8"
EX. 10"EX. 12"EX. 6"EX. 8"
EX. 8"
EX. 6"EX. 12"EX. 12"
EX. 6"EX. 6"
EX. 10"EX. 10"EX. 16"
EX. 8"
EX. 24"
EX. 8"EX. 8"EX. 6"
EX. 6"
EX.BEACHACCESS
EX. 8"
EX. 8"
EX. 10"
EX. 12"
EX. 12"EX. 8"
EX. 8"
EX. 8"
EX. 6"
EX. 6"
EX. 6"
EX. 6"
EX. 8"
EX. 8"
EX. 8"
EX. 1"
EX. 6"
EX. 6"
EX. 10"
EX. 8"
EX. 12"
EX. 18"
EX. 18"
EX. 6"
EX. 10"
EX. 8"
EX. 8"
EX. 8"
EX. 12"
EX. 10" EX. 10"
EX. 8"
EX. 12"EX. 12"
EX. 18"
EX. 10"
WEX. WELLAA-81-7681
20
18
1816
20
16
16
18
22
22
20
20
22
18
20
18
16
14
12
12
12
17
15
19
17 19
19
21 23
21
19
17
15
11
1313
11
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
17
21
9
2120
17
X
X
X
X
X
X
87
8
8
19
10
22
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
FEMA
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X
X
X
X
X
X
X
X
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
WEX. WELLAA-81-7681
8
9.46
8.868.51
9.15
8.29
7.88
7.297.48
8.74
8.50 8.51
8.75
8.48
8.03
7.547.02
8.32
8.15
8.44
8.49
8.38
8.72
8.97
8.56
8.10
U-ETR .U-ETRU-ETRU-ETR CLSU-E
7.09
6.89
7.15
7.14
6.37
12" CMPINV.=6.80
X
X
X
EX. 6"
EX. 6"EX. 6"
EX. 8"
EX. 8"EX. "
EX. 6"
EX. 10"
EX. 8"
EX. 6"
EX. 6"
EX. 6"EX. 8"
EX. 8"EX. 8"
EX. 8"EX. 6"
EX. 6"
EX. 6"
EX. 6"EX. 6"EX. 6"
EX. 10"EX. 6" EX. 6"
EX. 6"
EX. 8"
EX. 8"
EX. 8"
EX. 6"
EX. 16"
EX. 6"
EX. 10"
EX. 6"
EX. 8"
EX. 8"
EX. 6"EX. 6"EX. 6"EX. 10"EX. 6"
EX. 8"
EX. 10"EX. 6"
EX. 6"EX. 8"EX. 6"EX. 6"
EX. 10"
EX. 16"
EX. 10"
EX. 10"EX. 6"EX. 8"
EX. 8"EX. 8"
EX. 10"EX. 10"
EX. 12"
EX. 8"
EX. 16"EX. 24"
EX. 30"EX. 14"
EX. 8"
EX. 6"
EX. 6"
EX.BEACHACCESS
9
87
8
8
FEMA
FEMA
FEMA
FEMA
17.76
SS
SS
SS
SS
SS
X
X
X
X
17
LANDSCAPE PLAN
L159 OF 90
LANDSCAPE CALCULATIONS
SITE PERIMETER SCREENING:THE PROPERTY IS SURROUNDED BY EXISTING WOODS TO REMAIN. NOADDITIONAL SCREENING IS REQUIRED OR PROPOSED.
ADJACENT TO PUBLIC R/W (<60') - CLASS D BUFFER @ 1 PU/ 15 LF(1) PARKING ADJACENT TO R/W: 318 LF / 15 = 21.2 PU'S + SHRUBS REQUIRED (14) SHADE TREES @ 1:1 = 14.0 PU + 42 SHRUBS
(2) ORN. TREES @ 2:1 = 1.0 PU + 5 SHRUBS (2) EVERGREEN TREES @ 3:1 = 0.7 PU
15.7 PU + 47 SHRUBS PROVIDEDNOTE: REMAINDER OF REQUIRED LANDSCAPING (5.5 PU'S) IS DISTRIBUTED
ELSEWHERE ALONG THE FRONTAGE OF THE PARKING AREA DUE TO LIMITED
SPACE . REMAINDER OF REQUIRED SHRUBS (17) ARE PLANTED AROUND THE
DUMPSTER ENCLOSURE.
