SW4180201_Applegate Sotel Community - 2018-02-19 Construction Drawings_20180306

C-0.0
878-17
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C000.dwg Feb 16, 2018 - 10:58am BY:User61. 1st Erosion Control and Storm Review 02/16/2018
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
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
APPLEGATE SOTEL COMMUNITY
CONSTRUCTION DRAWINGS
VICINITY MAP
NOT TO SCALE
DEVELOPER:
BSG ASSETS LLC
10 TAMARON WAY
GREER, SOUTH CAROLINA 29650
CONTACT: ALEXANDER SOLOVEICIK, email: [e-mail]
ENGINEER:
SPAULDING & NORRIS, P.A.
972 TRINITY ROAD
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
FAX: [phone]
CONTACT: THOMAS J. SPAULDING, P.E. email: [e-mail]
LANDSCAPE ARCHITECT:
TONY M. TATE LANDSCAPE ARCHITECTURE, PA
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: [phone]
FAX: [phone]
CONTACT: PAMELA PORTER, RLA, LEED AP, email: [e-mail]
SURVEY:
CPT ENGINEERING
4400 TYNING ST.
HIGH POINT, NORTH CAROLINA 27265
PHONE: [phone]
CONTACT: JEFFERY L. CAISON, PLS, email: [e-mail]
ARCHITECT:
PHILLIPS & DONOVAN ARCHITECTS, LLC
210 WEST BROAD STREET
BETHLEHEM, PA 18018
PHONE: [phone]
CONTACT: JOHN LEE, email: [e-mail]
WINSTON-SALEM, NORTH CAROLINA
INDEX TO PLANS
C-0.00
C-0.01
C-1.00
C-2.00
C-3.00
C-3.01
C-3.03
L-2
C-4.00
C-4.01
C-4.02
C-5.01
C-5.02
C-5.03
C-5.04
L-1
D-1.00
D-1.01
D-1.02
D-1.03
D-1.04
D-1.05
D-1.06
D-1.07
COVER SHEET
EXISTING CONDITIONS
SITE PLAN
UTILITY PLAN
GRADING AND STORM DRAINAGE PLAN
GRADING AND STORM DRAINAGE PLAN
SCM-1 PLAN AND PROFILE
POND LANDSCAPE PLAN
EROSION CONTROL - STAGE 1
EROSION CONTROL - STAGE 2
EROSION CONTROL - STAGE 3
SILVER GROVE ROAD - PLAN & PROFILE
CROUSE HILL LANE - PLAN & PROFILE
ROAD "C" - PLAN & PROFILE
PARAGON DRIVE - PLAN & PROFILE
LANDSCAPE PLAN
SITE DETAILS
SANITARY SEWER DETAILS
WATER DETAILS
WATER DETAILS
STORM DRAINAGE DETAILS
STORM DRAINAGE DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
DENSITY CALCULATIONS:
TOTAL RESIDENTIAL PROPERTY AREA = 15.65 AC
OVERALL RESIDENTIAL DENSITY ALLOWED: 125 UNITS (8 UNITS/ ACRE)
PROPOSED RESIDENTIAL DENSITY:
ONE BEDROOM COTTAGES: 14 UNITS
TWO BEDROOM COTTAGES: 22 UNITS
ONE BEDROOM APARTMENTS: 64 UNITS
TWO BEDROOM APARTMENTS: 24 UNITS
TOTAL UNITS: 124 UNITS (8 UNITS/ ACRE)
OPEN SPACE CALCULATIONS:
OPEN SPACE REQUIRED = 15.45 AC (15.45 AC*0.15) = (2.32 AC)
ACTIVE OPEN SPACE PROVIDED = 1.35 AC (58,308 SQFT)
TOTAL OPEN SPACE PROVIDED = 7.48 AC (325,858 SQFT)
CITY OF WINSTON-SALEM PIN: 6812-99-6602 TOWNSHIP: GRIFFITH
TOTAL SITE: 15.65 AC & 6813-90-8804 COUNTY: FORSYTH
ZONING: RM8-S STATE: NORTH CAROLINA
IMPERVIOUS SURFACE: 8.50 AC
PARKING REQUIRED:
ONE BEDROOM UNITS: 78 X 1.25 SPACE = 97.50 SPACES
TWO BEDROOM UNITS: 46 X 1.75 SPACE = 80.50 SPACES
TOTAL PARKING REQUIRED: 178 SPACES
ACCESSIBLE SPACES: 6 SPACES (1 VAN-ACCESSIBLE SPACE)
PARKING PROVIDED:
SURFACE PARKING: 151 SPACES
