NCC213908_Site Plan or Location Map (2)_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-OAEC2.dwg, 2/8/2021 12:18:54 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-OAEC2.dwg, 2/8/2021 12:18:56 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]
C6.04
DRB20000-CD-OAEC2
1"=100'
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
NDW
KWH
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TRI
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ROUGH LEAF LANE
CHICKSAW PLUM DRIVE
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)
PHASE 2B
PHASE 1B
PHASE 1
B
PHA
S
E

1
B
PHA
S
E

4
PHASE 2BPHASE 1BPHASE 4PHASE 2
B
PHASE 2BPHASE 4
PHASE 2B
PHASE 4
INDEX MAP
AREA ''C''
PSHEET C6.07
AREA ''B''
SHEET C6.06
AREA ''A''
SHEET C6.05
EXISTING PHASES
UNDER SEPARATE
COVER
EXISTING PHASES
UNDER SEPARATE
COVER
CONTROL PLAN-STAGE 2
OVERALL EROSION
DISTURBED AREA = 19.65 AC.
EROSION CONTROL SEQUENCE - STAGE 2:
1.INSTALL ADDITIONAL TREE PROTECTION AND SILT FENCING WHERE DEPICTED ON
APPROVED STAGE 2 EROSION CONTROL PLANS.
2.AS THE SITE IS BROUGHT UP TO GRADE, THE CONTRACTOR SHALL RAISE AND/OR RELOCATE
ALL DIVERSION DITCHES TO MAINTAIN A POSITIVE SEDIMENT LADEN FLOW TO ALL
SEDIMENT BASINS. SIMILARLY, SEDIMENT BASIN EMBANKMENTS SHALL BE RAISED WITH
GRADING ACTIVITIES IF/AND WHEN NECESSARY.
3.INSTALL STORM COLLECTION SYSTEM AS SITE IS BROUGHT TO FINAL GRADE BEGINNING
WITH MAIN TRUNK LINES THAT CONVEY RUNOFF TO THE SEDIMENT BASINS.
4.INSTALL APPROVED INLET PROTECTION AS INLETS ARE INSTALLED. TEMPORARY EROSION
CONTROL MEASURES ARE TO REMAIN UNTIL SUCH MEASURES HAVE BEEN APPROVED FOR
REMOVAL BY THE TOWN OF HOLLY SPRINGS EROSION CONTROL INSPECTOR. ADDITIONAL
MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM
DRAINAGE SYSTEM AND FIELD CONDITIONS.
5.MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT
THROUGHOUT CONSTRUCTION.
6.STABILIZE GRADED AREAS AS THEY ARE BROUGHT TO FINAL GRADE. TEMPORARILY SEED
AND MULCH DENUDED AREAS PER THE TOWN OF HOLLY SPRINGS 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,
CHAPTER 6.ii.6.10 AND 6.ii.6.11.
7.UPON APPROVAL OF PERMANENT STABILIZATION, REMOVE BALANCE OF EROSION CONTROL
MEASURES, GRADE AND STABILIZE REMAINDER OF SITE.
EROSION CONTROL NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF HOLLY SPRINGS
STANDARDS, SPECIFICATIONS AND DETAILS.
2.GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE HOLLY SPRINGS SOIL
AND EROSION CONTROL STANDARDS AND SPECIFICATIONS.
3.GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER QUALITY (DWQ) STANDARDS
AND SPECIFICATIONS. WHERE DIFFERENT FROM HOLLY SPRINGS STANDARDS, THE MORE
STRINGENT METHOD SHALL BE APPLIED.
4.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY EITHER THE TOWN OF HOLLY SPRINGS
OR THE DWQ.
5.CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 2H:1V) WITHIN
7 DAYS, 10 DAYS FOR MODERATE SLOPES (3H:1V OR GREATER) AND WITHIN 14 CALENDAR
DAYS EVERYWHERE ELSE (STATE LAW 2009-486).
6.FOR ANY LAND-DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED,
TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE
PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER
COMPLETING THE WORK. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE ON THE PLAN.
7.NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS
WHERE MUD, ROCK AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL
CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT THE FUTURE
OCCURRENCE.
8.THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS
NECESSARY TO PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES.
9.EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO
ANY GRADING ON SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY DURHAM
COUNTY SEDIMENTATION AND EROSION CONTROL (SEC) ONCE INITIAL MEASURES ARE IN
PLACE. (SEE CONSTRUCTION SEQUENCES)
10.CONTRACTOR SHALL INSPECT ALL SEDIMENT /EROSION CONTROL DEVICES AFTER EACH
STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
11.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
12.CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE
THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
13.ANY GRADING BEYOND THE DENOTED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
14.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT AND ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
15.PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE
STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN,
SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME
TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE
TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE
TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA AND
SHALL BE POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF
MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION
OF THE CONSTRUCTION, SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL
MEASURES AND SHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE
TREES IS COMPLETE.
16.A CONSTRUCTION SEQUENCE HAS BEEN PROVIDED. INSTALLATION OF ALL PROPOSED
SEDIMENTATION & EROSION CONTROL MEASURES IN THE SEQUENCE(S) PROVIDED AND
MAINTENANCE OF THOSE DEVICES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED,
WITH PRIOR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH
THE ON-SITE SEDIMENTATION & EROSION CONTROL INSPECTOR AND THE ENGINEER.
17.PROVIDE INLET PROTECTION AROUND ALL SITE STORM INLETS. PROTECT OPEN PIPES UNDER
CONSTRUCTION WITH EITHER PLYWOOD OR WITH MESH AND GRAVEL WEIRS. RUNOFF
SHALL NOT BE ALLOWED IN ANY OPEN TRENCH.
18.CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS
REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS.
19.TEMPORARY DIVERSIONS SHALL BE MAINTAINED DAILY BY CONTRACTOR SO THAT THEY ARE
FUNCTIONAL AT THE END OF EACH WORKDAY AND WHEN STOPPING WORK FOR RAIN.
20.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER AND
ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
21.DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC RIGHT-OF-WAY SHALL
ONLY BE AS ALLOWED BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN
THE DEVELOPER AND THE OFFSITE PROPERTY OWNER.
22.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES
ALONG ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR IMPROVEMENTS.
SCM-5
(SEE SUMMARY TABLE
SHEET C6.00)