PARKING LOT INTERIOR LANDSCAPING:10% OF INTERIOR PARKING AREA IS REQUIRED FOR INTERIOR LANDSCAPING,PLANTED AT 1 PLANTING UNIT PER 250 SF
46,706 SF PARKING AREA X 10% = 4,671 SF REQUIRED4,671 / 250 = 19 PLANTING UNITS REQUIRED
12,000 SF INTERIOR GREENSPACE PROVIDED19 SHADE TREES @ 1:1 = 19 PU'S + 57 SHRUBS PROVIDED
LANDSCAPE PLAN AT MAIN PARKING AREASCALE: 1" = 40'
OS ZONE
LANDSCAPE PLAN AT SMALL PARKING AREASCALE: 1" = 40'
PROP. PARK ROAD
PROP. PAVED PARKING AREA
OS ZONE
R2 ZONE
EX. WOODS TO REMAIN
EX. WOODS TO REMAIN
EX. WOODS TO REMAIN
EX. WOODS TO REMAIN
OVERALL LANDSCAPE PLANSCALE: 1" = 100'
CARVEL L
ANE
EX. WOODS TO REMAIN
EX. WOODS TO REMAIN
EX. WOODS TO REMAIN
PROP.ASPHALT TRAIL
CLEARING FORSIGHT DISTANCE
SIGHT DISTANCE -TYPICAL
EX. WETLANDS
CHESAPEAKE BAY
EX. WOODS TO REMAIN
PROP. DUMPSTER PADAND SOLID WOODSCREEN FENCEENCLOSURE WITHGATES
PAVILION#1
PROP. 2-RAILSPLIT RAIL FENCE
PROPOSEDCHAIN LINK FENCE
PROPOSED CHAIN LINK FENCE
PROPOSED PARK SIGN
PROPOSED PARK GATES
PROP. GATE HOUSE
PROP. GATES
CARVEL LANE REALIGNMENT
LANDSCAPE PLAN AT BATHHOUSE & PAVILION 2SCALE: 1" = 40'
EX. WOODSTO REMAIN
PROP.BATHHOUSE
PROP.ASPHALT TRAIL
PAVILION#2
EX.
UNPA
VED
TRAI
L
EX. UNPAVED T
RAIL
SUBMERGED GRAVEL WETLANDS #2
AS SHOWN
KEY QTY BOTANICAL NAMECOMMON NAME SIZE CONDITION REMARKS
21 2" - 2 12" CAL B&B FULL SPECIMENACER X FREEMANII 'AUTUMN BLAZE' AUTUMN BLAZE RED MAPLE
8LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' SEEDLESS SWEETGUM
12NYSSA SYLVATICA 'WILDFIRE' WILDFIRE BLACK GUM
9QUERCUS PHELLOS WILLOW OAK
18ULMUS AMERICANA 'PRINCETON' PRINCETON AMERICAN ELM
SITE PLANT LIST
4CHIONANTHUS VIRGINICUS FRINGE TREE FULL HEAVY SPECIMEN
3 6'-7' HT.ILEX OPACA* AMERICAN HOLLY
FULL HEAVY SPECIMEN(*NOT 'GREENLEAF')
152 18'-24" HT. #3ITEA VIRGINICA 'LITTLE HENRY' LITTLE HENRY SWEETSPIRE
FULL, SPACED 3' O.C.,STAGGERED
17VIBURNUM DENTATUM 'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 24"-36" HT. #5 FULL, SPACED 5' O.C.,
STAGGERED
IV
VD
3 6'-8' HTMAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA FULL HEAVY SPECIMEN
FOR
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
PLO
TTED
: Fe
b 13
, 20
19 -
9:55
am
H:\P
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ED S
HEE
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REV
Feb
201
9 sp
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l.dw
g
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
EX. WOODSTO REMAIN
EX.
