CONCEPT SITE DEVELOPMENT PLANS FOR Harris Teeter Concep… · 1. Balanced 5.0-8.5 mature, stable...

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PROFESSIONAL CERTIFICATION: 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.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021

CONCEPT SWM E&S PLAN SHEET OF 12

LUGM #20-13200005

SITE SUMMARY

1. REQUIRED BUILDING SETBACKS

1.1. FRONT (NORTH): 50'

1.2. SIDE (EAST): 10'

1.3. SIDE (WEST): 10'

1.4. REAR (SOUTH): 20'

2. REQUIRED LANDSCAPE BUFFERS

2.1. FRONT (NORTH): 0'

2.2. SIDE (EAST): TYPE A - 15'

2.3. SIDE (WEST): 0'

2.4. REAR (SOUTH): TYPE B - 65'

3. SITE AREA: 1.108 AC

4. TOTAL FLOOR AREA: 5,740 SF

4.1. CONVENIENCE STORE: 240 SF

4.2. FUEL STATION: 5,491 SF

5. MAXIMUM FLOOR AREA RATIO PERMITTED: 0.60

6. FLOOR AREA RATIO PROVIDED: 0.12

7. MINIMUM LANDSCAPING REQUIRED: 20%

8. LANDSCAPING PROVIDED: 41%

9. OPEN SPACE REQUIRED: 2,059 SF

10. OPEN SPACE PROVIDED:12,320SF

11. FUEL CANOPY HEIGHT: 15' - 6"

12. PARKING REQUIRED

12.1. CONVENIENCE STORE: 4 PER 1,000 SF GFA = 1 SPACES

12.2. FUEL STATION: 4 PER 1,000 SF = 22 SPACES

12.3. TOTAL REQUIRED = 23 SPACES

12.4. 1 ADA SPACE PER 25 SPACES = 1 ADA SPACES

13. PARKING PROVIDED:

13.1. FUEL STATION: 2 PER MPD = 14 SPACES

13.2. CONVENIENCE STORE = 9

13.3. TOTAL PROVIDED = 23 SPACES

GENERAL NOTES

1. PROPERTY IS THE LANDS OF PARK PLACE CALIFORNIA, LLC AS RECORDED IN LIBER 3291 FOLIO

6438 AND BEING "UNIT #6" AS SHOWN ON A PLAT OF PARK PLACE CONDOMINIUM AS RECORDED IN

PLAT BOOK 67 AT PAGE 64 AND HAVING A TAX MAP REFERENCE OF TM 0034 GRID 0023 PARCEL

0122.

2. PROPERTY AREA = 1.108 AC

3. ZONING: AE-4 OVERLAY (AVIATION ENVIRONS) MXM (MEDIUM-INTENSITY MIXED USE)

4. PROJECT SCOPE: PROPOSAL TO BUILD USE-FUEL CENTER (USE 60) TO COMPRISE OF 14 FUELING

STATIONS AND A CONVENIENCE STORE (USE 48) ON A 1.108 ACRE SITE.

5. THE EXISTING SITE ADDRESS IS 45335 ABELL HOUSE LANE.

6. TOPOGRAPHIC FEATURES AND ELEVATIONS WERE TAKEN FROM A TOPOGRAPHIC SURVEY DATED

FEBRUARY 14, 2020 BY GRS GROUP, LLC.

7. HORIZONTAL DATUM IS BASED UPON THE STATE PLANE COORDINATE SYSTEM OF 1983 (NA83).

CONTOURS AND SPOT ELEVATIONS HEREON ARE REFERENCED TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88).

8. THE CURRENT WATER CATEGORY IS W-3D. THE CURRENT SEWER CATEGORY IS S-3D.

9. SUBJECT PROPERTY LIES WITHIN "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL

CHANCE FLOODPLAIN) AS SHOWN ON FLOOD MAP 24037C0192E DATED 10/19/2004 FROM FEMA.

10. SITE IS LOCATED WITHIN MHIT INVENTORY ( # SM 691) NO ADVERSE IMPACT.

11. THIS SITE IS COMPLIANT WITH THE ST. MARY'S COUNTY COMPREHENSIVE WATER AND SEWER

PLAN.

12. THE SOURCE OF SOILS INFORMATION ON THIS PLAN IS FROM THE USDA NRCS WEB SOIL SURVEY

(WSS) IN A CUSTOM SOIL RESOURCE REPORT FOR AN AREA OF INTEREST (AOI) ESTABLISHED

FOR THE SUBJECT SITE ONLY AND GENERATED ON 2/18/2020.

