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PRELIMINARY MAJOR SITE PLAN & STORMWATER MANAGEMENT PLANFOR

NEW RETAIL BUILDINGSDENTON PLAZA II

TOWN OF DENTON3RD ELECTION DISTRICT, CAROLINE COUNTY, MARYLAND

TAX MAP 105, GRID 23, PARCEL 2363

VICINITY MAPSCALE 1" = 2000'

0'GRAPHIC SCALE

1 inch = ft.100

300'200'100'

SITE MAPSCALE 1" = 100'

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THESE PLANS HAVE BEEN REVIEWED BY THE TOWN OF DENTON PLANNING COMMISSION,DEPARTMENT OF PLANNING & CODES, DEPARTMENT OF PUBLIC WORKS AND CONSULTANTENGINEER AND MEETS MEETS TECHNICAL REQUIREMENTS.

APPROVED:

TOWN OF DENTON PLANNING COMMISSION CHAIRPERSON DATE

APPROVED:

TOWN OF DENTON DIRECTOR OD PLANNING & CODES DATE

APPROVED:

TOWN OF DENTON DIRECTOR OF PUBLIC WORKS DATE

APPROVED:

TOWN OF DENTON CONSULTANT ENGINEER DATE

TOWN OF DENTON APPROVALS

LEGEND

MAJOR CONTOURS

PROPOSEDEXISTING

BUILDING STRUCTURE

TREELINE

MINOR CONTOURS

EASEMENT LINE

BUILDING AWNING/OVERHANG

FENCE LINE XX

CONCRETE PAD/WALK

GUARDRAIL

GRAVEL ROAD

CURB

PROPERTY LINES

PROPERTY SETBACK LINES

PARKING MARKINGS

ELECTRIC LINE

WATER LINE

SEWER LINE

STORM PIPE

E E

SS

W W

SS

LIMIT OF DISTURBANCE

SILT FENCE

LOD

SF

STOP SIGN

SOIL TYPE BOUNDARY

SOIL TYPE LABEL

LIGHT POLE

SEWER MANHOLE

HvAHSG A/D

SS

UTILITY POLE

ELECTRICAL STRUCTURE

FIRE HYDRANTWV

ELEC

WATER VALVEWV

ELEC

LANDSCAPED AREA

TRUNCATED DOME SURFACES

DRAINAGE AREASTIME OF CONCENTRATION

SHEET FLOW è

è

è

TIME OF CONCENTRATIONSHALLOW FLOW

TIME OF CONCENTRATIONCHANNEL FLOW

SITE NOTES

1. PROPERTY SHOWN HEREON IS CURRENTLY DESIGNATED AS TAX MAP 105, GRID 23,PARCEL 2363.

2. FOR DEED REFERENCE FOR SEE 1444/81.

3. THIS SITE IS ZONED RHC - REGIONAL HIGHWAY COMMERCIAL.

4. EXISTING USE - OPEN SPACE AND PROPOSED USE - SHOPPING CENTER.

5. PROPERTY LINES AND IMPROVEMENTS SHOWN HEREON ARE BASED ON AN ALTASURVEY PREPARED BY McCRONE DATED AUGUST 2018.

6. TOPOGRAPHY SHOWN HEREON WAS FIELD RUN BY McCRONE ON AUGUST 20, 2018AND IS NAD 83 & NAVD 88. THERE ARE NO SLOPES GREATER THAN 15% ON THESUBJECT PROPERTY.

7. SOILS ON SITE CONSIST OF INGLESIDE SANDY LOAM, HURLOCK SANDY LOAM, ANDURBAN LAND PER THE USDA WEB SOIL SURVEY OCTOBER 22, 2020. HURLOCK SANDYLOAM IS INDICATED AS A HYDRIC SOIL.

8. THIS SITE IS LOCATED WITHIN THE AREA OF MINIMAL FLOOD HAZARD (ZONE X)ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S F.I.R.M. MAPFOR CAROLINE COUNTY, PANEL NOs. 24011C0227D & 24011C0164D, EFFECTIVEJANUARY 16, 2015.

9. THIS SITE IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA.

10. THIS SITE IS SERVED BY PUBLIC WATER AND SEWER.

11. STORMWATER MANAGEMENT IS TO BE PROVIDED ON-SITE.

12. MAXIMUM PERMITTED BUILDING HEIGHT = 50 FTTALLEST PROPOSED STRUCTURE = 40 FT

13. PER AVAILABLE GIS DATA, THE SITE DOES NOT CONTAIN ANY OF THE FOLLOWING:NON-TIDAL WETLANDS, TIDAL WETLANDS, WOODLANDS, STREAMS OR STEEP SLOPESGREATER THAN 15%. AVAILABLE GIS DATA INDICATES THAT NO RARE, THREATENEDOR ENDANGERED SPECIES ARE PRESENT ON SITE.