UNPA
VED
TRAI
L
SUBMERGEDGRAVEL
WETLANDS #3
SUBMERGEDGRAVEL
WETLANDS #4
SUBMERGEDGRAVEL
WETLANDS #5
SUBMERGEDGRAVEL
WETLANDS #8
EX. WOODSTO REMAIN
SUBMERGEDGRAVEL
WETLANDS #6
EX. WOODSTO REMAIN
SUBMERGEDGRAVEL
WETLANDS #1
NOTES:1. THIS PLAN IS FOR PLANTING PURPOSES ONLY.2. REFER TO ENLARGED LANDSCAPE PLANS ON SHEET L2 FOR THE PLANTING OF
THE SUBMERGED GRAVEL WETLANDS AREAS AND ASSOCIATED PLANT LIST.3. REFER TO SHEET L2 FOR PLANTING DETAILS, NOTES AND SPECS.
EX. TREES TO REMAIN - TYP.
EX. TREES TOREMAIN - TYP.
(25)IV
(53)IV
(17)VD
(19)IV
(13)IV
(15)IV
(15)IV
ENLARGED LANDSCAPE PLAN AT GATE HOUSE MEDIANSCALE: 1" = 20'
REFER TO ENLARGEDLANDSCAPE PLAN FORPLANTINGS IN THEGATE HOUSE MEDIAN
(3) IV(3) IV
(25) LM
2" - 2 12" CAL B&B FULL SPECIMEN
2" - 2 12" CAL B&B FULL SPECIMEN
2" - 2 12" CAL B&B FULL SPECIMEN
2" - 2 12" CAL B&B FULL SPECIMEN
B&B
B&B
B&B
4" POTS SPACED 12" O.C., STAGGEREDLIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LILYTURF120
JV
LM
(25) LM (35) LM (35) LM
(12) JV (12) JV
JUNIPERUS VIRGINIANA 'GREY OWL' GREY OWL JUNIPER
24"-36"SPRD. #5 FULL, SPACED 5' O.C.,
STAGGERED24
GATEHOUSE
PAVILION#2
BATHHOUSE
PAVILION#1
6'-8' HT
SUBMERGEDGRAVEL
WETLANDS#9
SUBMERGED GRAVELWETLANDS #10
(3) IV (3) IV
PERIMETER PARKING BUFFER - CLASS 'D'318 LF PARKING ADJACENT TO R/W
PAVILION#3
WETLANDSOVERLOOK/BOARDWALK
NATUREPLAY AREA
PROP. LIGHT POLETYPICAL
TRITON BEACHROAD
RANGER'SHOUSE
NATUREPLAY AREA
SWM STORYBOARD
PROP.ASPHALT TRAIL
PROP.CRUSHED STONE TRAIL
FORGRADING AND BUILDING PERMIT PLANS
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE:
DRAWN BY: AMD / LBP
CHECKED BY: T.S. / JCR
CONTRACT NO.: P452532
PROJECT NO.: P452500
Ex./Renewal Date
Terry Schuman
I hereby certify that these documents wereprepared or approved by me, and that I am a dulylicensed professional engineer under the laws ofthe State of Maryland.
