NCC213908_Site Plan or Location Map_20210702

CLIENT
REVISIONS
PROJECT NO.DRB-20000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 02. 08. 2021
N0.DATE
M:\Projects\DanRyanGroup\DRB-20000\04-Production\Engineering\Site Plan - Construction Drawings\Current Drawings\DRB20000-CD-OAEC1.dwg, 2/8/2021 9:30:44 AM, Klietsch, MaxThe John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
TRINITY CREEK - PHASE 4CONSTRUCTION DRAWINGSTRINITY CREEK DRIVEHOLLY SPRINGS, NORTH CAROLINA, 27540SHEET
PLAN INFORMATION
FINAL DRAWING - RELEASED FOR CONSTRUCTION
DAN RYAN BUILDERS
3131 RDU CENTER DRIVE, SUITE 120
MORRISVILLE, NC, 27560
PHONE: [phone]
CLIENT
REVISIONS
PROJECT NO.DRB-20000
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE 02. 08. 2021
N0.DATE
M:\Projects\DanRyanGroup\DRB-20000\04-Production\Engineering\Site Plan - Construction Drawings\Current Drawings\DRB20000-CD-OAEC1.dwg, 2/8/2021 9:30:46 AM, Klietsch, MaxThe John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
TRINITY CREEK - PHASE 4CONSTRUCTION DRAWINGSTRINITY CREEK DRIVEHOLLY SPRINGS, NORTH CAROLINA, 27540SHEET
PLAN INFORMATION
FINAL DRAWING - RELEASED FOR CONSTRUCTION
DAN RYAN BUILDERS
3131 RDU CENTER DRIVE, SUITE 120
MORRISVILLE, NC, 27560
PHONE: [phone]
C6.00
DRB20000-CD-OAEC1
1"=100'
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
NDW
KWH
TRI
N
I
T
Y

C
R
E
E
K

D
R
I
V
E
CHICKASAW PL
U
M DRIVE
CHICKASAW PLUM DRIVE
HAZEL ALDER COURTTHREADLEAF DRIVESCARLET TANAGER CIRCLESCARLET TANAGER CIRCLE
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF HOLLY SPRINGS ENGINEERING DESIGN
AND CONSTRUCTION STANDARDS
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE AND UTILITY
NOTES
PHASE 1B SUBMITTED BY BNK
UNDER SEPARATE COVER
(CURRENTLY UNDER
CONSTRUCTION)
PHASE 1B SUBMITTED BY BNK
UNDER SEPARATE COVER
(CURRENTLY UNDER
CONSTRUCTION)
PHASE 2B SUBMITTED BY BNK
UNDER SEPARATE COVER
(CURRENTLY UNDER
CONSTRUCTION)
INDEX MAP
AREA ''C''
PSHEET C6.03
AREA ''B''
SHEET C6.02
AREA ''A''
SHEET C6.01
EXISTING PHASES
UNDER SEPARATE
COVER
EXISTING PHASES
UNDER SEPARATE
COVER
CONTROL PLAN-STAGE 1
OVERALL EROSION
EROSION CONTROL LEGEND
DISTURBED AREA = 19.65 AC.
NOTE: OUTLET STRUCTURE FOR EROSION
CONTROL DEVICE MUST BE ON-SITE PRIOR
TO BEGINNING ANY GRADING.
SB-1
(SEE SUMMARY TABLE)
EROSION CONTROL SEQUENCE - STAGE 1:
1.INSTALL TREE PROTECTION FENCING ACCORDING TO THE EROSION CONTROL PLAN. CALL
TOWN OF HOLLY SPRINGS FOR ON-SITE MEETING WITH EROSION CONTROL INSPECTOR AND
OBTAIN PERMIT/APPROVAL TO COMMENCE REMAINDER OF APPROVED EROSION CONTROL
CONSTRUCTION.
2.PERMANENT POND RISER STRUCTURES ARE TO BE ON-SITE PRIOR TO ANY CLEARING AND
GRUBBING ACTIVITIES.
3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCING, SILT FENCE OUTLETS, DIVERSION
DITCHES, AND SKIMMER BASINS (SB-1, SB-2, AND SB-3) AS SHOWN ON APPROVED STAGE 1
EROSION CONTROL PLAN. SB-1 SKIMMER DEVICE SHALL BE INSTALLED TO THE DRAWDOWN
ORIFICE ON THE RISER STRUCTURE. CONTRACTOR SHALL PLUG ALL OTHER ORIFICES UNTIL
CONVERSION TO FINAL SWMF. GRADE ONLY AS NECESSARY TO INSTALL THESE DEVICES.
INSTALL SILT FENCE OUTLETS AT LOW POINTS IN THE SILT FENCING AS NEEDED TO PREVENT
BLOWOUTS.
4.STABILIZE ALL DISTURBED AREAS DOWNSTREAM OF SEDIMENT BASINS AND OTHER CRITICAL
EROSION CONTROL AREAS IMMEDIATELY UPON INSTALLATION.
5.ONCE APPROVED, BEGIN CLEARING AND GRADING REMAINDER OF THE SITE. MAINTAIN
EROSION CONTROL DEVICES AS NEEDED.
6.UPON COMPLETION OF INSTALLATION OF SEDIMENT BASINS, CLEARING AND GRUBBING,
AND PERIMETER DIVERSION DITCHES BEGIN BRINGING SITE AREA TO PROPOSED GRADE.
CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE IN DIVERSION DITCHES AND TO SEDIMENT
BASINS AT ALL TIMES THROUGHOUT CONSTRUCTION.
7.CONTRACTOR TO REDIRECT AND MAINTAIN POSITIVE DRAINAGE IN DIVERSION DITCHES
WHILE CONSTRUCTION OF RETAINING WALLS.
8.STABILIZE GRADED AREAS AS THEY ARE CLEARED. TEMPORARILY SEED AND MULCH
DENUDED AREAS PER THE TOWN OF HOLLY SPRINGS EROSION CONTROL STANDARDS. ONCE
FINAL GRADE HAS BEEN ACHIEVED, PAVE OR PERMANENTLY SEED ALL AREAS AND SLOPES
PER NCDEQ'S EROSION SEDIMENT CONTROL PLANNING AND DESIGN MANUAL VERSION
5/13, SECTION 6.10 AND 6.11.
9.MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT
THROUGHOUT CONSTRUCTION.
SB-2
(SEE SUMMARY TABLE)
SCM-5
(SEE SUMMARY TABLE)
EX. SB-3
(SEE SUMMARY TABLE)
SB-6
(SEE SUMMARY TABLE)
SB-4
(SEE SUMMARY TABLE)