13. WITHIN THE AREA OF THE TRACT HEREBY CREATED, NO STRUCTURE, ERECTION, OBJECT,

GROWTH OF TREES, OR VEGETATION WITHIN THE BOUNDARIES OF THE TRACT HEREIN

DESCRIBES, NOR ANY OTHER OBJECTS PLACED WITHIN SAID TRACT, SHALL PENETRATE THE AE

OVERLAY SUBDISTRICT SURFACES OF AN AIRPORT OR HELIPORT. OWNER, HIS/HER/THER/ITS

HEIRS, SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR MAINTAINING AND PRUNING

TREES AND VEGETATION SO THIS HEIGHT RESTRICTION IS NOT EXCEEDED.

14. THE LAND-OWNER EXPRESSLY RESERVES FOR THE USE AND BENEFIT OF ITSELF AND THE

PUBLIC A RIGHT OF FLIGHT FOR THE PASSAGE OF AIRCRAFT IN THE AIRSPACE ABOVE THE LANDS

IDENTIFIED HEREIN, TOGETHER WITH THE RIGHT TO CAUSE ABOVE SUCH TRACT ALL SUCH

NOISE, FUMES, DUST, VIBRATION AND FUEL PARTICLES AS MAY BE INHERENT IN THE OPERATION

OF AIRCRAFT USING SAID AIRSPACE FOR LANDING AND TAKING OFF FROM THE ST. MARY'S

COUNTY REGIONAL AIRPORT AND OTHER REGULATED PUBLIC LANDING STRIPS.

15. THERE ARE NO WETLANDS OR STREAMS ON THE SUBJECT SITE.

16. NO SENSITIVE SPECIES ARE LOCATED ON THE SITE.

17. THE FOREST CONSERVATION PLAN HAS BEEN APPROVED FOR MASTER DEVELOPMENT.

18. PUBLIC WATER AND SEWER SERVICES ARE PROPOSED.

PROPERTY OWNER INFORMATION

OWNER: HARRIS TEETER PROPERTIES, LLC

ADDRESS: 701 CRESTDALE ROAD

MATTHEWS, NC 28105

PHONE: 704-884-3100

APPLICANT: HARRIS TEETER PROPERTIES, LLC

ADDRESS: 701 CRESTDALE ROAD

MATTHEWS, NC 28105

PHONE: 704-844-3100

ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC.

ADDRESS: 11400 COMMERCE PARK DRIVE, SUITE 400

RESTON, VA 20191

PHONE: 703-674-1337

"I CERTIFY THAT THIS CONCEPT EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT PLAN

REPRESENTS ALL SIGNIFICANT RESOURCES BASED ON MY PERSONAL KNOWLEDGE OF THIS SITE, AND THAT THIS

PLAN WAS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE REVIEW AGENCIES. I HAVE REVIEWED THIS

CONCEPT PLAN WITH THE OWNER/DEVELOPER".

CONSULTANTS CERTIFICATION

SIGNATURE:

PRINT NAME:

MD LICENSE:

DATE:

TODD MAGIERA 5/11/2020

46637

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CONCEPT SITE DEVELOPMENT PLANS FOR

STORE # 487

45335 ABELL HOUSE LANE

CALIFORNIA, ST. MARY'S COUNTY, MD 20619

TBD

6,000

Sheet List Table

Sheet Number Sheet Title

000 COVER SHEET

100 PRE-DEVELOPMENT SKETCH PLAN

200 PROPOSED DEVLEOPMENT SKETCH PLAN

201 LANDSCAPE PLAN

202 LANDSCAPE NOTES AND DETAILS

300 CONCEPT STORMWATER MANAGEMENT PLAN

301 CONCEPT STORMWATER MANAGEMENT REQUIREMENTS

400 GRADING AND SESC PLAN

401 UTILITY PLAN

500 IMPERVIOUS AREA EXHIBIT

501 DRAINAGE AREA EXHIBIT

EX-1 TRUCK TURN EXHIBIT

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OVERALL SITE

SCALE: 1" = 100'

VICINITY MAP

SCALE: 1" = 2,000'

NORTH

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Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

2,875

18,360

6,120

STANDARD STABILIZATION NOTE

1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN:

1.1. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES,

SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3

HORIZONTAL TO 1 VERTICAL (3;1); AND

1.2. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED

AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

(GPD)

(GPD)

1

LDA

RCA

Tidal Wetland

Critical Area

ZONE: MXM

NAME: MEDEXPRESS

USE: COMMERCIAL

ZONE: MXM

NAME: CRACKER BARREL

USE: COMMERCIAL CONDOMINIUM

ZONE: MXL

NAME: ONEMAIN FINANCIAL

USE: COMMERCIAL

CaC3

KeC3

∆

∆

ZONE: RNC

NAME: RESIDENTIAL

USE: RESIDENTIAL

ZONE: MXM

NAME: PEARL VISION

USE: COMMERCIAL

BlB2

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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SYMBOL SOIL NAME SLOPES ERODIBILITY KFACTOR

