md state plane nad 83 - denton, maryland
TRANSCRIPT
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8.6'
CPF SHA
CPF #21732
IRF BENT
MA
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ND
RO
UTE 404
(VA
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WID
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SH
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NO
. 52417 & N
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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'
MD
STA
TE P
LAN
E N
AD 8
3
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
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SD
SD
SD
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SDSD
SDSD
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SS
SS
SS
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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
RYLA
ND
RO
UTE 404
(VA
RIA
BLE
WID
TH R
.O.W
.)
SH
A P
LATS
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'
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CAR
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CO
UN
TY, M
ARYL
AND
TAX
MAP
105
, GR
ID 2
3, P
ARC
EL 2
363
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DEV
ELO
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: MID
-ATL
ANTI
C R
EAL
ESTA
TE IN
VEST
MEN
TS, I
NC
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03.00
C2180044_03 SP.dwg
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
ND
RO
UTE 404
(VA
RIA
BLE
WID
TH R
.O.W
.)
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
NS
DAT
ER
EV. #
DES
CR
IPTI
ON
APPR
OVE
D B
Y:
SCAL
E:
DAT
E:
JOB
NU
MBE
R:
DR
AWN
BY:
DES
IGN
ED B
Y:
SHEET NO.:
FILE NO.:
FOR
:
CAR
OLI
NE
CO
UN
TY, M
ARYL
AND
TAX
MAP
105
, GR
ID 2
3, P
ARC
EL 2
363
TOW
N O
F D
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N, 3
RD
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- DEN
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PLA
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C21
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FEBR
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20 R
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MAR
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(410
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2021
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S U
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www.
mcc
rone
-eng
inee
ring.
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DEV
ELO
PER
: MID
-ATL
ANTI
C R
EAL
ESTA
TE IN
VEST
MEN
TS, I
NC
.
03.01
C2180044_03 SP.dwg
LSB,
CC
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LSB,
WR
W
AS S
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WN
OW
NER
: 500
1 SH
R L
C
SITE
LAY
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T PL
AN
0'GRAPHIC SCALE
1 inch = ft.30
90'60'30'
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,
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
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.
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