20050732 Ver 32_Final Plans_20150617

PHASE 15 NORTH
CONSTRUCTION DOCUMENTS
U.S. �WY -5 -50- and v1 N'S CdA:):: ROAD
COUNTY AND AGENCY CONTACTS
A. Chatham County
Planning Department
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 542 -8204 phone
Contact: Jason Sullivan
Email: jason.sullivan @chathamnc.org
B. Chatham County
Environmental Services
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 542 -0945 phone
Contact: Dan LaMontagne, PE
Email: dan.lamontagne @chathamnc.org
C. Chatham County
Soil Erosion and Sedimentation Control
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 545 -8339 phone
Contact: Rachael Thorn
Email: rachael.thorn @chathamnc.org
D. Chatham County
Public Works
964 East Street, 2nd Floor, Suite 205
Pittsboro, NC 27312
(919) 545 -8530 phone
Contact: Larry Bridges
Email: larry.bridges @chathamnc.org
E. NCDOT
Division 8, District 1
300 DOT Drive
P.O. Box 1164
Asheboro, NC 27204
(336) 318 -4000 phone
Contact: Jeff B. Loflin, PE
Email: jloflin @ncdot.gov
F. NCDENR
Division of Water Quality
512 N. Salisbury St
Archdale Building, 9th Floor
Raleigh, NC 27604
(919) 807 -6373 phone
Contact: Boyd Devane
Email: boyd.devane @ncdenr.gov
G. NCDENR
Division of Environmental Health
Public Water Supply Section
1634 Mail Service Center
Raleigh, NC 27699 -1634
(919) 707 -9064 phone
Contact: Shashi Bhatta
Email: shashi.bhatta @ncdenr.gov
H. NCDENR
Division of Water Quality
Surface Water Protection
3800 Barrett Drive
Raleigh, NC 27609
(919) 791 -4200 phone
Contact: Danny Smith
Email: danny.smith @ncdenr.gov
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PROJECT DATA
NAME OF PROJECT:
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
OWNER:
NNP BRIAR CHAPEL, LLC
16 WINDY KNOLL CIRCLE
CHAPEL HILL, NC 27516
PHONE: [phone]
FAX: [phone]
CONTACT: LEE BOWMAN
EMAIL: Ibowman @newlandco.com
PREPARED BY:
McKIM & CREED
1730 VARSITY DRIVE, SUITE 500
RALEIGH, NORTH CAROLINA 27606
PHONE: [phone]
FAX: [phone]
CONTACT: GARETH AVANT, PE
EMAIL: gavant @mckimcreed.com
PROJECT AREA: 20.32 ACRES
L°
These improvements shall be constructed in
accordance with the following plans, and the Standard
Specifications of NCDOT and Chatham County.
MCM4&CREEL)
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
SHEET INDEX
C0.1
COVER SHEET
C0.2
EXISTING CONDITIONS /DEMOLITION PLAN
C0.3
EXISTING CONDITIONS /DEMOLITION PLAN
C1.0
OVERALL SITE PLAN
C1.1
SITE PLAN - EAST
C1.2
SITE PLAN - WEST
C2.1
UTILITY PLAN
C2.2
UTILITY PLAN
C3.1
STAGE 1 EROSION CONTROL PLAN
C3.2
STAGE 1 EROSION CONTROL PLAN
C3.3 OVERALL STAGE 2 EROSION CONTROL PLAN
Is BE, &Ir_[e]WA21:Z•6y to] . we] .11: s]0,W_10 1
C3.5 STAGE 2 EROSION CONTROL PLAN
C3.6 GRADING, DRAINAGE, AND STAGE 3 EROSION
CONTROL PLAN
C3.7 GRADING, DRAINAGE, AND STAGE 3 EROSION
CONTROL PLAN
PLAN & PROFILE BOULDER POINT DRIVE (DIVIDED
C4.1 ROADWAY)
C4.2 PLAN & PROFILE BOULDER POINT DRIVE
STA. 10 +00 TO 22 +00
PLAN & PROFILE BOULLDER POINT DRIVE
C4.3 STA. 22 +00 TO 27 +44
PLAN & PROFILE ROAD B
C4.4 PLAN & PROFILE GRAVITY SEWER TO PUMP STATION
PLAN & PROFILE STORM OUTFALL
D1.1 EROSION AND SEDIMENTATION CONTROL DETAILS
D1.2 EROSION AND SEDIMENTATION CONTROL DETAILS
D2.1 NCDOT ROADWAY DETAILS
D2.2 NCDOT DRAINAGE DETAILS
D2.3 GUARDRAIL DETAILS
D3.1 UTILITY DETAILS
D3.2 UTILITY DETAILS
D4.1 BMP #23 PLAN & DETAILS
D4.2 BMP #23 PLAN & DETAILS
D4.3 BMP #23 PLAN & DETAILS
D4.4 STORM DRAINAGE & SANITARY SEWER TABLES
�AL
036348
.. 06/17/2015
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1- 800 - 632 -4949
AVOID UTILITY
DAMAGE
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
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LEGEND:
R/W LINE
FUTURE R/W LINE
EXISTING R/W LINE
HOA EASEMENT LINE
— — — — — — — — — — — PUBLIC UTILITY EASEMENT LINE
PUBLIC DRAINAGE EASEMENT
EXISTING POWER LINE EASEMENT
OE OVERHEAD POWER LINE
----- - - - - -- 10' NO BUILD BUFFER LINE
— — — — — — — — — — — RIPARIAN BUFFER LINE
— — — — — — — BMP MAINENANCE & ACCESS EASEMENT
ROADWAY CENTERLINE
MANN'S CHAPEL RD
NoIH
SIZE
VICINITY MAP
NOT TO SCALE
TO CHAPEL HILL
O
TO PITTSBORO
1
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/ A
1536
V,
1537 Ur_
EX. DUKE ENERGY � � —0E— `
POWER LINE EASEMENT
OE
1538 /
1535
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BOULDER POINT DRIVE r 1513
1541 \
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NO -BUILD BUFFER
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1 ISSUED FOR PERMITTING
REV.NO.