DEPTH TO

RESTRICTIVE

FEATURES

DRAINAGE

CLASS

WATER

CONTENT

DEPTH

TO

WATER

TABLE

HYDROLOGIC

GROUP

KeC3

KEMPSVILLE

SANDY LOAM

5-10% SEVERE 0.06-0.57 IN/HR >80"

WELL

DRAINED

>80" C

CaC3

CAROLINE

SILT LOAM

5-10% SEVERE 0.06-0.57 IN/HR >80"

WELL

DRAINED

>80" C

Aa

ALLUVIAL

LAND

0-2% 0.57-1.98 IN/HR

MOD. WELL

DRAINED

±36" B

BlB2

BELTSVILLE

SILT LOAM

2-5% MODERATELY 0.00-0.06 IN/HR 20"-40"

MOD. WELL

DRAINED

20"-40" C

PROPERTY LINE

LIMITS OF DISTURBANCE

EXISTING SIDEWALK

EXISTING SIGN

_________________________________

LEGEND

15-25% SLOPES

25+% SLOPES

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

ADJACENT PROPERTY LINE

EXISTING DRAINAGE FLOW ARROW

XX EXISTING SOIL TYPE

NRCS SOIL BOUNDARY

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

2

33.4'

41.5'

9.5'9.5'

18.0'

9.5'

25.0'

48.4'

27.1'

127.7'

43.0'

R

30.0'

R

1

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0

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R

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0

'

PROPOSED

BIO-RETENTION

POND

PROPOSED CANOPY

14 PROPOSED

FUELING STATIONS

±5500 SF

27.9'

8.6'

31.7'

R

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R

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IN

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50' FRONT BUILDING SETBACK

PROPOSED KIOSK

±240 SF

13'-5

1

2

" HEIGHT

PROPOSED UNDERGROUND TANK

PROPOSED PROPANE

EXCHANGE LOCATION

PROPOSED AIR PUMP

PROPOSED WATER SPIGOT

PROPOSED DUMPSTER ENCLOSURE

PROPOSED MONUMENT SIGN

PROPOSED SITE LIGHTING POLE (TYP.)

PROPOSED ADA PARKING SIGN

SEE NOTE 1PROPOSED UNDERGROUND TANK

PROPOSED TRANSFORMER

25' B.R.L. PER PLAT

15' TYPE A BUFFER YARD PER PLAT

65' TYPE B BUFFER YARD CZO 63.3(b)

NEAREST RESIDENTIAL UNITS

2

5

1

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1

BEGIN PROPOSED CURB

15' TYPE A BUFFER YARD PER CZO 63.3 (b)

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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EDGE OF PAVEMENT

PROPERTY LINE


BUILDING SETBACK

EXISTING SIDEWALK

PROPOSED CONCRETE WALKWAY

_________________________________

LEGEND


PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

PROPOSED BIO-SWALE FACILITY

PROPOSED MICRO-BIORETENTION FACILITY

PROPOSED STORM PIPE

PROPOSED SWALE

PEDESTRIAN/BICYCLE CIRCULATION

NOTE:

1. TRAFFIC ARROWS ARE SHOWN FOR

GRAPHICAL USE ONLY.

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

3

3

AR

7

ZS

2

GT

2

GT

PROPOSED CANOPY

14 PROPOSED

FUELING STATIONS

±5500 SF

PROPOSED KIOSK

±240 SF

PROPOSED UNDERGROUND TANKS

PROPOSED DUMPSTER ENCLOSURE

PROPOSED MONUMENT SIGN

PROPOSED SITE

LIGHTING POLE (TYP.)

TREES QTY BOTANICAL NAME COMMON NAME CONT SIZE

AR 3 Acer rubrum `October Glory` October Glory Red Maple B & B 2"Cal

GT 4 Gleditsia triacanthos inermis Thornless Honeylocust B & B 2"Cal

ZS 7 Zelkova serrata `Green Vase` Green Vase Sawleaf Zelkova B & B 2"Cal

PLANT SCHEDULE


LUGM #20-13200005

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Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

4118

7/3/2021


LUGM #20-13200005

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GENERAL NOTES

1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection

of the Landscape Architect prior to, during and after installation.

2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs,

and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to

installation. Plants not approved shall be resourced and resubmitted.

3. Planting beds and individual tree plantings shall be mulched continuously as specified.

4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work

in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or

remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape

related work.

5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be

approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference-it

is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing.

6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing,

edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of

certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1)

calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed

the original specification identified on drawings. Replacement planting shall extend the same warranty as

originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of

warranty period.

7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the

Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement

by warranty shall exhibit characteristics of 30% dead-per individual plant, non-contributing or disease

compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and

continuous, densely established coverage.

Contractor shall perform a site review at end of warranty period and provide the Owner with written

documentation of the site, including plant health, warranty replacement items, and conditions that may be

influencing plant health. Contractor shall remove from plants and site, all staking and guying material at

end of warranty period.

8. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the

work undertaken.

9. All material including planting operation appurtenances shall be of domestic origin manufacture and

sourced within 100 miles of the project site.

10. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary

resulting modifications to schedules are responsibility of the Contractor.

PERFORMANCE SPECIFICATION

I. PLANTS

A.General

1. Live healthy plants free of dead branches and parts

2. Free of disease, insect, injury and damage

3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired

damage.

4. Free of girdling roots or rootbound/circling container conditions

5. Plants of consistent in growth habit and healthy character

6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and

scars

7. Point of origin growing location within 100 miles of project site

8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery

Stock most current edition

9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United

States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental

Characteristics, Culture, Propagation and Uses, most current edition

10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans

B.Trees:

1. Deciduous Single Trunk

a. Full, straight and upright with consistent symmetrical natural branching pattern throughout

b. Branching Height-seven (7) feet to lowest branch in two years unless otherwise required by local

jurisdiction

2. Deciduous Multi-Trunk

a. Full and upright with straight consistent symmetrical natural branching pattern throughout

b. Canes evenly spaced and of similar growth habit

c. Free of suckers and extraneous branching

3. Evergreen Single-Trunk

a. Full and upright with continuous symmetrical dense natural habit

b. Clear branching height twelve (12) inches above top of rootball

c. Free of suckers and extraneous branching

d. Do not shear or otherwise prune to shape plantings

C.Evergreen and Deciduous Shrubs

1. Full, dense and naturally symmetrical.

2. Consistent with container and/or balled and burlapped size

3. Free of suckers and extraneous branching

4. Do not shear or otherwise prune or shape plantings

D.Evergreen and Deciduous Groundcover

1. Full and dense in pots or flats

E.Perennials and Seasonal Color

1. Full and dense in pots or flats

F. Turf Grass

1. Subgrade

a. Soil Mix-10% Compost, 90% topsoil by volume

b. Preparation-loosen subgrade to a minimum depth of four (4) inches. Remove all non-natural materials

including litter, stones, sticks and all items greater than ¾ inch in any dimension

c. Preparation-spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown

on drawings. Allow for thickness of sod when applicable

2. Grass Sod

a. Install not longer than twenty-four (24) hours from harvest

b. Grass bed not less than two (2) inches in continuous thickness

c. 100% continuous live sod coverage after first growing season and at end of warranty period.

d. Of uniform non-varying density and continuous texture quality capable of growth and development

immediately upon installation. Weed and noxious plant free

e. Stagger installation rows and place aligned parallel to contours

f. Fill joints solidly with planting bed preparation soil

g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1

3. Grass Seed

a. Mix approved by the Landscape Architect

b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter

c. Provide seed mix not greater than 15% annual or perennial rye

d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty

e. Replacement or overseeding mixes consistent with original application/installation

f. Provide erosion blankets or other slope retention methods as noted on drawings

II.Materials and Appurtenances

A.Testing

1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified

not greater than 120 calendar previous days from current date of submittal for review

B.Top Soil

1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously

free of non-soil items such as stones, debris, sticks, trash, and deleterious matter greater than ¾ inch in

any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not

exceed 25%

C.Use of Existing Topsoil

1. Existing topsoil on-site may be repurposed with prior Owner approval. Contractor shall provide soil testing

and additive program that demonstrates consistent performance and characteristics and composition as

identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures

D.Shredded Hardwood Mulch

1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.

Neutral Ph balance 5.5-7.5

E. Composted Pine Bark Fines

1. 100% organic ground pine bark with no particle dimension greater than ¾-inch and no greater than 10%

wood content

F. Compost Ph

1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of

visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.

Consistent with US-EPA CFR Title 40 Part 503 Standards for Class A biosolids

G.Compost Testing

1. Prior to delivery on-site, the following items are required for approval by Owner: Feedstock percentage in

final compost product; statement that the products meets federal, state and local health safety

requirements

2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described

physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants

(including a statement that fecal coliform and salmonella testing and results comply with requirements of

the US Composting Council Seal of Testing approval programs

H.Planting Mix

1. 85% topsoil and 15% Compost

I. Fertilizer

1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form.

Product and Material Safety Data as approved by Owner

J. Herbicide

1. Product and Material Safety Data as approved by Owner

K. Water

1. Potable only unless otherwise approved by Owner

L. Hardwood Stakes

1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides

M.Tree Ties

1. Villa Non-Abrasive Rubber Tree Ties or approved equal

N.Filter Fabric

1. Mirafi 140-N or approved equal

O.Steel Edging

1. 1/8-inch x 4-inch in full sections. Ryerson, Timec or approved equal with integral stakes. No open

corners. Corners shall be formed and trued to compliant angle or welded closed

P.River Stone

1. Locally sourced, river rounded, unfaceted river stone/cobbles.

2. Size shall not exceed 3 total inches in any dimension.

3. Color and texture approved by Owner

4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints.