COVERED PARKING: 49 SPACES
GARAGE PARKING: 16 SPACES
TOTAL PARKING PROVIDED: 216 SPACES
(19 ACCESSIBLE SPACES INCLUDED)
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0300.dwg Feb 16, 2018 - 4:14pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
C-3.00
878-17
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
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 120
60
24030
STORM DRAIN LEGEND
CATCH BASIN
FLARED END
SECTION
STORM MH/
JUNCTION BOX
RCP UNLESS
OTHERWISE
NOTED
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MOST
CURRENT STANDARDS OF THE LAND QUALITY SECTION OF THE NCDENR.
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR WHEN CONDITIONS WARRANT.
4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY AND/OR
EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET):
TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)
100 LBS. OF LIME
20 LBS. OF 10-20-20 OR 20 LBS. OF 10-10-10 IN COMBINATION WITH 4 LBS OF 0-46-0 5 LBS. OF TALL FESCUE, CONTAINING
A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF KENBLUE OR KENTUCKY BLUEGRASS
1 LB. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1) TYPE II SEEDING (GENERAL OR LOW MAINTENANCE AREAS)
100 LBS. OF LIME
15 LBS. OF 10-20-20 OR 15 LBS. OF 10-10-10 IN COMBINATION WITH 3 LBS. OF 0-46-0 4 LBS. OF TALL FESCUE, CONTAINING
A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1)
¼ LB. OF GERMAN MILLET (MAY 1 TO AUGUST 15)
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO
SEEDING.
5. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD DRAWINGS AND ENGINEER'S
CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD CENTER. THE OWNER MUST ALSO SUBMIT THE
CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.
6. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS AND WORKMANSHIP.
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE CONTRACTOR MUST HAVE A COPY OF THE
THREE-PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE.
8. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR MUST NOTIFY THE ENGINEERING FIELD OFFICE (727- 2362) TO
ARRANGE FOR CONSTRUCTION INSPECTION.
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0300.dwg Feb 16, 2018 - 4:15pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
C-3.01
878-17
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

FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 120
60
24030
C-3.03878-17EMERGENCY SPILLWAY20.0 FT3
:
1
S
LOPE
3:1 SLOPE CLASS 'B' RIP RAPOVER FILTER FABRICSCM 1- WET DETENTION BASIN1.0 FT1 inch = ft.( IN FEET )GRAPHIC SCALE20SCM 1- WET DETENTION BASIN CROSS SECTION11115'(MIN.)12" HDPE @ 1.0%1:16' VEGETATIVE SHELF3:
1
M
I