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DESCRIPTIONS
REVISIONS
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— REMAIN CALL CENTER
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2015.06.17
DATE
SEAL SEALa
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036348
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
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BRIAR
CHAPEL
by
Newlan d COMMUNITIES
-% 4
Of i
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
OVERALL SITE PLAN
BEFORE YOU DIG
STOP
1- 800 - 632 -4949
AVOID UTILITY
DAMAGE NORTH
80' 0 80' 160'
SCALE: 1 " =80' (Horiz.)
a 4
a 4
DATE:
JUNE 17, 2015 SCALE
MCE PROJ. #
02735 -0113
HORIZONTAL:
DRAWN
BSS
AS NOTED
DESIGNED
BSS
CHECKED
GCA VERTICAL:
PROJ. MGR.
CHS N/A
A
i
STATUS:
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
/ N
M &C FILE NUMBER
C1.X
DRAWING NUMBER
C1.0
i
REVISION
1

LEGEND:
TEMPORARY CONSTRUCTION
o °o °o °o °o °o °o °o° ENTRANCE
RIPRAP OUTLET PROTECTION
ADDITIONAL DISTURBED AREA
SF /TPF COMBINATION SILT /TREE PROTECTION
FENCE
TEMPORARY DIVERSION DITCH
535 EXISTING CONTOUR
535 PROPOSED CONTOUR
� � � � m EX. LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
0 0 SEDIMENT BASIN BAFFLE
10%
0 HARDWARE CLOTH & GRAVEL INLET PROT.
�. ARC PIPE INLET PROTECTION
® CHECK DAM
GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE
PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL AT 1- 800 - 632 -4949 AT LEAST
48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING
UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
3. OVERHEAD ELECTRIC LINES MAY EXIST ON THE SITE. CONTRACTOR SHALL CONTACT DUKE
POWER AT (336) 634 -4633 PRIOR TO COMMENCING ANY ACTIVITY WITHIN 200 -FT OF DUKE
POWER RIGHT OF WAY.
4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE AND ATTEND A PRECONSTRUCTION
CONFERENCE WITH CHATHAM COUNTY, OWNER AND ENGINEER.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND,
ARE BASED ON BEST AVAILABLE RECORD DRAWINGS.
6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V)
SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY
DENSITY UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
7. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR
AND ALL AREAS POSITIVELY DRAIN TO DRAINAGE STRUCTURES, SWALES OR STORMWATER
MANAGEMENT FACILITIES.
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL
REPLACE ALL MARKERS REMOVED IF DAMAGED DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY THROUGHOUT
CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND
REPORTING REQUIREMENTS.
11. REFER TO SHEET D2.1 FOR PROPOSED ROAD CROSS SECTION DETAILS AND PAVEMENT
SCHEDULE.
12. GRADED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH CURLEX SINGLE NET
(CURLEX 1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED EQUAL.
13. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND
ENVIRONMENTAL CONSULTANTS IN RALEIGH, INC - CONTACT SEAN CLARK AT
919 - 846 -5900.
14. NO PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS
SHOWN ON FEMA FIRM MAP #3710976500J DATED FEBRUARY 2, 2007.
15. EXISTING INFRASTRUCTURE AS SHOWN MAY BE UNDER CONSTRUCTION AND SHALL BE FIELD
VERIFIED BY CONTRACTOR.
-BRIAR CHAPEL PARKWAY AND BOULDER POINT DRIVE EXTENSION SEALED JANUARY 1,
2012
16. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR
HIGHWAY RIGHT -OF -WAY, CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND
ENCROACHMENTS AND KEEP COPIES ON CONSTRUCTION SITE AT ALL TIMES. ALSO CONTACT
NCDOT DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER AT
(336) 629 -1423
EROSION CONTROL GENERAL NOTES:
1. ALL PREVIOUSLY APPROVED EROSION CONTROL MEASURES ARE TO BE MAINTAINED AT ALL TIMES.
2. HYDROSEED WITH GRASS SEED ON ALL DISTURBED AREAS. SEE SEEDING SCHEDULE FOR SPECIFIC
GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDBED PREPARATION.
HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS. /ACRE,
WITH A MAXIMUM OF 50 LBS. /100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 -2
HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH
NEW MIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH "CURLEX" BLANKETS. SEE
SPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS.
3. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY
STABILIZATION SHALL BE COMPLETED ACCORDING TO THE NPDES GROUNDCOVER STABILIZATION
TIMEFRAME TABLE PROVIDED ON SHEET C3.1.
4. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE EXISTING ACCESS ROADS WHEN
IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED.
5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND
AT LEAST ONCE PER WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET
PLAN, DETAIL AND SPECIFICATION REQUIREMENTS.
6. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED
NECESSARY BY EITHER ENGINEER OR WATERSHED MANAGER.
7. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, CONSTRUCTION ENTRANCE, ETC..) SHALL
BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
8. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE.
THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS
STRICTLY PROHIBITED.
9. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR
SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT
SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED
OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
10. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 4- INCHES DEEP.
11. EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND DEVICES SHALL BE SO
PLANNED, DESIGNED, AND CONSTRUCTED AS TO PROVIDE PROTECTION FROM THE CALCULATED
MAXIMUM PEAK RATE OF RUN -OFF FROM THE 10 -YEAR STORM. RUNOFF RATES SHALL BE
CALCULATED USING THE PROCEDURES AS OUTLINES IN THE WAKE COUNTY SEDIMENTATION AND
EROSION CONTROL ORDINANCE.