5. Concrete or mortar as approved by owner.

III. Execution

A.Site Conditions

1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable

are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.

2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner

of acceptance prior to commencement of work.

3. Notify Owner in writing of any conditions that may preclude successful completion of work including items

such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,

access to storage/work areas, damage to conditions, etc.

4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,

materials delivery and/or installation and warranty responsibilities.

5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of

other trades which show development of the entire project and become familiar with the scope of required

work by others.

B.Planting Seasons

Recommended seasons are a general guide based on historical climatic data and typical performance of

plantings, and which vary dependent on project-specific environmental conditions. Due to construction

schedules, recommended planting seasons may/may not coincide with request(s) for certificate of

occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner

on an individual project basis.

1. Deciduous and Evergreen Trees

a. Do not install/plant the following trees between September 15 and March 15

1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea)

2. Dogwood (Cornus Sp.)

3. Sweetgum (Liquidambar Sp.)

4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.)

2. Deciduous and Evergreen Shrubs

a. Install/plant between March 15 and June 15 and/or September 15 and November 30

3. Perennials

a. Install/plant between March 15 and June 15 and/or September 15 and November 30

4. Spring Flowering Bulbs

a. Install/plant between September 15 and December 15

5. Seasonal Annuals

a. Install/plant in season per approved schedule

6. Turf Grass

a. Install/plant between March 15 and May 15 and/or September 15 and November 30

b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)

degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work

7. No Plant Installation

a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner

C.Positioning & Location of Plantings

1. Position plants to show the most-prominent and well-formed face to most-public view

2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning

installation

3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without

Owner approval

D.Implementation

1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner

2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of

ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor.

Plan accordingly for procurement of materials

3. Continuously update implementation schedule and notify Owner of progress. Delays related to material

availability are not cause for non-completion of scheduled delivery of work

4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for

remedy of schedule delays. Do not work, place or modify frozen soil

5. Report delays due to extraordinary natural or other conditions beyond control of Contractor

E. Clean Up

1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly

clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site

furnishings, etc.

2. Repair any damage to existing conditions that occurred during execution of work.

3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape

Architect.

TOP OF ROOT BALL SHALL BE FLUSH WITHFINISHED GRADE.

EXISTING SOIL.SCARIFY SIDES OF PLANTING PIT

PRIOR TO MULCHING, LIGHTLY TAMP SOILAROUND THE ROOT BALL IN 6" LIFTS TOBRACE TREE. DO NOT OVER-COMPACT.WHEN THE PLANTING HOLE HAS BEENBACKFILLED

4" LAYER OF MULCH.MULCH ON TOP OF ROOT BALL SHALL NOTEXCEED 1"

BOTTOM OF ROOT BALL RESTS ONEXISTING OR RECOMPACTING SOIL.

CENTRAL LEADER

FINISHED GRADE.

3x WIDEST DIMENSION OF ROOT BALL

LOOSENED SOIL. TURN THE SOIL TOREDUCE COMPACTION TO THE AREA ANDDEPTH SHOWN.

6'-0"

THREE (3) TWO INCH TREE STAKES.INSTALL 6" AWAY FROM EDGE OF THEROOT BALL. STAKE LOCATION SHALL NOTINTERFERE WITH PERMANENT BRANCHES.STAKES SHALL BE PAINTED BLACK PRIORTO INSTALLATION.

NON-ABRAISIVE RUBBER TIES.

PLAN VIEW

NON-ABRAISIVE RUBBERTREE TIESTREE STAKES

REMOVE NURSERY STAKE

PREVAILING WIND

1 NOT TO SCALEDECIDUOUS TREE PLANTING

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

4118

7/3/2021

PROPOSED CURB CUTS

POI 2

POI 4

POI 1

POI 3

PROPOSED STORM

SEWER (TYP.)

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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PROPERTY LINE


EXISTING SIGN

_________________________________

LEGEND

15-25% SLOPES

25+% SLOPES




PROPOSED DRAINAGE FLOW ARROWS

PROPOSED MICRO-BIORETENTION FACILITY

PROPOSED STORM PIPE

PROPOSED STORM MANHOLE

POTENTIAL LOCATION OF STORMWATER

SOIL BORINGS

NATURAL RESOURCES NARRATIVE:

A. THE PROPOSED DESIGN MAXIMIZES NATURAL RESOURCE

PROTECTION TO THE EXTENT POSSIBLE. 14 TREES ARE

PROPOSED ON SITE. ADDITIONALLY, THE DESIGN PROPOSES

41% OPEN SPACE FOR PLANTING AND SEEDING, WELL ABOVE

THE COUNTY-REQUIRED 20%.