N821 SUBMERGED ORIFICE OUTLETINV. = 820.5 (SEE DETAIL)BERM IS REQUIRED AT THE BACK OFRISER/BARREL TO MAINTAIN ADEQUATE COVEROVER OUTLET PIPE AND ACHIEVE POSITIVE SLOPEIN PIPE.820NON-WOVEN GEOTEXTILEFABRIC SHALL BE PLACEDAROUND EACH JOINT IN 2'WIDE STRIPS CENTEREDON JOINT.INV. 815RIM= 824.5POND SHALL BE LINED WITH CLAY ORSYNTHETIC LINER. INFILTRATION RATE SHALLNOT EXCEED 0.01 IN/HR.FOREBAY ENTRANCE SHALLBE DEEPER THAN FOREBAY EXITENTRANCE SHALL BE AT LEAST 1'DEEPER THAN EXIT.1-YR WQ ELEVATION = 822.0F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0303.dwg Feb 16, 2018 - 4:15pm BY:User6
1. 1st Erosion Control and Storm Review 02/16/2018#6 REBAR PERIMETERFRAME (2'X2'X1.5')4"X4" 6/6 WELDED WIREFABRIC (EACH SIDE & TOP)2"6" DIP4"3'6"3000 PSI CONCRETE8"18"
3'2'3'6" TRASH GUARD DETAILMAINTENANCE/EMERGENCY6" GATE VALVE W/ HANDLE6" DIP DEWATERING PIPETRASH GUARD4" ORFICE823.0'(ON ALL SIDES)1-YR STRM ELEVATION = 822.42-YR STRM ELEVATION = 822.8510-YR STRM ELEVATION = 824.3525-YR STRM ELEVATION = 824.88100-YR STRM ELEVATION = 825.99
823.7823.8830825820PPE 822.5PPE 822.581583582282375-CF
60-CF
50-JPW
54-JPW
58-SM
48-SM
55-SF
57-SF
58-PW
48-PW
81-I
46-I
PROPOSED WET POND
6' WIDE PLANTED SHELF
PROPOSED STORM PIPE
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #TONY M. TATE LANDSCAPE ARCHITECTURE, PA5011 SOUTHPARK DRIVE, STE. 200 - DURHAM, NC 27713p: [phone] f: [phone] e: [e-mail]1/29/2018
PMP WINSTON SALEM, NCW. CLEMMONSVILLE ROADAPPLEGATE SOTEL COMM.POND LANDSCAPE PLANAS NOTED
L-2SWNEWET POND LANDSCAPE PLAN 1" = 20'
Sweetflag
Blue Flag Iris
COMMON NAME
Acorus subcordatum
Iris virginica
BOTANICAL NAME
I
SF
PLANT LIST
KEY ROOT
4" Pot
SIZE
127
REMARKSQUAN.
Joe Pye WeedEupatoriadelphus fistulosusJPW
Swamp MilkweedAsclepias incarnataSM Cardinal FlowerLobelia cardinalisCF
36" o.c.PW PickeralweedPontederia cordata 4" Pot4" Pot4" Pot4" Pot4" Pot
Cont.Cont.Cont.Cont.Cont.Cont.
106112106135104 24" o.c.24" o.c.
24" o.c.
24" o.c.24" o.c.
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0400.dwg Feb 16, 2018 - 4:17pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
C-4.00
878-17
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



FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 120
60
24030
TEMPORARY DIVERSION
DITCH (TYP.)
TEMPORARY DIVERSION
DITCH (TYP.)
TEMPORARY DIVERSION
DITCH (TYP.)
SILT FENCE
(TYP.)
SILT FENCE
(TYP.)
TREE PROTECTION
FENCE (TYP.)
TREE PROTECTION
FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE
(TYP.)
DISTURBED AREA = 13.32 AC
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1.
4. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
5. TEMPORARY DIVERSION DITCHES TO BE SEEDED AND LINED WITH SC-150
AND REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS STABILIZED.
6. LINE ALL DIVERSION DITCHES WITH RIP RAP WHERE THEY ENTER SKIMMER
BASINS.
7. RISER STRUCTURES AND BARRELS MUST BE ON SITE BEFORE THE GRADING
PERMIT IS ISSUED.
8. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A
WASH STATION WILL BE REQUIRED.
9. SILT FENCE OUTLETS TO BE PROVIDED IN LOW SPOTS PRONE TO SILT
FENCE FAILURE.