LIMITS OF DISTURBANCE NOTES:
1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF
DISTURBANCE. ALL SILT FENCING OR TREE PROTECTION FENCING SHALL BE
INSTALLED INSIDE LIMITS OF DISTURBANCE.
2. LIMITS OF DISTURBANCE BEYOND PREVIOUSLY APPROVED AREAS: 0.59 ACRES
SELF INSPECTION NOTICE:
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF - INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006
TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND - DISTURBING
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED RULES DETAILING THE
STAGE 2 CONSTRUCTION SEQUENCE:
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL
GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL
CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CHATHAM
COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS.
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE,
DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE
ADDITIONAL CORRECTIVE ACTION. CONTACT CHATHAM COUNTY ENVIRONMENTAL QUALITY
DEPARTMENT, OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER OF
CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE BELOW:
GRADUAL SLOPES: (14) CALENDAR DAYS
MODERATE SLOPES: (10) CALENDAR DAYS
STEEP SLOPES: (7) CALENDAR DAYS
SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION CONTROL
ORDINANCE.
6. CONTRACTOR SHALL ARRANGE PRE - CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE,
ENGINEER AND CHATHAM COUNTY.
7. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL FROM CHATHAM
COUNTY SOIL EROSION & SEDIMENTATION CONTROL.
8. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES.
9. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING
INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. CONTRACTOR IS TO CALL
1- 800 - 632 -4949 FOR 'NC ONE CALL" TO HAVE UTILITIES LOCATED.
10. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS,
LANDSCAPE BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE.
11. CONTRACTOR SHALL MAINTAIN ALL EXISTING STAGE 1 EROSION CONTROL MEASURES UNTIL NEW
DOWNSTREAM MEASURES HAVE BEEN INSTALLED AND ARE OPERATIONAL.
12. INSTALL ADDITIONAL TREE PROTECTION FENCING AND SILT FENCING AS SHOWN AND DETAILED ON
PLAN. TIMBER ONLY AS NECESSARY TO INSTALL THESE DEVICES.
13. CONTRACTOR SHALL INSTALL DAM AND RISER /BARREL /SKIMMER PORTIONS OF BMP #23 WHILE
MAINTAINING STORAGE WITHIN SKIMMER SEDIMENT BASIN #1 AS INSTALLED IN STAGE 1. AS
THOSE FEATURES REACH FINAL GRADES, STORAGE IN BMP #23 IS SUFFICIENT, TDDS #55 AND
#56 SHALL BE CONSTRUCTED, REDIRECTING RUNOFF INTO THE NEW BASIN. CONTRACTOR SHALL
INSTALL BAFFLES PER PLAN, SEED AND MULCH SIDE SLOPES OF SEDIMENT BASINS UPON
COMPLETION. INSTALL BIODEGRADABLE MATTING ON SIDE SLOPES OF BASINS IF NECESSARY TO
ESTABLISH COVER. AT SUCH TIME THAT THESE MEASURES ARE INSTALLED AND FUNCTIONING AS
INTENDED, SKIMMER SEDIMENT BASINS #1 AND #2 CAN BE REMOVED WITH APPROVAL FROM
CHATHAM COUNTY.
14. CONTRACTOR SHALL ADJUST SHAPE OF SKIMMER SEDIMENT BASINS #4 & #11 WHILE MAINTAINING
THE DESIGN STORAGE AND REQUIREMENTS IN ORDER TO BETTER FACILITATE FUTURE
CONSTRUCTION. CONTRACTOR SHALL MAINTAIN DIVERSIONS DIRECTING RUNOFF INTO THE NEWLY
SHAPED BASINS AT ALL TIMES DURING CONSTRUCTION.
15. CONTACT CHATHAM COUNTY SOIL EROSION & SEDIMENTATION AT 919 - 545 -8339 AND ENGINEER
UPON COMPLETION OF INITIAL EROSION CONTROL MEASURES.
16. EXISTING BASINS SHOULD ONLY BE REMOVED AS STORM DRAINAGE SYSTEM, EMBANKMENTS AND
_ - �11JJ,,II ///� // /� /�� I / / -� //• / , DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, GRADING RENDER THEM NO LONGER USEFUL. CONTRACTOR SHALL SEEK APPROVAL FROM
/ / / / / r / / / - -- 2010. THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY CHATHAM COUNTY PRIOR TO REMOVING ANY BASINS.
r ` - j / > /// �/�/// /� L/I / r / / / �% /
I / /1( / / / //, r///// �/ / I / // ; % / /,�� / SELF- MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
/ / I // / /�� / / / f / - '/ = %///,4/ // ( CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF - INSPECTION 17. CONTRACTOR SHALL STRIP TOPSOIL IN NEWLY DENUDED AREAS AND STORE AT DESIGNATED
/ / ll l l/ / / / l I I \ - /- -' -iil 1 111 �1 (( (
/ / lI // l l I I I I ( \ I �� =�J» 111111 I \ < t i REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND LOCATION. PROVIDE SILT FENCE AROUND PERIMETER OF SLOPE OF ANY STOCKPILE LOCATIONS. 11 / I � / /! / /I // /� / /�/ / I sl I j / /I ) / I I II\t \/ /( r/ / \ _ __� - 11)Jl� I )_J,/ l I/l l ) ! I . SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED CONTRACTOR SHALL REMOVE ALL ROOT MATTER AND ORGANICS FROM WITHIN THE CLEARING
� \ \ // // II //I/ l I \ I I f/rpF / // / I I I \\ l I I // I V,\\\\,\ fI -� ,� / > � -I -I _I
I / \\ 1 I / / \\ 1111 /� 1 / __ „_� __ PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF LIMITS.