14. THE PROPOSED DEVELOPMENT IS COMMERCIAL AND WILL NOT IMPACT THE SCHOOLDISTRICT OR SCHOOL BUS SERVICE.

15. LANDSCAPING IS TO BE PROVIDED IN ACCORDANCE WITH THE TOWN OF DENTONCODE, CHAPTER 128, ARTICLE XVI, UNLESS MODIFIED AT THE TIME OF THEPRELIMINARY/FINAL ENGINEERING DESIGN.

16. NO WETLANDS APPEAR ON SITE. IF REQUIRED, A FORMAL WETLAND DELINEATIONSHALL BE CONDUCTED, SURVEYED, AND APPROVED BY MDE PRIOR TO FINALENGINEERING AND CONSTRUCTION.

17. FOREST CONSERVATION IS PROPOSED TO BE PROVIDED FOR THE PROPOSED AREAOF DISTURBANCE WITH A FEE IN LIEU PAYMENT TO THE TOWN OF DENTON.

18. DEVELOPMENT OF THE PROPERTY WILL COMMENCE WHEN ALL REQUIREDAPPROVALS AND PERMITS HAVE BEEN OBTAINED. DEVELOPMENT OF THE ENTIRESITE WILL OCCUR IN A SINGLE PHASE.

19. ARCHITECTURAL AND SIGNAGE PLANS ARE TO BE INCLUDED UNDER SEPARATECOVER.

ENGINEER/SURVEYORMcCRONEATTN: WILLIAM R. WARNOCK, P.E.20 RIDGELY AVENUEANNAPOLIS, MARYLAND 21401PHONE: (410) 267-8621 x1011

OWNER/APPLICANT/DEVELOPER5001 SHR LCATTN: KEVIN SILLS9161 LIBERIA AVENUE, SUITE 201MANASSAS, VIRGINIA 20110PHONE: (703) 257-1188

SITE CALCULATIONSCURRENT ZONING = REGIONAL HIGHWAY COMMERCIAL (RHC)ZONING SETBACKS = FRONT 50', REAR 20', SIDE 20'/30'CURRENT USE = OPEN SPACE RESERVED LANDPROPOSED USE = SHOPPING CENTERSITE AREA = 324,255 S.F. (7.44 AC±)PROPOSED FLOOR AREA = 68,921 S.F.±AREA DISTURBED = 320,961 S.F. (7.37 AC±)PROPOSED IMPERVIOUS AREA = 254,984 S.F. (5.85 AC±)VEGETATIVELY STABILIZED AREA = 65,977 S.F. (1.51 AC±)

STATEMENT OF PURPOSE & INTENTTHE PURPOSE OF THIS SITE PLAN IS TO OBTAINAPPROVALS FOR A SUBDIVISION OF THIS LOT INTO FOURLOTS, AND TO PROPOSE FOUR NEW RETAIL BUILDINGSFOR THE FUTURE DENTON PLAZA II SHOPPING CENTER.THE APPLICANT IS SEEKING MAJOR SITE PLAN APPROVALAND MAJOR SUBDIVISION APPROVAL.

GENERAL NOTES1. THE EXISTING UTILITIES SHOWN IN THESE DRAWINGS IS BASED ON BEST AVAILABLE

INFORMATION. NO GUARANTEE TO THE ACCURACY OF THE LOCATION (HORIZONTALOR VERTICAL) IS MADE BY THE ENGINEER. CONTRACTOR TO FIELD VERIFY AND TESTPIT AS NEEDED TO VERIFY THE LOCATION OF THE EXISTING UTILITIES. THIS SHALL BEDONE AS PART OF THE CONTRACT FOR THE WORK SHOWN IN THESE DRAWINGS.ANY DAMAGE INCURRED TO SUCH UTILITIES SHALL BE REPAIRED IMMEDIATELY ATTHE CONTRACTOR'S EXPENSE.

2. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING TWO (2) WEEKS PRIOR TO THESTART OF CONSTRUCTION AND SHALL COORDINATE CONSTRUCTION WITH THEUTILITY COMPANIES INVOLVED:

DELMARVA POWER 1-800-375-7117CHOPTANK ELECTRIC COOPERATIVE 1-877-892-0001MISS UTILITY 1-800-441-8355McCRONE 1-410-267-8621MARYLAND DEPARTMENT OF ENVIRONMENT 1-410-901-4020TOWN OF DENTON PUBLIC WORKS 1-410-479-5446TOWN OF DENTON 1-410-479-2050

3. THE CONTRACTOR SHALL CONTACT THE TOWN OF DENTON AT LEAST TWO (2) WEEKSPRIOR TO THE START OF CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTIONMEETING.

4. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR, AND MATERIALS FORANY MISCELLANEOUS OR TEST PIT EXCAVATIONS REQUIRED BY THE ENGINEER.CONTRACTOR SHALL TEST PIT TO CONFIRM THE ACTUAL LOCATION OF ANY AND ALLEXISTING SANITARY DISTRICT FACILITIES AT EACH AND EVERY CROSSING AND TIE-IN.

5. ALL CONSTRUCTION SHALL BE MARKED FOR TRAFFIC AND PEDESTRIAN SAFETY. ALLSIGNS SHALL BE PLACED IN ACCORDANCE WITH SECTION VI OF THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES.

6. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITHTHE TOWN OF DENTON DEVELOPMENT DESIGN STANDARDS.

7. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR ANY DEVIATIONS FROMTHESE PLANS, UNLESS SAID DEVIATION IS APPROVED BY THE ENGINEER. THECONTRACTOR SHALL RECEIVE WRITTEN PERMISSION FROM THE ENGINEER IF ADEVIATION OF THE PLAN IS NECESSARY.

8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROVIDE POSITIVEDRAINAGE IN THE DIRECTION OF FLOW ARROWS HEREIN AND STABILIZED WITHTOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING ANDMULCHING SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES (SEE EROSION ANDSEDIMENT CONTROL SPECIFICATIONS).

9. ALL TRASH, TREES, DEMOLITION DEBRIS, AND UNDERBRUSH ARE TO BE CLEAREDAND REMOVED OFF SITE TO AN APPROVED DUMP SITE BY THE CONTRACTOR.

10. ANY EXCESS EXCAVATED MATERIAL PLACED OUTSIDE OF THOSE AREAS DESIGNATEDON THIS PLAN SHALL MEET APPROVAL OF CAROLINE COUNTY SOIL CONSERVATIONAND ENGINEER.

11. ANY EXISTING SURVEY MONUMENTATION THAT IS DISTURBED DURINGCONSTRUCTION SHALL BE REPLACED BY A REGISTERED SURVEYOR AT THECONTRACTOR'S EXPENSE.

12. ALL FILL AREAS WITHIN LIMITS OF BUILDING CONSTRUCTION AND PARKING AREAS ASDESIGNATED ON THESE PLANS SHALL BE COMPACTED TO 95% MODIFIED PROCTORDENSITY AND LAID AND COMPACTED IN 8" MAXIMUM LIFTS.

13. ALL SIDEWALKS, HANDICAP RAMPS, HANDICAP PARKING SPACES AND ACCESSIBLEROUTES SHALL COMPLY WITH APPLICABLE ADA CRITERIA.

14. IF POSSIBLE, TRENCHES SHALL NOT REMAIN OPEN OVERNIGHT. IF IT IS NECESSARYFOR TRENCHES TO REMAIN OPEN, STEEL PLATES, CAPABLE OF BEARING TRAFFIC,SHALL BE USED TO COMPLETELY COVER THE TRENCH.

15. A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED ON ADJACENT ROADWAYSDURING HOURS OF CONSTRUCTION, AND TWO WAY TRAFFIC AT ALL OTHER TIMES.

16. ALL PVC, PE AND HDPE PIPE, OTHER THAN PIPE RUNS BETWEEN GRAVITY SEWERMANHOLES, SHALL HAVE A CONTINUOUS SINGLE STRAND, 8-GUAGE UNCOATEDCOPPER TRACER WIRE LOCATED BENEATH THE PIPE. THE WIRE SHALL BE STUBBEDINTO ALL METER PITS, VACUUM VALVE PITS, CLEANOUTS, AND DIVISION VALVEBOXES.

17. THE CONTRACTOR SHALL PROVIDE A SET OF RED-LINED AS-BUILTS TO THEFOLLOWING ENTITIES AT THE COMPLETION OF CONSTRUCTION: OWNER,DEPARTMENT OF PUBLIC WORKS (STORMWATER), AND THE SANITARY DISTRICT(UTILITIES). RED LINES SHALL SHOW THE HORIZONTAL AND VERTICAL LOCATION OFALL UNDERGROUND UTILITIES AS SURVEYED, BEFORE BEING BACKFILLED.

NOTE:INFORMATION SHOWN ON THESE PLANS IN RED LETTERING REPRESENTS THE ACTUALLOCATION OF CONSTRUCTED FEATURES AS BUILT ON SITE AND FIELD LOCATED BYMcCRONE ON

I HEREBY CERTIFY THAT THE FACILITIES SHOWN ON THIS PLAN WERE CONSTRUCTED ASSHOWN ON THE "ASBUILT" PLANS AND MEETS THE APPROVED PLANS AND SPECIFICATIONS.

DATE

P.E. No.