////////////////////////////////




 
DIMENSIONS
6.7
BASIN
(in)
100' x 50' x 2'
BASIN
124' x 60' x 2'
(L x W x Depth)
16.96
(cfs)
Q(10)
(acres)
#1
DRAINAGE AREA
(WATER STORAGE)
ORIFICE
2.1
SKIMMERSKIMMER
SIZE
2.5
(in)
DIA
10.114.0#2 1.72.0
SKIMMER OUTLET TO SILT
FENCE OUTLET
SKIMMER SEDIMENT BASIN #3
BOTTOM - 829.00'
WEIR - 833.500'
BERM - 334.00'
(SEE CHART THIS SHEET)
BAFFLE (TYP)
160' x 95' x 2'4.641.8#3 2.93.0
SKIMMER OUTLET TO
RISER STRUCTURE
BAFFLE (TYP)
SKIMMER SEDIMENT BASIN #1
BOTTOM - 830.00'
WEIR - 833.500'
BERM - 334.00'
(SEE CHART THIS SHEET)
SKIMMER OUTLET TO SILT
FENCE OUTLET
BAFFLE (TYP)
SKIMMER SEDIMENT BASIN #3
BOTTOM - 822.00'
WEIR - 825.500'
BERM - 326.00'
(SEE CHART THIS SHEET)
100'x25'x12" CONSTRUCTION
ENTRANCE (TYP.)
YI 103
TEMP. GRATE ELEV: 819.00
(SEE INVERTS ON SHEET C-3.1)
INLET PROTECTION
(TYP.)
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0401.dwg Feb 16, 2018 - 4:18pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
C-4.01
878-17






FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 120
60
24030
TEMPORARY DIVERSION
DITCH (TYP.)
TEMPORARY DIVERSION
DITCH (TYP.)
TEMPORARY DIVERSION
DITCH (TYP.)
SILT FENCE
(TYP.)
SILT FENCE
(TYP.)
TREE PROTECTION
FENCE (TYP.)
TREE PROTECTION
FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE
(TYP.)
DISTURBED AREA = 13.32 AC
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1.
4. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
5. TEMPORARY DIVERSION DITCHES TO BE SEEDED AND LINED WITH SC-150
AND REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS STABILIZED.
6. LINE ALL DIVERSION DITCHES WITH RIP RAP WHERE THEY ENTER SKIMMER
BASINS.
7. RISER STRUCTURES AND BARRELS MUST BE ON SITE BEFORE THE GRADING
PERMIT IS ISSUED.
8. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A
WASH STATION WILL BE REQUIRED.
9. SILT FENCE OUTLETS TO BE PROVIDED IN LOW SPOTS PRONE TO SILT
FENCE FAILURE.


////////////////////////////////




 
DIMENSIONS
6.7
BASIN
(in)
100' x 50' x 2'
BASIN
124' x 60' x 2'
(L x W x Depth)
16.96
(cfs)
Q(10)
(acres)
#1
DRAINAGE AREA
(WATER STORAGE)
ORIFICE
2.1
SKIMMERSKIMMER
SIZE
2.5
(in)
DIA
10.114.0#2 1.72.0
SKIMMER OUTLET TO SILT
FENCE OUTLET
SKIMMER SEDIMENT BASIN #3
BOTTOM - 829.00'
WEIR - 833.500'
BERM - 334.00'
(SEE CHART THIS SHEET)
BAFFLE (TYP)
160' x 95' x 2'4.641.8#3 2.93.0
SKIMMER OUTLET TO
RISER STRUCTURE
BAFFLE (TYP)
SKIMMER SEDIMENT BASIN #1
BOTTOM - 830.00'
WEIR - 833.500'
BERM - 334.00'
(SEE CHART THIS SHEET)
SKIMMER OUTLET TO SILT
FENCE OUTLET
BAFFLE (TYP)
SKIMMER SEDIMENT BASIN #3
BOTTOM - 822.00'
WEIR - 825.500'
BERM - 326.00'
(SEE CHART THIS SHEET)
100'x25'x12" CONSTRUCTION
ENTRANCE (TYP.)
INLET PROTECTION
(TYP.)