l //// / / 1 l I I I I I I J1 /� ��/r�F III / I IIIII 11 I ) k - -_
l I I / ///1 / \ I I I I / / / / / r// 1 sF J I / I// / I I I l l / / l / // // >) l l r ' THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
(/ 1 / I I I I l /%% l I I ) I I I I l / / / / I 1 °. / / l I // I ////// // / J I \ ) // ! � \ `'� -: l ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC 18. AFTER COMPLETION OF CLEARING AND GRUBBING, THE SITE SHALL BE TEMPORARILY STABILIZED
I I / // / / I 1 /��1�aa / / / // / J / --
I I / / / / l I I / / \ \ \ 1 I / / / / / / / > / �� ��� I > 4B.0131. THE SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEPT IN AREAS OF ACTIVE CUT FILL. ACTIVE AREAS SHOULD NOT EXCEED 25 ACRES AT ONE
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SEAL
1 ISSUED FOR PERMITTING 2015.06.17
REV.NO. I DESCRIPTIONS DATE
REVISIONS
SEAL
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036348 \ \ \ :
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=
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
BRIAR
CHAPEL"
by
Newlan d COMMUNITIES
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
OVERALL STAGE 2
GRADING, DRAINAGE & EROSION
CONTROL PLAN
DATE:
JUNE 17, 2015
MCE PROJ. #
02735 -0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M &C FILE NUMBER
C3.X
HORIZONTAL'
DRAWING NUMBER
1" = 50'
VERTICAL:
C3.3
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

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1 ISSUED FOR PERMITTING 2015.06.17
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
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036348
�.• 06/17/2015
%9�P% FNGIN10\..•
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR
CHAPEL
by
Newland COMMUNITIES
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
STAGE 2
GRADING, DRAINAGE & EROSION
CONTROL PLAN
DATE:
JUNE 17, 2015
MCE PROJ. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
C3.X
HORIZONTAL'
DRAWING NUMBER
1" = 50'
VERTICAL:
C3.4
N/A
STATUS: FINAL DRAWINGS REVISION
,FOR REVIEW PURPOSES ONLY 1 ,

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O°o°o°o°o°o°o°o° ENTRANCE
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ADDITIONAL DISTURBED AREA
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535 PROPOSED CONTOUR
EX. LIMITS OF DISTURBANCE
mmmmmmmmm
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--------------
CLEARING \ — \ __& GRUBBING PLAN". TO BE REMOVED ONCE GRADING FOR -- ——— — — —— _
I I II SKIMMER INSTALLED AT - / / — _ — _ _ — —PERMANENT BMP #23 /S COMPLETE AND DIVERSION MEASURES HAVE — — ` — — — � — — _ — — — I / / / / 1-800-632-4949 50' 0 50' 100'
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SCALE: 1"=50' (Horiz.)
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SEAL SEALM&C FILE NUMBER
�ARo,, BRIAR CHAPEL DATE: JUNE 17, 2015 SCALE �
`\ ,f MCE PROJ. # 02735-0113 ��'^
l/�F DRAWN BSS HORIZONTAL: DRAWING NUMBER
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lu G CHATHAM COUNTY NORTH CAROLINA DESIGNED BSS 1"=50'
AL VERTICAL:
036348 = 1730 Varsity Drive, Suite 500 CHECKED GCA C3.5
06/36348 5 : i� Raleigh, North Carolina 27606 BRIAR CHAPEL STAGE 2 PROD. MGR. CHS N/A
Phone:[phone] Fax:[phone]
-,9�' FNGINEF�.•" Q�,' GRADING DRAINAGE &EROSION
1 ISSUED FOR PERMITTING 2015.06.17 /i//,/PTy•"'� • P�\\\\� F-1222 by STATUS: FINAL DRAWINGS REVISION
REV. NO. DESCRIPTIONS DATE ��//lllllllllllll�� WWW.mckimcreed.com
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REVISIONS

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STAGE 3 CONSTRUCTION SEQUENCE:
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR
WITH A GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT
INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
LEAVING THE SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE
CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT
CHATHAM COUNTY ENVIRONMENTAL QUALITY DEPARTMENT, OWNER'S
REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE
NUMBER OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE
BELOW:
GRADUAL SLOPES: (14) CALENDAR DAYS
MODERATE SLOPES: (10) CALENDAR DAYS
STEEP SLOPES: (7) CALENDAR DAYS
SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND
SEDIMENTATION CONTROL ORDINANCE.
6. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL
TIMES.
7. CONTRACTOR SHALL ENSURE THAT ALL EROSION CONTROL MEASURES INSTALLED IN
STAGES 1 & 2 ARE OPERATING AS INTENDED PRIOR TO FINAL GRADING
OPERATIONS. ANY MEASURES THAT ARE TO BE REMOVED SHALL BE APPROVED BY
CHATHAM COUNTY.
8. BEGIN FINAL GRADING OPERATIONS FOR ROADWAY.
9. AS ELEVATIONS ARE BROUGHT TO FINAL GRADES AND STORM PIPING IS INSTALLED
IN ROADWAY SECTIONS, CONTRACTOR SHALL INSTALL HARDWARE CLOTH AND
GRAVEL INLET PROTECTION AS SHOWN ON PLANS.
10. CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT LADEN RUNOFF IS DIRECTED TO
ROADWAY INLET PROTECTION PRIOR TO REMOVAL OF ANY SKIMMER SEDIMENT
BASINS. NO BASINS SHALL BE REMOVED UNTIL INSPECTED AND APPROVED BY
CHATHAM COUNTY SESC STAFF.
11. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE
TEMPORARY AND PERMANENT SEEDING SCHEDULES LOCATED ON SHEET D1.2 AND
NOTE #5 OF THIS SEQUENCE
12. ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION IS
COMPLETE, CONTACT CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION AND
ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION
CONTROL MEASURES OR CONVERTING BASINS TO PERMANENT BMPs.