AS-BUILT CERTIFICATION

DATE

PRINT NAME

REQUIRED REGULATORY APPROVALS

1. MAJOR SITE PLAN (INCLUDES STORMWATER MANAGEMENT PLAN) -TOWN OF DENTON

2. MAJOR SUBDIVISION PLAN - TOWN OF DENTON

3. FINAL STORMWATER MANAGEMENT PLAN - TOWN OF DENTON

4. FOREST CONSERVATION ACT - TOWN OF DENTON

5. EROSION & SEDIMENT CONTROL - CAROLINE COUNTY SOILCONSERVATION DISTRICT

6. NOTICE OF INTENT - MARYLAND DEPARTMENT OF THE ENVIRONMENT

STORMWATER MANAGEMENT NARRATIVETHE SUBJECT PROPERTY IS LOCATED ALONG SHORE HIGHWAY (MD404), SOUTH OF THE EXISTING DENTON PLAZA AND NORTH OF THEEXISTING SHELL STATION, IN THE TOWN OF DENTON, CAROLINECOUNTY, MARYLAND. THE PROPERTY IS CURRENTLY RESERVEDOPEN SPACE (ZONED RHC).

THE SITE IS APPROXIMATELY 7.44 ACRES IN AREA WITHAPPROXIMATELY 0.10 ACRES OF EXISTING IMPERVIOUS AREA ONSITEWHICH QUALIFIES THIS SITE FOR NEW DEVELOPMENT AS THERE ISLESS THAN 40% EXISTING IMPERVIOUS AREA; WITHIN THE LIMITS OFDISTURBANCE, 7.37 ACRES, THERE ARE 0.17 ACRES OF EXISTINGIMPERVIOUS AREA. THE TOTAL PROPOSED IMPERVIOUS AREA IS 5.85ACRES. SINCE THIS SITE IS OPEN SPACE, AND THIS IS A NEWDEVELOPMENT PROJECT, MCCRONE PROPOSES TO ADD ADEQUATESTORMWATER MANAGEMENT FACILITIES TO ACCOUNT FOR THEINCREASE IN IMPERVIOUS AREA ON THE SITE. MCCRONE PROPOSESTWENTY-THREE (23) MICRO-BIORETENTION AREAS ON SITE TO TREATTHIS STORMWATER, AS WELL AS UTILIZING SOME OF THE EXISTINGSTORM DRAIN SYSTEM IN THE EXISTING DENTON PLAZA TO THENORTH.

THE PROPOSED NEW DEVELOPMENT ADDS 5.85 ACRES OFIMPERVIOUS AREA WHICH EQUATES TO 53,199 CF OF TARGET ESDV.THE NEW DEVELOPMENT PROPOSES TWENTY-THREE (23)MICRO-BIORETENTIONS IN THE LAYOUT TO PROVIDE THE REQUIREDESD VOLUME. THE MICRO-BIORETENTIONS PROVIDE A COMBINED55,050 CF OF ESDV, WHICH EXCEEDS THE REQUIRED ESDV BY 1,851CF.

DATE

SEWER CLEANOUT C/O C/O

WATER METER WM WM

BOLLARD

AREAS TO BE DEMOLISHED

40

42

40

42

INDEX OF DRAWINGS

00.00 COVER SHEET

01.00-01.01 EXISTING CONDITIONS MAP

02.00-02.01 DEMOLITION PLAN

03.00-03.01 SITE LAYOUT PLAN03.02-03.03 SITE PARKING PLAN

04.00-04.01 GRADING PLAN

05.00-05.01 STORMWATER MANAGEMENT PLAN

06.00-06.01 EXISTING SITE DRAINAGE AREA MAP06.02-06.03 PROPOSED SITE DRAINAGE AREA MAP06.04-06.05 STORMWATER FACILITY DRAINAGE AREA MAP

07.00 STORM DRAIN PLAN - KEY SHEET07.01-07.08 STORM DRAIN PROFILES07.09 STORM DRAIN DETAILS

08.00 WATER PLAN - KEY SHEET08.01-08.03 WATER PROFILES08.04 WATER DETAILS

09.00 SANITARY SEWER PLAN - KEY SHEET09.01-09.02 SANITARY SEWER PROFILES09.03 SANITARY SEWER DETAILS

10.00-10.01 LANDSCAPE PLAN

11.00-11.04 TURNING MOVEMENTS PLAN

12.00 DETAILS

SILT FENCE ON PAVEMENT SFOP

LOD / SILT FENCE

LOD / SILT FENCE ON PAVEMENT

LOD - SF

LOD - SFOP

STABILIZED CONSTRUCTIONENTRANCE SCE

41

40

39

39

4039

41

40

39

41

36

39

3538

41

4040

35

3434

34

41

40

42

40

38

35

40

33

403935

41

38

35

37

38

3837

3636

35 36

38

39

12

SD

SD

SD

SD

SD

SD

SDSD

SDSD

SD

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

W

WWWWWW

W

W

WW

WW

WW

WW

EM

CATV

EM

PKNF

IRCF

IRCF

M-WHvA

HSG A/D

Up

Up

HvAHSG A/D

IgAHSG A

IgAHSG A

HvAHSG A/D

Up

IgAHSG A

9

9

9

108

12

6

8

8

13

11

9

5

108

1250.0'