B. THE SITE GENERALLY FLOWS FROM THE CENTER OF THE SITE

TO FOUR DISCHARGE POINTS OFFSITE. THE PROPOSED

DRAINAGE DESIGN UTILIZES THE EXISTING STORMWATER

INFRASTRUCTURE AND MAINTAINS FLOW PATTERNS IN THE

SAME GENERAL DIRECTION. THE MICRO-BIORETENTION BASIN

ON THE NORTHERN PORTION OF THE SITE TIES INTO THE

EXISTING STORM MANHOLE.

C. THE DESIGN MINIMIZES THE PROPOSED IMPERVIOUS AREA BY

MAKING DRIVE AISLES AS NARROW AS POSSIBLE TO ALLOW FOR

TRUCK TURN MOVEMENTS AND PROVIDING THE MINIMUM

NUMBER OF PARKING SPACES ALLOWED BASED ON THE SITE

LAYOUT.

D. THE EROSION AND SEDIMENT CONTROL PLAN INCLUDES INLET

PROTECTION FOR ALL PROPOSED INLETS.

E. THE DESIGN INCLUDES ONE BIORETENTION FACILITY. THE

FACILITY PROVIDE 956 CUBIC FEET OF STORAGE AND 226 CUBIC

FEET OF RECHARGE, GREATER THAN THE REQUIRED 532 CF AND

116 CF, RESPECTIVELY. ADDITIONALLY, THE DESIGN PROVIDES

1.44 INCHES OF PE, GREATER THAN THE REQUIRED 1.00 INCH.

NOTE

1. ENGINEER HAS FIELD VERIFIED THAT THERE ARE NO

NATURAL RESOURCES ONSITE.

STORMWATER NARRATIVE:

THE 1.08-ACRE SUBJECT PROPERTY IS LARGELY UNDEVELOPED WITH ONLY 0.09 ACRES OF EXISTING IMPERVIOUS AREA. THE PROPOSED IMPROVEMENTS INCLUDE THE

CONSTRUCTION OF A 240 SQUARE FOOT KIOSK AND A 5,500 SQUARE FOOT FUELING CANOPY. DRIVE AISLES, CUSTOMER PARKING, AND MINOR UTILITY INSTALLATIONS ARE

ALSO PROPOSED. THE LIMITS OF DISTURBANCE ASSOCIATED WITH THESE IMPROVEMENTS IS APPROXIMATELY 0.81 ACRES, AND THE PROPOSED CONDITIONS PROVIDE AN

INCREASE OF APPROXIMATELY 0.57 ACRES OF IMPERVIOUS AREA FROM PRE-DEVELOPMENT CONDITIONS. THE SITE CONSISTS OF FOUR (4) ANALYSIS POINTS OF INTEREST

(POIS), EACH CORRESPONDING TO A DRAINAGE AREA DISCHARGE POINT (SEE DRAINAGE AREA EXHIBIT, SHEET 501).

FOR STORMWATER QUALITY, A PORTION OF DRAINAGE AREA 2 DRAINS TO A MICRO-BIORETENTION BASIN TO MEET THE REQUIREMENTS FOR THE SITE (SEE CONCEPT

STORMWATER MANAGEMENT REQUIREMENTS, SHEET 301), . THIS SITE WILL HAVE STORMWATER MANAGEMENT IN ACCORDANCE WITH ESD TO MEP AND THE APPROVED

OVERALL DEVELOPED MASTER STORMWATER MANAGEMENT PLAN. THE PROPOSED STORMWATER MANAGEMENT FACILITIES ON SITE TREAT 1.4 INCHES OF PE, GREATER

THAN THE REQUIRED 1.0 INCHES. THE PROPOSED ONSITE STORMWATER FACILITIES PROVIDE 226 CUBIC FEET OF RECHARGE, MORE THAN 116 CUBIC FEET REQUIRED TO

TREAT THE SITE.

FOR STORMWATER QUANTITY TREATMENT, THE SUBJECT SITE IS IN ACCORDANCE WITH CHANNEL PROTECTION CRITERIA. THE MAXIMUM PEAK FLOWRATE FOR THE 1-YEAR,

24 HOUR STORM IS CONVEYED WITHIN THE SYSTEM FROM THE POINT OF DISCHARGE TO THE LIMIT OF ANALYSIS WITHOUT CAUSING EROSION. THE OVERALL SITE PROVIDES

956 CUBIC FEET OF ESD VOLUME, GREATER THAN THE REQUIRED 532 CUBIC FEET. THE SITE DISCHARGES ITO AN EXISTING STORM DRAIN SYSTEM THAT DRAINS INTO AN

EXISTING SWM POND FOR THE OVERALL CENTER.