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0402.dwg Feb 19, 2018 - 9:08am BY:User61.1st Erosion Control and Storm Review02/16/2018C-4.02
878-17
6*+5&4#9+0)+56*'2412'46;1(
CPFKUPQVVQDGTGRTQFWEGFQTEQRKGFKPYJQNGQTKPRCTVYKVJQWV
RGTOKUUKQPHTQO5RCWNFKPI 0QTTKU2#6JKUFTCYKPIKUPQV
VQDGWUGFQPCP[QVJGTRTQLGEVCPFKUVQDGTGVWTPGFVQ
5RCWNFKPI 0QTTKU2#WRQPTGSWGUV
5RCWNFKPI 0QTTKU2#
FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 120
60
24030
LIMITS OF
DISTURBANCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE
(TYP.)
SILT FENCE
(TYP.)
TREE PROTECTION
FENCE (TYP.)
TREE PROTECTION
FENCE (TYP.)
SILT FENCE
(TYP.)
INLET PROTECTION
(TYP.)
INLET SILT
SACK (TYP.)
INLET SILT
SACK (TYP.)
DISTURBED AREA = 13.32 AC
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES
GREATER THAN 3:1.
4. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
5. TEMPORARY DIVERSION DITCHES TO BE SEEDED AND LINED WITH SC-150
AND REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS STABILIZED.
6. LINE ALL DIVERSION DITCHES WITH RIP RAP WHERE THEY ENTER SKIMMER
BASINS.
7. RISER STRUCTURES AND BARRELS MUST BE ON SITE BEFORE THE GRADING
PERMIT IS ISSUED.
8. STREETS IN FRONT OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A
WASH STATION WILL BE REQUIRED.
9. SILT FENCE OUTLETS TO BE PROVIDED IN LOW SPOTS PRONE TO SILT
FENCE FAILURE.
6'/2&+8&+6%*
.+/+651(&+5674$#0%'
5+.6('0%'////////////////////////////////+0.'62416'%6+10
%105647%6+10'064#0%'
241215'&5&2+2'
%1+49#66.'
5+.6('0%'176.'6
64''2416'%6+10('0%'62(62(
ROCK PIPE INLET
PROTECTION (TYP.)
+0.'65+.65#%-5
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-C0500.dwg Feb 16, 2018 - 4:08pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
C-5.04
878-17






FOR REVIEW ONLY-
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE PRELIMINARY APPROVAL PROCESS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
PARAGON DRIVE - PLAN VIEW
VERTICAL SCALE: 1" - 4'
HORIZONTAL SCALE: 1" - 40'
PARAGON DRIVE - PROFILE VIEW
EXISTING GRADE PROPOSED
GRADE
EX. 6" W/L
6" W/L
FIRE HYDRANT
(TYP.)
REMOVE EXISTING
BLOWOFF AND TIE
INTO THE EXISTING
6" W/L
2" BLOWOFF
VALVE
FIRE HYDRANT
ASSEMBLY (TYP.)
TOHUOHUOHUOHU
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
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X X X X X
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FENCEttt13CPtt823.7823.8tttTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPF
TPF
TPF
TPF TPF TPF
TPF
TPF
TPF
TPF
TPF
TPF
TPF
TPF TPF
TPF
TPF
TPF
TPF
TPF TPFTPF
TPFT
P
F
TPFTPF TPFTPF
T
P
F
TPFTPF830825820PPE 822.5PPE 822.5815835822823SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #TONY M. TATE LANDSCAPE ARCHITECTURE, PA5011 SOUTHPARK DRIVE, STE. 200 - DURHAM, NC 27713p: [phone] f: [phone] e: [e-mail]1/29/2018
PMP WINSTON SALEM, NCW. CLEMMONSVILLE ROADAPPLEGATE SOTEL COMM.LANDSCAPE PLAN1" = 60'
L-1SWNE1 inch = ft.