46.3'

24.9'

25.0'

164.1'

14.0'

55.0

'

56.4

'

56.3

'

28.2

'

38.5

'

64.3

'

14.0'

37.1

'53

.6'

34.4

'

7.2'

8.5'

8.5'

28.8'

24.8

'

S

S

C/OC/O

C/O

SS

SS

SS

SS

SS

SS

SS

SS

SS

CPF SHA

CPF #21732

MA

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ND

RO

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(VA

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WID

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SH

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NO

. 52417 & N

O. 51370

WV

WV

PROPOSEDMOB/RETAIL BUILDING

24,483 S.F.FFE 43.1'

PROPOSED ALDI STORECANOPY 1,278 S.F.

BUILDING 19,213 S.F.FFE 42.2'

EXPANSION AREA

PAVED LOADING /ACCESS AREA

9.0'

25.0'

7.5'

20.0'

15.0'

9.0'

9.0'

20.0'

9.0'

20.0

'

20.0

'20.0

'

9.0'9.0'

24.0'

24.0

'

24.0'

24.0

'

25.0

'

9.0'

20.0'

9.0'

20.0'

9.0' 20.0

'

30.0'

35.0

'

30.0'

20.0

'

9.0' 20.0

'

25.0

'

25.0

'

30.0'

9.0'

9.0'

20.0'9.0'

20.0'

9.0'

20.0'

24.0'

24.0

'

24.0'

24.0'

24.0'

9.5'

9.5'

9.8'

7.5'

63.0

'

14.8

'

STOP SIGN(TYP.)

STOP SIGN(TYP.)

PR. LOT 3±81,603.02 SF±1.87 AC

20.0

'PR. LOT 4±81,521.46 SF±1.87 AC

PR. LOT 1±126,346.03 SF

±2.90 AC

PR. PYLON LOCATION

PR. PYLON LOCATION

FLEXIBLE DELINEATORS

24.0'

24.0'

9.0' 20.0

'

9.5'

PROPOSED BIKE RACKS (2 TOTAL)DUMOR 83 SERIES OR APPROVED EQUAL3' FROM WALL, 10.5' O.C. APARTSURFACE MOUNT, SEE DETAIL SHEET

R5.0'

20.0

'

R5.0'

R5.3'

R5.0

'

R8.0'

R8.0'

R5.0'

R10.0' R5.0'

R5.0'

R6.0'

R5.0'

9.0'

20.0'

5.0'

5.0'

8.0'

8.0'

R5.0'

R5.0'

R5.0' R8.0'

R5.0' R8.0'R30.0'

R5.0'

R10.0'

R5.0'

R5.0'

R50.0'

R75.0'

R30.0'

R12.0'

R5.0'

R8.0'

R16.0'

R5.0'

R5.0'

R6.0'R5.0'

R20.0'

R40.0'

R5.0'

R5.0'

R6.0'

R10.0'

R185.0'

R212.0'

R12.0' R5.0'

R6.0

'

R5.0'

R5.0'

R6.0'

24.0'

R5.0'

R8.0'

R20.0'

R20.0'

R8.0'

R3.0'

R5.0'

R15.0'

R5.0'

STOP SIGN (TYP.)

STOP BAR (TYP.)

R5.0'

R15.0'

R5.0'

R5.0'

R5.0'

R188.0'

R15.0'

R20.0'

R10.0'

R10.0'R5.0'

R5.0'

R5.0'

R5.0'

R5.

0'

R10.0'

R5.0'R130.0'

R5.0'R10.0'

R50.0'

R15.0'R5.0'

R5.0'

8.6'

8.0'

5.0'

8.0'

5.0'

5.0'

8.0'

20.0'

9.0'

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LODLOD

LOD

LOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

12.5'PR RETAININGWALL

MATCHLINE SHEET 03.01

MATCHLINE SHEET 03.00

0'GRAPHIC SCALE

1 inch = ft.30

90'60'30'

REV

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DAT

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03.00

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LSB,

CC

V

LSB,

WR

W

AS S

HO

WN

OW

NER

: 500

1 SH

R L

C

SITE

LAY

OU

T PL

AN

PROPOSED SITE PLANSCALE 1" = 30'

