mccarter lane existing storm drain...carvel lane carvel lane stuart road warfield road ridgely drive...

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SS BEVERLY TRITON BEACH PARK P/O BEVERLY TRITON BEACH PARK EXISTING R/W PROPOSED CARVEL ROAD REALIGNMENT PROPOSED BOARDWALK/OVERLOOK/ CHILDRENS NATURE PLAYGROUND PROPOSED PARK PARKING LOT WITH GATE HOUSE PROPOSED PAVILION EXISTING RANGER'S RESIDENCE PROPOSED BEACH ACCESS IMPROVEMENTS PROPOSED BATHHOUSE / OFFICE PROPOSED PAVILION PROPOSED PAVILION EXISTING UNPAVED TRAILS CARVEL LANE CARVEL LANE STUART ROAD WARFIELD ROAD RIDGELY DRIVE SUNDEE DRIVE SWEET LEAF LANE MAYO AVENUE LINDEN AVENUE LAKEVIEW AVENUE OAKFORD AVENUE ARUNAH AVENUE MCCARTER LANE HONEYSUCKLE DRIVE PENNINGTON COURT APPROXIMATE LIMITS FUTURE COUNTY SHORELINE EROSION CONTROL PROJECT (BY OTHERS) PROPOSED STABILIZED TRAIL IN SAND SEE INSET THIS SHEET PROPOSED FISHING PIER SEE INSET THIS SHEET CEDAR AVENUE BREEM POND CHESAPEAKE BAY BEVERLY LAKE 11 10 9 8 7 6 FOR GRADING AND BUILDING PERMIT PLANS DATE DATE DATE APPROVED DATE APPROVED PROJECT MANAGER APPROVED APPROVED CHIEF ENGINEER CHIEF, RIGHT OF WAY ASSISTANT CHIEF ENGINEER DATE REVISED BY SCALE: 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 were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland. 3/31/18 Date License No. 19593 Bay Engineering Inc. Engineers, Planners and Surveyors 2661 Riva Road, Building 800 Annapolis, Maryland 21401 410.897.9290 410.897.9295 fax email: [email protected] www.bayengineering.com HUMAN & ROHDE, INC. Landscape Architects 512 Virginia Ave. Towson, Maryland 21286 (410) 825-3885 Phone (410) 825-3887 Fax www.humanandrohde.com DATE: OCTOBER 2018 TAX MAP 60, GRID 24, PARCEL 2 1202 TRITON BEACH ROAD MAYO, MARYLAND 21106 FIRST DISTRICT ANNE ARUNDEL COUNTY ZONED OS BEVERLY TRITON 60% SUBMISSION NATURE PARK CRITICAL AREA MANAGEMENT PLAN AS SHOWN CA1 FISHING PIER INSET SCALE: 1" = 100' STABILIZED TRAIL INSET SCALE: 1" = 100' OVERALL SITE SCALE: 1" = 500' SITE LEGEND T T T SS SS SD SD 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 G G G W W W CRZ CRZ RCA MLW MLW MLW MLW FIDS INTERIOR HABITAT LIMITS

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Page 1: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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EX. WHC (APPROX. LOCATION)

CONTRACTOR TO FIELD LOCATE

EX. 2" FM (APPROX. LOCATION)

CONTRACTOR TO FIELD LOCATE

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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

11

10

9

8

7

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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 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

G G G

W W W

CRZ

CRZ

RCAMLW MLW MLW MLW

FIDS INTERIOR HABITAT LIMITS

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OPEN SPACE
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ANNE ARUNDEL COUNTY
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DEPARTMENT OF PUBLIC WORKS
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REVISION DESCRIPTION
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BY DATE
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MARYLAND GRID NORTH (NAD 83)
Page 2: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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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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TRITON BEACH ROAD
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(EXISTING 50' WIDE PUBLIC RIGHT-OF-WAY)
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CARVEL LANE
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(EXISTING 40' WIDE PUBLIC RIGHT-OF-WAY)
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ANNE ARUNDEL COUNTY
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DEPARTMENT OF PUBLIC WORKS
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REVISION DESCRIPTION
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MARYLAND GRID NORTH (NAD 83)
Page 3: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

SS

EX. WHC (APPROX. LOCATION)

CONTRACTOR TO FIELD LOCATE

EX. 2" FM (APPROX. LOCATION)

CONTRACTOR TO FIELD LOCATE

EX. HOUSE

EX.SHED

WALK

GRAVEL

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GRAVEL

TRANSFORMER

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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

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FORGRADING AND BUILDING PERMIT PLANS

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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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ANNE ARUNDEL COUNTY
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MARYLAND GRID NORTH (NAD 83)
Page 4: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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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

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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

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DATE

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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

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TRITON BEACH ROAD
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(EXISTING 50' WIDE PUBLIC RIGHT-OF-WAY)
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CARVEL LANE
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MARYLAND GRID NORTH (NAD 83)
Page 5: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

BREEM POND

CHESAPEAKE BAY

REFORESTATIONAREA 20.13 AC

REFORESTATIONAREA 40.38 AC

REFORESTATIONAREA 30.26 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

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TRITON BEACH ROAD
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(EXISTING 50' WIDE PUBLIC RIGHT-OF-WAY)
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CARVEL LANE
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(EXISTING 40' WIDE PUBLIC RIGHT-OF-WAY)
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ANNE ARUNDEL COUNTY
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DEPARTMENT OF PUBLIC WORKS
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REVISION DESCRIPTION
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MARYLAND GRID NORTH (NAD 83)
Page 6: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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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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

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REVISION DESCRIPTION
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MARYLAND GRID NORTH (NAD 83)
Page 7: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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'

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(19.28 ac FOREST RETENTION /NO CLEARING)

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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

FOREST CONSERVATION PLAN1" = 60'

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EXISTING WOODS LINE

FOREST CONSERVATION AREA

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FC

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EXISTING SPECIMEN TREE

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MARYLAND GRID NORTH (NAD 83)
Page 8: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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'

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QUERCUS FALCATASOUTHERN RED OAK

LIRIODENDRON TULIPIFERATULIP POPLAR

LIRIODENDRON TULIPIFERATULIP POPLARACER RUBRUMRED MAPLELIQUIDAMBAR STYRACIFLUASWEETGUMQUERCUS PHELLOSWILLOW OAKLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUMLIQUIDAMBAR STYRACIFLUASWEETGUM

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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

AutoCAD SHX Text
ANNE ARUNDEL COUNTY
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
REVISION DESCRIPTION
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BY DATE
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E
Page 9: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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

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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

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9
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NAD83
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TRITON BEACH ROAD
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CARVEL LANE
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(EXISTING 40' WIDE PUBLIC RIGHT-OF-WAY)
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NAD83
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GRADING AND BUILDING PERMIT PLANS
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ANNE ARUNDEL COUNTY
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DEPARTMENT OF PUBLIC WORKS
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REVISION DESCRIPTION
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Page 10: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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

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ANNE ARUNDEL COUNTY
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DEPARTMENT OF PUBLIC WORKS
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MARYLAND GRID NORTH (NAD 83)
Page 11: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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

Page 12: MCCARTER LANE EXISTING STORM DRAIN...carvel lane carvel lane stuart road warfield road ridgely drive sundee drive sweet leaf lane mayo avenue linden avenue lakeview avenue oakford

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