STORM DRAINAGE NOTES:
1. STORM DRAINAGE PIPES SHALL BE:
• RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBLIC RIGHT-OF-WAY OR
CONNECTING INTO STRUCTURE INSIDE PUBLIC RIGHT-OF-WAY IN ACCORDANCE
WITH NCDOT STANDARDS UNLESS NOTED OTHERWISE.
2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE
WALL.
4. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE
POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR
MIXED TO MANUFACTURER'S SPECIFICATIONS.
5. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. UTILIZED MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW
OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
ROLLING.
6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE OWNER'S
REPRESENTATIVE SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
7. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE
IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO
95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR
TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100% STANDARD
PROCTOR.
8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9. ALL FLARED END SECTIONS DISCHARGING INTO WATER QUALITY PONDS WILL
HAVE A CONCRETE PAD POURED UNDERNEATH THE FLARED END SECTION IN
ACCORDANCE WITH PROVIDED CONSTRUCTION DETAILS.
10. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
11. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED, OPERATED AND
MAINTAINED BY HOME OWNER'S ASSOCIATION OR AGENT THEREOF.
12. LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER
OF STORM STRUCTURES AND TO ENDS OF FLARED END SECTIONS. SLOPES
CALCULATED ARE BASED ON THIS LENGTH.
13. CB DENOTES CATCH BASINS TO BE INSTALLED IN THE CENTERS OF PAVED
ALLEYS AND NON -PAVED AREAS. REFER TO NCDOT DETAILS 840.19 AND
840.24 ON SHEET D-2.2.
14. CI DENOTES CURB INLETS TO BE INSTALLED IN THE CURB LINES OF ROADWAYS.
REFER TO NCDOT DETAILS 840.02 AND 840.03 ON SHEET D-2.2.
RETAINING WALL NOTES:
1. RETAINING WALL DESIGN IS BY OTHERS. OWNER SHALL PROCURE A
QUALIFIED RETAINING WALL DESIGNER FOR THE PROJECT. RETAINING
WALL INFORMATION SHOWN ON THESE PLANS ARE FOR LOCATION
AND GRADE INFORMATION ONLY. OWNER RESPONSIBLE FOR
PROVIDING NECESSARY INFORMATION TO WALL DESIGNER AS
REQUIRED FOR PROPER DESIGN OF RETAINING WALLS.
2. TOP GRADE OF WALL AND BOTTOM GRADE OF WALL SPECIFIED IN
PLANS ARE INTENDED TO BE THE FINISHED PAVEMENT OR EARTH
GRADE. THE WALL DESIGNER SHALL ADJUST SHOP DRAWING WALL
ELEVATIONS FOR THE TOP AND BOTTOM OF WALL TO MEET SPECIFIC
PRODUCT DESIGN CRITERIA AND WALL GEOMETRY AS NECESSARY TO
ACHIEVE DESIRED FINISHED GRADES. THE HORIZONTAL WALL
LOCATION AS SHOWN IS THE FINISHED LOCATION OF THE BOTTOM
OF WALL. THE WALL DESIGNER SHALL COORDINATE WITH THE
ENGINEER TO VERIFY WHETHER CONFLICTS EXIST. THE WALL
DESIGNER SHALL NOTIFY THE ENGINEER IN CASE OF ANY
CONFLICTS, INCLUDING BUT NOT LIMITED TO EXISTING OR PROPOSED
UTILITIES, WALL BATTER, GEOGRID PLACEMENT, ETC., OR IF ANY
ASPECT OF WALL PLACEMENT CAN NOT BE ACCOMPLISHED. ALL
WORK RELATED TO THE RETAINING WALL CONSTRUCTION SHALL BE
ACCOMPLISHED WITHIN THE BOUNDARIES OF THE PROJECT
PROPERTY, WITHOUT IMPACTING BUFFERS.
3. IT IS THE RESPONSIBILITY OF THE OWNER AND WALL DESIGNER TO
ASSURE THAT THE REQUIRED SOIL BEARING PRESSURE,
SUBSURFACE DRAINAGE AND SURFACE DRAINAGE ARE ACHIEVED AS
RELATED TO THE RETAINING WALL DESIGN. THIS SHOULD BE
VERIFIED BY A GEOTECHNICAL ENGINEER. SPECIAL ATTENTION IS
REQUIRED TO ENSURE BEARING CAPACITY HAS BEEN ACHIEVED AT
LOCATIONS WHERE PIPE PENETRATIONS ARE TO OCCUR. IT SHALL
BE THE RESPONSIBILITY OF THE CLIENT TO PROVIDE QUALITY
CONTROL / QUALITY ASSURANCE TESTING ASSOCIATED WITH THE
WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER OR WALL
DESIGNER SHALL PROVIDE ANY CERTIFICATIONS AS MAY BE
REQUIRED TO SHOW COMPLIANCE WITH ORIGINAL DESIGN DOCUMENTS
AS RELATED TO THE WALL DESIGN AND CONSTRUCTION.
LEGEND:
8080808080808080 TEMPORARY CONSTRUCTION
0000000000000000 ENTRANCE
RIPRAP OUTLET PROTECTION
ADDITIONAL DISTURBED AREA
SF/TPF COMBINATION SILT/TREE PROTECTION
FENCE
TEMPORARY DIVERSION DITCH
535 EXISTING CONTOUR
535 PROPOSED CONTOUR
EX. LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
0 0 SEDIMENT BASIN BAFFLE
ion
�** HARDWARE CLOTH & GRAVEL INLET PROT.