MD

STA

TE P

LAN

E N

AD 8

3

NOTE: THE ENTIRE SITE WILL BE SUBJECT TO A SHAREDACCESS AND PARKING COVENANT,

43

44

43

42

41

40

43

43

43

43

38

4039

38

43

42

4343

39

44

38

43

403839

37

43

42

41

40

39

43

42

41

41

40

36

39

3538

41

40

SS

SS

SS

WW

WW

WW

WW

W

IgBHSG A

Up

HvAHSG A/D

IgAHSG A

IgAHSG A

CdAHSG A

C/O

SC/O

SS

X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SS

SS

SS

IRF BENT

MA

RYLA

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RO

UTE 404

(VA

RIA

BLE

WID

TH R

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.)

SH

A P

LATS

NO

. 52417 & N

O. 51370

W

W

W

WW

WW

4" CMF

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PROPOSED RETAILBUILDING20,620 S.F.FFE 43.3'

PROPOSEDMOB/RETAIL BUILDING

24,483 S.F.FFE 43.1'

PAVED LOADING /ACCESS AREA

19.7'

9.0'

25.0'

20.2'

14.4'

8.5'

8.5'

26.5'

27.8'

24.0'

20.0'

9.0'7.5'

20.0'

15.0'

9.0'

9.0'

20.0'

9.0' 20.0

'35

.0'

30.0'

30.0'

20.0

'

9.0' 20.0

'

25.0

'

25.0

'

30.0'

30.0'

20.0'

34.6

'

9.0'

9.0'

20.0'9.0'

20.0'

9.0'

20.0'

24.0'

24.0

'

24.0'

24.0'

STOP SIGN(TYP.)

9.5'

9.5'

7.5'

63.0

'

9.0'

19.5'

14.8

'

PR. LOT 3±81,603.02 SF±1.87 AC

20.0

'

PR. LOT 2±34,784.54 SF±0.80 AC

PR. PYLON LOCATION

12.0'

ENTRANCE TO PR.PUMP STATION

24.0'

24.0'

PROPOSED POPEYES

2,155 S.F.

FFE 43.7'

7 CAR STACKINGDRIVE THRU LANE

24.0'

9.4'

9.0' 20.0

'

9.5'

PROPOSED BIKE RACKS (2 TOTAL)DUMOR 83 SERIES OR APPROVED EQUAL3' FROM WALL, 10.5' O.C. APARTSURFACE MOUNT, SEE DETAIL SHEET

R5.0'

20.0

'

R5.0'

R5.3'

R5.0

'

R8.0'

R20.0'

R5.0'

R8.0'

R5.0

'

R100.0'

R124.0'

R100.0'

R100.0'

R20.

0'

R15.0'

R5.0'

R5.0'

R30.0'

R20.0'

R16.1'

R21.0'

R5.0

'

MENUBOARD,SPEAKER POST

R5.0'

R45.0'

R5.0

'20.0'

R8.0'

R5.0'

R10.0' R5.0'

R5.0'

R6.0'

R5.0'

5.0'

5.0'

8.0'

8.0'

R5.0'

R5.0'

R5.0'

R5.0'

R6.0'

STOP SIGN(TYP.)

R10.0'

R185.0'

R6.0

'

R5.0'

R5.0'

R6.0'

R15.0'

R5.0'

R5.0'

R5.0'

R20.0'

R10.0'

R10.0'R5.0'

R5.0'

R80.0'

R5.0'

R5.0'

R5.

0'

R10.0'

R5.0'R130.0'

R20.0'

R20

.1'

R5.0'R10.0'

R20.

0'

R50.0'

R15.0'R5.0'

R5.0'

8.6'

15.0'

8.0'

5.0'

8.0'

8.0'

PAINT STRIPE

PREVIEW BOARD

2 DUMPSTERSRAMP

RAMPS

X

X

X

X

X

R100.0'

R40.0'

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

PR RETAININGWALL

PR RETAININGWALL

MATCHLINE SHEET 03.01

MATCHLINE SHEET 03.00

REV

ISIO

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DAT

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DES

CR

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ON

APPR

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DAT

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BY:

DES

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SHEET NO.:

FILE NO.:

FOR

:

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AND

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0'GRAPHIC SCALE

1 inch = ft.30

90'60'30'

PROPOSED SITE PLANSCALE 1" = 30'

MD

STA

TE P

LAN

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NOTE: THE ENTIRE SITE WILL BE SUBJECT TO A SHAREDACCESS AND PARKING COVENANT,

DENTON PLAZA07 April 2014

Comprehensive Sign Plan

shopping center PAGE 1

EQEQ

0'-0"FIN. FLOOR

24'-6" A.F.F.T.O. TOWER OUTRIGGER STUD

12'-0" A.F.F.B.O. PANEL11'-0" A.F.F.