3/31/18
Date
License No.19593
Bay Engineering Inc.Engineers, Planners and Surveyors
2661 Riva Road, Building 800Annapolis, Maryland 21401410.897.9290410.897.9295 faxemail: [email protected]
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
BEVERLY TRITON
60% SUBMISSION
NATURE PARK
FOREST CONSERVATION PLAN1" = 500'
FC1
SITE DATA ACREAGEGROSS SITE AREA 336.15DEDUCTIONS-CRITICAL AREA 302.76NET TRACT AREA 33.39EXISTING WOODLAND ONSITE 31.52EXISTING/PROPOSED USE INSTITUTIONAL
FOREST CONSERVATION WORKSHEET
NET TRACT AREA:A. TOTAL TRACT AREA A=336.15B. DEDUCTIONS (CRITICAL AREA LIMITS) B=302.76C. NET TRACT AREA (A - B = C) C=33.39
LAND USE CATEGORY: INSTITUTIONALD. AFFORESTATION THRESHOLD (NET TRACT AREA (C) X 15%) D=5.01E. CONSERVATION THRESHOLD (NET TRACT AREA (C) X 20%) E=6.68
EXISTING FOREST COVERF. EXISTING FOREST COVER WITHIN THE NET TRACT AREA F=31.52G. AREA OF FOREST ABOVE CONSERVATION THRESHOLD G=24.84 IF THE EXISTING FOREST COVER (F) IS GREATER THAN THE CONSERVATION THRESHOLD (E), THEN G = F - E ; OTHERWISE G = 0
BREAK-EVEN POINT:H. BREAKEVEN POINT (THE AMOUNT OF FOREST THAT MUST BE RETAINED SO THAT NO MITIGATION IS REQUIRED) H=11.65(1) IF THE AREA OF FOREST ABOVE THE CONSERVATION THRESHOLD (G) IS GREATER THAN 0.00, THEN
H = (0.2 X THE AREA OF FOREST ABOVE THE CONSERVATION THRESHOLD (G)) + THE CONSERVATION THRESHOLD (E)(2) IF THE AREA OF FOREST ABOVE THE CONSERVATION THRESHOLD (G) IS EQUAL TO 0.00, THEN H = EXISTING FOREST
COVER (F)
I. FOREST CLEARING PERMITTED WITHOUT MITIGATION I = EXISTING FOREST COVER (F) - BREAK-EVEN POINT (H) I=19.87
PROPOSED FOREST CLEARING & RETENTION:J. TOTAL AREA OF FOREST TO BE CLEARED (ALL FOREST AREA NOT PROTECTED BY EASEMENT) J=0K. TOTAL AREA OF FOREST TO BE RETAINED K = EXISTING FOREST COVER (F) - FOREST TO BE CLEARED (J) K=31.52
PLANTING CALCULATIONS:IF THE TOTAL AREA OF FOREST TO BE *RETAINED (K) IS AT OR ABOVE THE BREAKEVEN POINT (H); NO PLANTING IS REQUIRED, AND NO FURTHER CALCULATIONS ARE NECESSARY (L=0.00 ACRES, M=0.00 ACRES, N=0.00 ACRES, AND P=0.00 ACRES);OTHERWISE, CALCULATE THE PLANTING REQUIREMENT(S) AS FOLLOWS:
L. REFORESTATION FOR CLEARING ABOVE THE CONSERVATION THRESHOLD(1) IF THE TOTAL AREA OF FOREST TO BE RETAINED (K) IS GREATER THAN THE CONSERVATION THRESHOLD (E), THEN
L = THE AREA OF FOREST TO BE CLEARED (J) X 0.25; L= 0(2) IF THE FOREST TO BE RETAINED (K) IS LESS THAN OR EQUAL TO THE CONSERVATION THRESHOLD (E), THEN
L = AREA OF FOREST ABOVE CONSERVATION THRESHOLD (G) X 0.25M. REFORESTATION FOR CLEARING BELOW THE CONSERVATION THRESHOLD M=0(1) IF EXISTING FOREST COVER (F) IS GREATER THAN THE CONSERVATION THRESHOLD (E) AND THEN
FOREST TO BE RETAINED (K) IS LESS THAN OR EQUAL TO THE CONSERVATION THRESHOLD (E), THEN M = 2.0 X (CONSERVATION THRESHOLD (E) - FOREST TO BE RETAINED (K))
(2) IF EXISTING FOREST COVER (F) IS LESS THAN OR EQUAL TO THE CONSERVATION THRESHOLD (E), THEN M = 2.0 X FOREST TO BE CLEARED (J)