ARC PIPE INLET PROTECTION
® CHECK DAM
' CALL N.C. ONE `
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
S, DAMAGE /
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
h / / /.°---- �- cB-15-47" < \ I \ \ 1 I I \ ►�L� �\\\\�, \ \ \ \ ) ) \ \ \ 1 / ^\
TO BE OPEN THROA T INLET PER
\ \ NCDOT DETAIL 840.04 (1 OF 2) ) % /LIMITS OF DISTURBANCE PER BRIAR
\
CI-15-33RIM = 507.0 CHAPEL PHASE 16 CLEARING AND
r J INV. IN = 501.50 I I / / l , GRUBBING PLANS
\ I I I 505 I I I / l / / f r / ( / / / / / / / / / / 1 )-1 \ \ \ \) \ \ \ \ \ \ APPLY RECP ON SLOPES 3. 1
\ 5, OR GREATER (TYP.)
SF
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CONTRACTOR SHALL REMOVE SKIMMER
- - - _ - - SEDIMENT BASIN #4 & #5 AS IT
1 \ \ //\ _ =_- \�\m
CONFLICTS WITH ESTABLISHING FINAL 1 \\ \\
//-- -; 111
SEAL
1 ISSUED FOR PERMITTING 2015.06.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
GRADES AND ONCE UPSTREAM AREAS
HAVE BEEN LARGELY STABILIZED OR
� CONTRIBUTING FLOWS HAVE BEEN
�� REDIRECTED TO AL TERNA TI VE MEASURES
IJ
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036348
�.• 06/17/2015 : i\
��'%9�••• FNGINEF.�..••• P�\�\�
v
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR
CHAPEL
by
Newland COMMUNITIES
\ BOULDER POINT DRIVE,'' - /
\ b-15-27 (27' B -B, VARIABLE PUBLIC RIW)
\
SDMH-15L \
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
STAGE 3
GRADING, DRAINAGE & EROSION
CONTROL PLAN
DATE:
JUNE 17, 2015
MCE PROJ. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
C3.X
HORIZONTAL'
DRAWING NUMBER
1" = 50'
VERTICAL:
C3.6
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

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°° TEMPORARY CONSTRUCTION
o°o°o°o°o°o°o°o° ENTRANCE
RIPRAP OUTLET PROTECTION
ADDITIONAL DISTURBED AREA
SF/TPF COMBINATION SILT/TREE PROTECTION
FENCE
TEMPORARY DIVERSION DITCH
535 EXISTING CONTOUR
535 PROPOSED CONTOUR
m � m EX. LIMITS OF DISTURBANCE
m m m m m m m m m LIMITS OF DISTURBANCE
SEDIMENT BASIN BAFFLE
�%.O� HARDWARE CLOTH & GRAVEL INLET PROT.
•
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— / CALL CENTER
— _ — — — /i /i _ \ ( / BEFORE YOU DIG
� — — �_ �/i //— � / \ NORTH
%_'_ % _- / // ► I STOP
I / \`—��----- ,------' 1-800-632-4949
50 0 50 100'
AVOID UTILITY
DAMAGE m m m I
SCALE: 1"=50' (Horiz.)
SEAL SEALM&C FILE NUMBER
�IIII�ARo,, BRIAR CHAPEL DATE: JUNE 17, 2015 SCALE �
`\ ,f MCE PROJ. # 02735-0113 ��'^
\\\ \,��' l/� % DRAWN BSS HORIZONTAL: DRAWING NUMBER
Q�pFESS/0/y9 9 `% MFIcm&c__`ED PHASE 15 N O RT H
,flu G CHATHAM COUNTY NORTH CAROLINA DESIGNED BSS 1"=50'
AL VERTICAL:
036348 = 1730 Varsity Drive, Suite 500 CHECKED GCA C ■
06/17/2015: i� Raleigh, North Carolina 27606 B RI A R CHAPEL STAGE 3 PROD. MGR. CHS N/A
Phone:[phone] Fax:[phone]
FNGINEF�.• Q�,�' GRADING DRAINAGE &EROSION
1 ISSUED FOR PERMITTING 2015.06.17 ////FTy �•: P�\\\�� F-1222 by STATUS: FINAL DRAWINGS REVISION
REV.NO. DESCRIPTIONS DATE ���/1111111111111�� WWW , mcki mcreed . com
Newland COMMUNITIES CONTROL PLAN FOR REVIEW PURPOSES ONLY �
REVISIONS

I I
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BMP #23
NORMAL POOL EL. 447.5' �s
\ BOTTOM OF POND EL. 441.0' �S2
1 1 SSD
I 1 �3
1 I 42.6
II I A
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SEE DETAIL SHEET D4.2 =
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l WID TH
HW --15-1
INV. =448.00
ENDWALL PER NCDOT DETAIL
838.80 FOR 36" PIPE
-RIPRAP OUTLET
PR 0 TEC TION. SEE
DETAIL SHEET D1.2
1 •i — -
— AM WIpTH `3;1 \\ 1 ����� J� 50 6
54 LF 30" �c�0 SEDIMENT FOREBA Y
52 BOTTOM EL. 441.0'
CONCRETE PRESSURE PIPE _
— f 455-,
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SEE DETAIL SHEET D4.2 \ BMP MAINTENANCE/
A CCESS EA SEMEN T
mss; —/
ENDWALL PER NCDOT PRINCIPLE SPILLWAY
DETAIL 838.80 FOR / 45e SEE DETAILS THIS SHEET — — —
30" PIPE
INV OUT. 444.00 \ CLASS 1 RIPRAP PLACED AT
24" DEPTH WITH SUBLAYER
\ OF 6" FS -2 FILTER STONE LINING — — —
�� ' INSTALLED TO DIMENSIONS SHOWN.