T.O. CANOPYSTEEL

7'-11 5/8"SIGN OPNG.

20'-6" A.F.F.T.O. TOWER OUTRIGGER STUD

EQEQ

9'-6

"SI

GN

OPN

G.

3'-8" A.F.F.T.O. W.T.

16'-8" A.F.F.T.O. MASONRY

18'-0

"TY

P

10'-6

"TY

P

EQ

1'-1

0 1/

2"

EQ4'-3 1/4" 4'-3 1/4"

NICHIHA PANELS:VINTAGEWOOD 'CEDAR'

MASONRY VENEER - SPEC-BRICK:STANTON BLEND

MASONRY VENEER - SPEC-BRICK:STANTON BLEND

SPLIT FACE MASONRY VENEER -OLDCASTLE/ECHELON: MACADAMIA

ALDI LOGO SIGN - LARGE

16'-8" A.F.F.T.O. MASONRY

0'-0"FIN. FLOOR

3'-8" A.F.F.T.O. W.T.

SPLIT FACE MASONRY VENEER -OLDCASTLE/ECHELON: MACADAMIA

MASONRY VENEER - SPEC-BRICK:STANTON BLEND

SPLIT FACE MASONRY VENEER -OLDCASTLE/ECHELON: MACADAMIA

MASONRY VENEER - SPEC-BRICK:STANTON BLEND

Comprehensive Sign Plan ­ Phase IIRevised 20 August 2020APPENDIX "B" ­ PAGE 311420 Albemarle Point Place, Suite 230

Chantilly, VA 20151

703.378.7991

Scale: 3/32” = 1’-0”

TENANT 12-7 1 ­ NORTH ELEVATION

Scale: 3/32” = 1’-0”

TENANT 12-7 2 ­ SOUTH ELEVATION

PB-2PROPOSED REAR ELEVATION 1/4"=1'-0"

2

PB-2PROPOSED FRONT ELEVATION 1/4"=1'-0"

1

EP-1

T.O. PARAPET

19'-2" AFF

T.O. PARAPET

21'-10" AFF

FINISHED FLOOR

0'-0" AFF.

T.O. CANOPY

9'-4" AFF.

EP-4

T.O. PARAPET

20'-6" AFF.

S-1 S-2EP-2EP-1

EP-3EF-1EP-1

EP-2

TEMP.TEMP.TEMP.

LX-1

EB-1

MP-1

EP-2

MP-1

EP-2

ILLUMINATED CHANNEL LETTERS

MP-1

EP-4

MP-1

EP-4

WOODEN SIDING

PANEL

RED

BAND

EP-3EB-1

ORANGE

DOOR

EP-4

T.O. PARAPET

20'-6" AFF

T.O. PARAPET

21'-10" AFF

T.O. CANOPY

9'-4" AFF

T.O. WINDOW

6'-2" AFF

T.O. PARAPET

19'-2" AFF

T.O. PARAPET

21'-10" AFF

FINISHED FLOOR

0'-0" AFF.

MP-1

EP-2

ILLUMINATED CHANNEL LETTERS

S-2

ILLUMINATED CHANNEL LETTERS

S-1

ILLUMINATED BUILDING SEAL FRONT VIEW & SIDE VIEWS-3

A5

4

SHUTTER DETAIL

1/4"=1'-0"

(2) DOUBLE LOUVER

VINYL SHUTTER

1" SPACE GAP

EIFS FRAME,

PAINTED EP-1

A5

3A

TYP. EIFS DETAIL

NTS

A5

3B

TYP. BRICK DETAIL

NTS

Outsulation® Plus MD System®

NOTE:

1. DRYVIT RECOMMENDS THAT GROUND

FLOOR APPLICATIONS AND ALL FACADES

EXPOSED TO ABNORMAL STRESS, HIGH

TRAFFIC, OR DELIBERATE IMPACT HAVE

THE BASE COAT REINFORCED WITH

PANZER® MESH PRIOR TO STANDARD

OR STANDARD PLUS MESH. LOCATION

OF HIGH IMPACT ZONES SHOULD BE

INDICATED ON CONTRACT DRAWINGS.

2. AS AN OPTION DRYVIT DRAINAGE

TRACK™ CAN BE USED AT SYSTEM

TERMINATION AT GRADE, REFER TO

OPMD 0.0.08 FOR CONFIGURATION.

3. DRYVIT DRAINAGE TRACK SHALL ONLY

BE USED AT GRADE LEVEL

TERMINATIONS.