N. CREDIT FOR RETENTION ABOVE THE CONSERVATION THRESHOLDIF THE AREA OF FOREST TO BE RETAINED (K) IS GREATER THAN THE CONSERVATION THRESHOLD (E),THEN N = TOTAL AREA OF FOREST TO BE RETAINED (K) - EXISTING FOREST COVER (E) N= 0
P. TOTAL REFORESTATION REQUIRED P = L + M - N P= 0Q. TOTAL AFFORESTATION REQUIRED
IF EXISTING FOREST COVER (F) IS LESS THAN THE AFFORESTATION THRESHOLD (D), THEN Q = AFFORESTATION THRESHOLD (D) - EXISTING FOREST COVER (F) Q= 0R. TOTAL PLANTING REQUIREMENT R = P + Q R= 0
FSD PLAN NOTES· TOTAL TRACT AREA: 336.15 AC· CRITICAL AREA ACREAGE: 302.76 / FOREST CONSERVATION AREA ACREAGE: 33.39· WATERSHED: N. BRANCH OF PATAPSCO RIVER - #02130906· CLASS OF STREAM: USE I· PERENNIAL & INTERMITTENT STREAMS: UNNAMED TRIBUTARY TO CHESAPEAKE BAY· WETLAND SOURCE: WETLANDS PRESENT ON AND/OR ADJACENT SUBJECT PROPERTY· ENVIRONMENTAL BUFFERS: BUFFERS REQUIRED ON SUBJECT PROPERTY· CRITICAL AREA: A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN CHESAPEAKE BAY CRITICAL AREA· RARE, THREATENED OR ENDANGERED SPECIES: NO SPECIES OBSERVED ON THE SUBJECT PROPERTY· MD DNR RTE LETTER: THERE ARE NO STATE OR FEDERAL RECORDS FOR KNOWN RTE SPECIES WITHIN THE PROJECT BOUNDARIES.· LOCATIONAL ATLAS & INDEX OF HISTORIC SITES: NO SITES WITHIN THE PARK BOUNDARIES OR IMMEDIATELY ADJACENT.· METHOD USED TO MEASURE TREE DIAMETER: TREES MEASURED USING A TREE DIAMETER TAPE AT 4.5' ABOVE UPHILL GROUNDLINE· ABSENCE OR PRESENCE OF STATE/COUNTY CHAMPION TREES: NONE FOUND· ABSENCE OR PRESENCE OF SPECIMEN TREES (30" DBH OR GREATER): 28 FOUND ON SUBJECT PROPERTY· ABSENCE OR PRESENCE OF FOREST COVER: APPROXIMATELY 31.52 ACRES OF FOREST IS FOUND ON SUBJECT PROPERTY· FIELD WORK CONDUCTED BY: ERIC VANGRIN (DNR QUALIFIED PROFESSIONAL-ISA CERTIFIED ARBORIST MA-5827A)· DATE OF FIELD WORK CONDUCTED: MARCH 2018
FOREST STAND SUMMARYKEY
#1
FOREST STAND ASSOCIATION
#2
ACREAGE
12.24
19.28
31.52TOTAL AREA OF FOREST =
SWEET GUM / RED MAPLE
OVERALL SITESCALE: 1" = 500'
SWEET GUM / RED MAPLE
RCA
RCA
TRITON BEACH ROAD
FORESTCONSERVATION
AREA LIMITS
A-1
FOR
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE: 1/4" = 1'-0"
DRAWN BY: WET
CHECKED BY: DDS
CONTRACT NO.: P452532
PROJECT NO.: P452500
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
DATE: OCTOBER 29, 2018
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
PO BOX 447
SMITH ARCHITECTS PA
410 256 4472PERRY HALL MARYLAND 21128
BEVERLY TRITONNATURE PARK
69 0F 90
A-3
FOR
DATE
DATE
DATE APPROVED
DATE APPROVEDPROJECT MANAGER
APPROVED
APPROVEDCHIEF ENGINEER
CHIEF, RIGHT OF WAYASSISTANT CHIEF ENGINEER
DATEREVISED
BYSCALE: 1/4" = 1'-0"
DRAWN BY: WET
CHECKED BY: DDS
CONTRACT NO.: P452532
PROJECT NO.: P452500
HUMAN & ROHDE, INC.Landscape Architects512 Virginia Ave.Towson, Maryland 21286(410) 825-3885 Phone(410) 825-3887 Faxwww.humanandrohde.com
TAX MAP 60, GRID 24, PARCEL 21202 TRITON BEACH ROADMAYO, MARYLAND 21106
FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS
PO BOX 447
SMITH ARCHITECTS PA
410 256 4472PERRY HALL MARYLAND 21128
DATE: OCTOBER 29, 2018
71 OF 90
BEVERLY TRITONNATURE PARK