IN CONCLUSION, THE PROPOSED SWM FACILITIES ON AND OFF-SITE MEET AND EXCEED THE REQUIRED QUALITY AND QUANTITY SWM REQUIREMENTS PER MDE'S

STORMWATER MANUAL. IF, DUE TO DESIGN CONSTRAINTS, MODIFICATIONS NEED TO BE MADE TO THE BMP FACILITIES, THE APPLICANT RESERVES THE RIGHT TO REPLACE

THE CURRENT PROPOSED FACILITIES OR EQUIVALENT STRUCTURES WITH A SIMILAR BMP TREATMENT WHICH WILL STILL PROVIDE THE MINIMUM ESD VOLUME REQUIRED.

SWM-1

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

6

POINT OF INTEREST: EX. OFFSITE

DISCHARGE POINTS; SEE NATURAL

RESOURCE NARRATIVE NOTE B ABOVE

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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CIP

CIP

CIP

CIP

CIP

SFOP

SFOP

SSF

SSF

SSF

PROPOSED KIOSK

±240 SF

13'-5

1

2

" HEIGHT

POI 2

POI 4

POI 1

POI 3

STABILIZED

CONSTRUCTION

ENTRANCE WITH 12"

MOUNTABLE BERM

CIP

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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EROSION CONTROL LEGEND

SILT FENCE ON PAVEMENT


DRAINAGE AREA DIVIDE

SUPER SILT FENCE

SFOP

SSF

STABILIZED CONSTRUCTION

ENTRANCE/EXIT

CIP

CURB INLET PROTECTION

PROPOSED CONCRETE

PAVEMENT

STANDARD STABILIZATION NOTE:

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION IS REQUIRED WITHIN THREE CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER

SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND

SEVEN CALENDAR DAYS AS TO ALL OTHER DISTURBED AREAS ON THE PROJECT SITE

EXCEPT FOR THOSE AREAS UNDER ACTIVE GRADING.

15-25% SLOPE

25+% SLOPE

GRADING LEGEND


EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS


SEQUENCE OF CONSTRUCTION

1. OBTAIN ALL NECESSARY PERMITS.

2. CONTRACTOR TO STAKE OUT LIMITS OF DISTURBANCE.

3. CONTACT ST. MARY'S COUNTY INSPECTOR (301-475-4200) FOR PRE-CONSTRUCTION MEETING ON-SITE WITH OWNER AND DEVELOPER 2 DAYS PRIOR

TO THE START OF WORK.

4. UPON WRITTEN APPROVAL FROM INSPECTOR INSTALL STABILIZED CONSTRUCTION ENTRANCE AND INLET PROTECTION ON PAVEMENT AS SHOWN ON

PLAN. NO CLEARING OR GRADING IS TO BE DONE EXCEPT WHERE NECESSARY FOR THE INSTALLATION OF SEDIMENT CONTROLS. MARK ALL

PROTECTED AREAS PRIOR TO LAND DISTURBING ACTIVITY. CONTACT INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION OF REMAINING SEDIMENT

CONTROL MEASURES.

5. INSTALL REMAINING SEDIMENT CONTROLS SILT FENCE AND SILT FENCE ON PAVEMENT AS SHOWN ON THE PLAN AND FINISH CLEARING AND

GRUBBING. DEMOLISH AND REMOVE ALL ITEMS AS SHOWN ON THE DEMOLITION PLAN. HAUL ALL DEBRIS TO AN APPROVED SITE.

6. CONTACT THE INSPECTOR FOR APPROVAL UPON COMPLETION OF STRIPPING, THE STOCKPILE OF TOPSOIL, THE CONSTRUCTION OF TEMPORARY

SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIALS TO A SITE WITH AN ACTIVE AND APPROVED SEDIMENT AND

EROSION CONTROL PLAN AND PREPARATION OF THE GROUNDS.

7. ROUGH GRADE THE SITE AS SHOWN WITHIN THE LIMITS OF DISTURBANCE. HAUL ALL DEBRIS TO A SITE WITH AN ACTIVE AND APPROVED EROSION AND

SEDIMENT CONTROL PLAN. MAINTAIN DRAINAGE DIVIDES DURING GRADING. CONTACT INSPECTOR FOR APPROVAL UPON COMPLETION OF ROUGH

GRADING, BUT PRIOR TO PLACING TOPSOIL, PERMANENT DRAINAGE OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.

8. BEGIN UTILITY INSTALLATION.

9. CONSTRUCT PROPOSED FOUNDATION. BEGIN BUILDING CONSTRUCTION AND ASSOCIATED IMPROVEMENTS.

10. ALL DISTURBED AREAS MUST BE STABILIZED AT THE END OF EACH BUSINESS DAY. ALL AREAS ARE TO BE VEGETATIVELY STABILIZED PER THE ST.