1 NO RIPRAP SHALL BE
PLACED WITHIN 10 NO -BUILD
NORTH \ BUFFER / —
WET DETENTION POND' 23 PLAN VIEW
SCALE = 1 " = 30'
GALVANIZED 4'x4'x3/16"
TRASH RACK
PRECAST CONCRETE
BOX
1.0'
EACH
SIDE
0
HAND CRANK FOR
GATE VALVE
36" WIDE X 9" TALL RISER OPENING
INV. EL. 449.00 2 SIDES
WITH HDPE FLAT ROOF TRASH RACK
SIZED TO FIT OPENING
6.0" LOW FLOW ORIFICE EL. 447.50'
WITH TURNED -DOWN PVC ELBOW
TO HAVE 2.00" HOLE DRILLED IN CAP
_,--8" DI GATE VALVE
--FILL WITH GROUT
BOTTOM EL.=443.75'
R" F)I GATE VALVE
AND CRANK
a a °
a a
° ANGLE IRONS: ° a ANGLE IRON
7.0' 4" X 4" X 5/8" X 4' LONG4" X 4" X 5/8" X
TYPICAL EACH SIDE 30 3' LONG TYPICAL
"
:4
EACH SIDE
30" CONCRETE-/
PRESSURE PIPE
INV.= 444.25' SECTION VIEW
FASTENERS:
1" 0 EXPANSION ANCHORS
© 8" 0. C.
PLACE CEMENT
MORTAR
CONCRETE PRESSURE
PIPE JOINT DETAIL
NTS
3Y4"LAP
1" 0 EXPA .—
ANCHORS TYPICAL
EACH SIDE
PRINCIPLE SPILLWAY
PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
SEE DETAIL THIS SHEET
SEAL
1 ISSUED FOR PERMITTING 2015.06.17
REV.NO. DESCRIPTIONS DATE
REVISIONS
NOTE: SEE DAM EMBANKMENT
DETAIL (SHEET D4.2)
SECTION AT PRINCIPLE SPILLWAY
SEAL
036348
C; .• 06/17/2015 ;
��'%9�•' FiVGINEER..•••.Q�\\��
SCALE = 1 " = 4'
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIARrSKCHAPEL'
Y�
Newland COMMUNITIES
SCALE = 1 " = 2'
12"
MIN
PLAN VIEW
30 -IN RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
DRY DENSITY AT PLUS 2%-3% OF
OPTIMUM MOISTURE CONTENT TO TOP OF PIP
19.0"
12" (MIN) 1EI 1 6, 14(
a a
SELECT FILL PLACED AND COMPACTED AT
CONCRETE CRADLE 95% STANDARD PROCTOR MAX DRY
(MIN 2000 PSI CONCRETE) DENSITY AT OPTIMUM TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
OF PIPE PRIOR TO TRENCH EXCAVATION
CONCRETE CRADLE DETAIL
NTS
O\ OJO �J ��
A 000 OO \? A 10.0
FLOW oO0 ��DoOo� 0 0 WIDTH OF
ENDWALL
(WHICHEVER
000 \O 0-00-0
IS GREATER)
OoC�O O 0 ��
PLAN VIEW
CONCRETE ENDWALL FOR
30" PIPE PER
NCDOT DETAIL 838.80 NCDOT CLASS 1 RIPRAP
FLOW _
20'
a L_
u �24„
T 6'
FS -2 FILTER STONE
SECTION A -A
RIPRAP 0 UTLET PROTECTION
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
BMP #23 PLAN & DETAILS
NTS
DATE:
JUNE 17, 2015
VICE PROD. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
D4.X
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
D`t.
N/A
'STATUS:
FINAL DRAWINGS REVISION
,FOR REVIEW PURPOSES ONLY ,

TOP OF DAM
3.0
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER)
6" THICK CONCRETE
3000 psi © 28 DAYS
NORMAL POOL
=1 II
SPILLWAY SHOULD7
EXTEND TO NORMAL
POOL ELEVATION ON
BMP SIDE
I NIS SNt� I
SPILLWAY BOTTOM WIDTH
SEE TABLE THIS SHEET
d
SECTION A -A
VARIES VARIES
--REFER TO -
PLAN
3
1� a ,
4 /` a
I- I
I%
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER)
SECTION B -B
VARIES
.0 1 I
.0 (MIN.)
EMERGENCY SPILLWAY DETAIL
NTS
1 ISSUED FOR PERMITTING 1 2015.06 17
REV. NO. DESCRIPTIONS DATE
6" THICK CONCRETE
3000 psi @ 28 DAYS
TOP OF SPILLWAY
SPILLWAY SHALL
EXTEND TO BOTTOM OF
FILL SLOPE ON
Ed
- DOWNSTREAM SIDE
NOTE:
EXPANSION/CONTRACTION JOINTS PER
AMERICAN CONCRETE INSTITUTE (ACI)
STANDARDS FOR SLABS ON GRADE.
SEAL 1
SEAL
�-\N..........
iE ss/o*
4AL
036348
C; .• 06/17/2015 ;
FT •........ PJ
/y 1111111110
FLOW 1
10'
6" PERFORATED PVC
COLLECTOR PIPE
1
3'
4'
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
2'
PLAN VIEW
#57 WASHED STONE
30" CONCRETE
PRESSURE PIPE
#57 WASHED STONE �� I 112'
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
PROPOSED GRADE
ON DOWNSTREAM
SIDE OF DAM
=FLOW I 30" CONCRETE
6.7' PRESSURE PIPE
1.5'
6" SOLID WALL PVC
TO DAYLIGHT
MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
FABRIC WITH 18 -INCH BE PLACED ON OPENEND.
OVERLAP AT ALL SEAMS (TYP)
SECTION VIEW
FILTER DIAPHRAGM D ETAI L
NTS
A
v & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
v
70000
Dm�65
moz =>
=-nDym
=6500
zHam-n
. 00"
pm==
DDD
-< 1--q
0)0
O _
Z �
-n
m
o
M
0cl)�
m )DO 0m
V! _
N -1 0
C7 D
_ � Z
cn �
11 m v
=�v
M
_
m m H
Z z
Sao
crz
m r
W1 (FT.)