4. 4GC TO BUDGET FOR "MANUFACTURE"

DRYVIT TO REVIEW AND SIGN OFF ON

THE INSTALLATION AND PROVIDE BOTH

MATERIAL AND LABOR WARRANTY FOR

THE INSTALLATIONS

DRYVIT BASE COAT

2" EPS INSULATION BOARD R-10

CDX PLYWOOD SEE

SECTIONS FOR THICKNESS

DRYVIT AIR/WATER -

RESISTIVE BARRIER COATING

DRYVIT BASE COAT

DRYVIT REINFORCING MESH

EMBEDDED IN DRYVIT BASE COAT

DRYVIT FINISH

FRAMING BY OTHERS

DRYVIT ADHESIVE IN VERTICAL

NOTCHED TROWEL CONFIGURATION

APPLIED TO BACK OF EPS

DRYVIT DRAINAGE STRIP

ADHERED WITH DABS OF

DRYVIT AP ADHESIVE (SEE

NOTES 2 AND 3)

DRYVIT PANZER

REINFORCING MESH

DRYVIT BASE COAT

ABOVE 8'-0 AFF

THIS CAN BE

OMITTED

CODE

EP-1

MATERIAL DESCRIPTION

EXTERIOR PAINT

EP-2

EP-3

EP-4

EF-1

EB-1

EXTERIOR PAINT

EXTERIOR PAINT

EXTERIOR PAINT

"WHITE" OC-125 Moonlight White

"BLACK" 2120-20 Black Iron

"GRAY" HC-170 Stonington Gray

"RED" 2086-10 Exotic Red

WOODEN SIDING

PANEL

CEDAR -Vintage Wood

BRICK FLAGSTAFF

EP-1 - EIFS Finish -POPE 08 1020 ST - to matchBM OC-125 Moonlight White

EP-2 - EIFS Finish -POPE 09 1020 S - to matchBM 2120-20 Black Iron

EP-3 - EIFS Finish -POPE 02 1020 S - to matchBM 2086-10 Exotic Red

EVERYTHING BEHIND

THE RAINS SCREEN IS

BASED ON THE DRYVIT

OUTSULATION DETAIL

Wa

te

r F

lo

ws O

ut

A

l

l

B

r

i

c

k

n

a

t

u

r

a

l

l

y

a

b

s

o

r

b

s

w

a

t

e

r

TABS® Rain Screen

TABS® II Panel System

Patented TABS® Mortar Tie

TABS® Supplied Masonry Veneer

Water is directed through access holes

Water flows down behind textured

TABS® wall surface

1/2" to 1-1/4"

THICK VENEER

MORTAR/GROUT

WITH TABS II

MORTAR ADDITIVE

PATENTED TABS II

MORTAR TIE

TABS PANEL

SUPPORT TAB

TABS II MASTIC-

APPLIED IN DABS

OR VERTICAL STRIPS -

DO NOT APPLY

HORIZONTALLY

TABS RAIN SCREEN

INSULATION BOARD

(1/2" to 2" thickness)

SUPPLIED BY TABS

BUILDING WRAP

SUPPLIED BY TABS

SUBSTRATE

TABS II NON-CORROSIVE

TYPE FASTENER W/

WAFER-HEAD DESIGN

MP-1 METAL PANEL "BLACK" 2120-20 Black Iron

INSULATION CHARTS

VENEER THICKNESS INSULATION THICKNESS R-VALUE

1/2" VENEER UP TO 2" R-2.5 to R-10

3/4" VENEER UP TO 1.5" R-2.5 to R-7.5

1" VENEER UP TO 1" R-2.5 to R-5

PRODUCT DESCRIPTION

INTENDED USE

QUALITY OF STEEL PANEL

NOMINAL PANEL THICKNESS

CORROSION PROTECTION

PANEL COATING

EMBOSSED STEEL PANEL

STARTER ANGLE

THERMAL INSULATED PROTECTION

PATENTED TABS II TIE SYSTEM

MORTAR MIX

MORTAR ADDITIVE

ADHESIVE

FASTENERS

COMPONENT WARRANTY

PANEL WARRANTY

TABS TI TABS TI PLUS

HEAVY DUTY

STRUCTURAL GRADE

.018/26 GAUGE

G90 HOT DIPPED

THERMAL SET

INCLUDED

TABS II 18 to 22 GAUGE

R-2.5 to R-10

INCLUDED

TYPE "S"

TABS II

TABS II

TABS II NON-CORROSIVE

FULL 25 YEARS

FULL 50 YEARS

PB-2

PROP

OSED

EXT

ERIO

R EL

EVAT

ION

MHS

AS NOTED

Sheet No.

Job No.

Scale

Drawn By Checked By

Date

21-00000

PO

PE

YE

S LO

UIS

IA

NN

A K

IT

CH

EN

1, 2, 3 M

AIN

S

TR

EE

T

US

A

RAG

Revisions

2021-x-x

.2018210

g141office@gmail.com

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