MARY'S SOIL CONSERVATION DISTRICT'S DETAILS AND SPECIFICATIONS FOR VEGETATIVE ESTABLISHMENT.

11. COMPLETE UTILITY INSTALLATION.

12. FINAL GRADE AND INSTALL PAVEMENT OMITTING FINAL SURFACE COURSE. FINAL GRADE AND STABILIZE ALL OTHER DISTURBED AND AFFECTED

AREAS.

13. UPON STABILIZATION OF ALL CONTRIBUTING DRAINAGE AREAS INSTALL SWM SYSTEMS AND DEVICES AND/OR PLANTINGS. (SEDIMENT IS TO BE

PREVENTED FROM ENTERING SWM SYSTEMS DURING CONSTRUCTION; INFLOW PIPES TO BE CONNECTED UPON STABILIZATION OF ALL CONTRIBUTING

DRAINAGE AREAS.) THE ENGINEER MUST CERTIFY SWM INSTALLATION.

14. WITH STABILIZATION OF ALL CONTRIBUTING DRAINAGE AREAS AND WITH INSPECTOR'S APPROVAL, REMOVE REMAINING SEDIMENT CONTROLS.

15. STABILIZE ANY AREAS DISTURBED DURING REMOVAL.

16. INSTALL FINAL PAVEMENT SURFACE COURSE AND STRIPING.

17. CONTACT INSPECTOR FOR APPROVAL UPON COMPLETION OF FINAL GRADING, REFORESTING, PERMANENT DRAINAGE AND EROSION CONTROL

FACILITIES INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS.

LIMITS OF GRADING

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

8

EX. OFFSITE DISCHARGE POINTS;

SEE NATURAL RESOURCE

NARRATIVE NOTE B ON SHEET 300

PROPOSED KIOSK

±240 SF

13'-5

1

2

" HEIGHT

PROPOSED STORM

SEWER (TYP.)

PROPOSED STORM

SEWER (TYP.)

PROPOSED SANITARY

SEWER (TYP.)

PROPOSED UNDERGROUND

ELECTRIC LINE (TYP.)

PROPOSED DOMESTIC

WATER LINE (TYP.)

ROOF DRAIN TIE IN

(TYP.)

PROPOSED

TRANSFORMER

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

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UTILITY LEGEND

PROPOSED UNDERGROUIND ELECTRIC

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED TELEPHONE

PROPOSED DOMESTIC WATER

PROPOSED IRRIGATION

PROPOSED FIBER OPTIC CABLE

PROPOSED STORM MANHOLE

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

9

POI 2

POI 4

POI 1

POI 3

5

90

0.41

DA-1

5

78

0.18

DA-4

5

74

0.15

DA-3

5

95

0.55

DA-2

PROPERTY LINE

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

HA

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LEGEND

EXISTING IMPERVIOUS AREA 0.07 AC

PROPOSED IMPERVIOUS AREA 0.59 AC


EX. OFFSITE DISCHARGE POINT; SEE NATURAL

RESOURCE NARRATIVE NOT B O SHEET 300

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

10

POI 2

POI 4

POI 1

POI 3

10.4

82

0.20

DA-2

11.5

79

0.44

DA-3

6.5

81

0.24

DA-4

7.9

80

0.41

DA-1

PROPERTY LINE

POI 2

POI 4

POI 1

POI 3

5

90

0.41

DA-1

5

78

0.18

DA-4

5

74

0.15

DA-3

5

95

0.55

DA-2

PROPERTY LINE

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7

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OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

HA

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DRAINAGE AREA SUMMARY

CN

PROPOSED DA

DRAINAGE AREA (AC) Tc

DA-1

DA-2

DA-3

7.90.41

LEGEND

PROPERTY LINE


EXISTING SIDEWALK

_________________________________

LEGEND

80

N

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PRE-DEVELOPMENT DRAINAGE AREA MAP POST-DEVELOPMENT DRAINAGE AREA MAP

DA-4

10.40.20

82

11.50.44

79

6.50.24

81

EXISTING

CNDRAINAGE AREA (AC) Tc

50.41

90

50.55

95

50.15

74

50.18

78

PROPOSED


Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

11

EX. OFFSITE DRAINAGE POINT; SEE NATURAL

RESOURCE NARRATIVE NOTE B ON SHEET 300

S

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4 6

6

3

7

AM






OF MARYLAND.

LICENSE NO.

EXPIRATION DATE

46637

4/12/2021


LUGM #20-13200005

HA

RR

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EDGE OF PAVEMENT

PROPERTY LINE


BUILDING SETBACK

EXISTING SIDEWALK

PROPOSED CONCRETE WALKWAY

_________________________________

LEGEND

Know what's below.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

12

CONCEPT SITE DEVELOPMENT PLANS FOR Harris Teeter Concep… · 1. Balanced 5.0-8.5 mature, stable...

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