( IN FEET )
GRAPHIC SCALE
60
TREE PRESERVATION AREA
LEGENDLANDSCAPE CALCULATIONS
BUFFERS
REQUIRED: 30' TYPE II BUFFERYARD REQUIRED AROUND PERIMETER
2 DECIDUOUS TREES AND 8 SHRUBS REQUIRED PER 100'
PROVIDED: 30' TYPE II BUFFERYARD WHERE APPLICABLE; SEE PLAN ABOVE
EXISTING VEGETATION SHALL BE USED TO MEET THE REQUIREMENTS OF THE BUFFER IN
AREAS THAT ARE NOT BEING GRADED. IF THE EXISTING VEGETATION DOES NOT
SUFFICIENTLY MEET THE INTENT OF THE ORDINANCE SUPPLEMENTAL VEGETATION MAY BE
NEEDED
STREETYARD
NOT REQUIRED DUE TO PARKING LOCATED FURTHER THAN 100' FROM THE RIGHT OF WAY
PARKING
VEHICULAR SURFACE AREA - 149,589 S.F.
REQUIRED: 1 CANOPY TREE/5,000 S.F.
REQUIRED: 30 CANOPY TREES
PROVIDED: 30 CANOPY TREES
ALL PARKING SHALL BE WITHIN 75' OF AN LARGE
CANOPY TREE
TREE PRESERVATION
PER REZONING, MINIMUM TREE PRESERVATION REQUIRED IS 66,951 S.F. (10%)
PROVIDED: 71,104 S.F.
PLANTING DETAILS
GENERAL PLANTING NOTES
FOOTING - SEE NOTE
FOR SIZE OF
A
o d
o 3d
d
a L
1'
W
A
OF 12"-18" MIN. ABOVE TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT
HARDWARD WIRE
TOP OF BOX
EXTENDS TO
STANDARD METAL POSTS 2'-0" IN GROUND
GALVINIZED
DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
CONSTRUCTION SEQUENCE
NCDENR EROSION CONTROL NOTES WIRE FENCE
ON TOP OF CLASS B RIP RAP
FILTER OF 6" OF #57 STONE
HARDWARE CLOTH
SECTION VIEW
ON GROUND
3' FILTER FABRIC
FILTER FABRIC IN TRENCH
BURY 6" OF UPPER EDGE OF
STEEL FENCE POST
THE WASHED STONEABOVE THE TOP OFMUST BE AT LEAST 1'
TOP OF SILT FENCE
FRONT VIEW
MIN. 18" INTO SOLID
GROUND
SET MAX 2' APART
STEEL FENCE POST CLOTH IN TRENCH
AND HARDWARE
FILTER FABRIC,
BURY WIRE FENCE,
STANDARD SILT FENCE OUTLET
BURY WIRE FENCE AND HARDWARE CLOTH
25 FT.CLASS B RIP RAP
FLOW
RIP RAP
HEADWALL
NATURAL
GROUND
FILTER BERM NC DOT #57
WASHED STONE
SEDIMENT
STORAGE ZONE
FLOOD STORAGE ZONE
MAX SEDIMENT DEPTH
MAX DOT #57
WASHED STONE
CLASS B RIP RAP
RIPRAP HEADWALL, 1' MIN.
HEIGHT FROM ROAD
SHOULDER
NATURAL GROUND
PIPE INVERT
2'
1.5'
3'1'
REFERENCE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL SECTION 6.55 ROCK PIPE INLET PROTECTION
ROCK PIPE INLET PROTECTION
CONCRETE WASH STATION
1
0
0

F
T
.
4' MIN.
STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE
INSTALLATION DETAIL
BAG DETAIL
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-D0100.dwg Feb 16, 2018 - 3:57pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
D-1.06
878-17
SKIMMER DETAIL
F:\851-900\878-17 Stratford Crest Sotel Community\Construction Plans\878-17-D0100.dwg Feb 16, 2018 - 3:57pm BY:User61. 1st Erosion Control and Storm Review 02/16/2018
D-1.07
878-17