ELEVATION
17
H2
H1
I.C.(TYP.)
'R TO CHART
FOR BAR SIZE
BRIARrSKCHAPEL'
by
Newland COMMUNITIES
PLAN
ki
D 6"
0 I
I
H1
I -
61 J
8" O.C.(TYP.)
F-
REFER TO CHART
FOR BAR SIZE
CLAY LINER NOTES:
NG GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT B" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
NORMAL
TOP DAM
SPILLWAY
SPILLWAY
BSS
POOL
EL'
BOTTOM
BOTTOM
MIN./MAX.
EL.
MIN./MAX.
EL.
WIDTH
BMP #21
447.50
454.00
452.00
40'
EMERGENCY SPILLWAY DETAIL
NTS
1 ISSUED FOR PERMITTING 1 2015.06 17
REV. NO. DESCRIPTIONS DATE
6" THICK CONCRETE
3000 psi @ 28 DAYS
TOP OF SPILLWAY
SPILLWAY SHALL
EXTEND TO BOTTOM OF
FILL SLOPE ON
Ed
- DOWNSTREAM SIDE
NOTE:
EXPANSION/CONTRACTION JOINTS PER
AMERICAN CONCRETE INSTITUTE (ACI)
STANDARDS FOR SLABS ON GRADE.
SEAL 1
SEAL
�-\N..........
iE ss/o*
4AL
036348
C; .• 06/17/2015 ;
FT •........ PJ
/y 1111111110
FLOW 1
10'
6" PERFORATED PVC
COLLECTOR PIPE
1
3'
4'
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
2'
PLAN VIEW
#57 WASHED STONE
30" CONCRETE
PRESSURE PIPE
#57 WASHED STONE �� I 112'
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
PROPOSED GRADE
ON DOWNSTREAM
SIDE OF DAM
=FLOW I 30" CONCRETE
6.7' PRESSURE PIPE
1.5'
6" SOLID WALL PVC
TO DAYLIGHT
MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
FABRIC WITH 18 -INCH BE PLACED ON OPENEND.
OVERLAP AT ALL SEAMS (TYP)
SECTION VIEW
FILTER DIAPHRAGM D ETAI L
NTS
A
v & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
v
70000
Dm�65
moz =>
=-nDym
=6500
zHam-n
. 00"
pm==
DDD
-< 1--q
0)0
O _
Z �
-n
m
o
M
0cl)�
m )DO 0m
V! _
N -1 0
C7 D
_ � Z
cn �
11 m v
=�v
M
_
m m H
Z z
Sao
crz
m r
W1 (FT.)
ELEVATION
17
H2
H1
I.C.(TYP.)
'R TO CHART
FOR BAR SIZE
BRIARrSKCHAPEL'
by
Newland COMMUNITIES
PLAN
ki
D 6"
0 I
I
H1
I -
61 J
8" O.C.(TYP.)
F-
REFER TO CHART
FOR BAR SIZE
CLAY LINER NOTES:
NG GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT B" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
BMP #23 PLAN & DETAILS
DATE:
JUNE 17, 2015
VICE PROD. #
ENDWALL DIMENSIONS
DRAWN
BSS
DESIGNED
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR
SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5
@ B"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5
@ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5
@ B"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5
@ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5
@ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5
@ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
BMP #23 PLAN & DETAILS
DATE:
JUNE 17, 2015
VICE PROD. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
z
065
as
"50
U-Jd1-4Z
0065=
0= LU <Z
a 012
1-4
cnHLLOJ
C, U)
2E
1 a~
Qo
LU
JY
o J o
U- .4
0
Q W a
N
0 LU
a
0 ~N
Q � �
z Z =
1-O
65 N
_ � T
cn y1-4 Oct w
C-1)0 VM
LU N
LU
0
LL
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
D4.2
STATUS:
FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY �

WET DETENTION
1 1 ISSUED FOR PERMITTING 1 2015.06.17
REV. NO. I DESCRIPTIONS I DATE
110or
455----
WET
55----
POND #23 PLANTING PLAN
SCALE = 1 " = 20'
SEAL 1
SEAL
��N.... �ARO��'%,,
EESS/0*(,
4AL
036348
C; .• 06/17/2015 ; I,_
A414t`&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
PLANTING SCHEDULE
JUNE 17, 2015
I
PLANT VARIETY 'B'
DRAWN
NOTES:
DESIGNED
CONTAINER SIZE AT
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
PLANTING
SHALLOW WATER PLANTINGS
L\rx LVA
SF
SWEETFLAG
Acorus subcordatum
83
24"-30" O.C.
1 QT.
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
PW
PICKERELWEED
Pontederia cordato
87
24"-30" O.C.
1 QT.
------
�'�Jf}
AND MAY BE APPROVED AS LISTED IN THE
"STORMWATER BEST MANAGEMENT PRACTICES
gBFI
BLUE FLAG IRIS
Iris virginica
89
24"-30" O.C.
1 QT.
+++++
SR
SOFT RUSH
Juncus effusus var.
97
24"-30" O.C.
1 QT.
pylaei or solutus
v� v
TSB
THREE SQUARE BULRUSH
Schoenoplectus
93
24"-30" O.C.
1 QT.
v v v
americanus
SHALLOW LAND PLANTINGS
LLLL
:LLLLL
SM
SWAMP MILKWEED
Asclepias incarnate
92
24"-30" O.C.
1 QT.
LLLL
CF
CARDINAL FLOWER
Lobelia cardinalis
90
24"-30" O.C.
1 QT.
SRM
SCARLET ROSE MALLOW
Hibiscus coccineus
87
24"-30" O.C.
1 QT.
JPW
DWARF JOE PYE WEED
Eupatoriadelphus dubius
90
24"-30" O.C.
1 QT.
ST
SPOTTED TRUMPETWEED
Eupatoriadelphus
84
24"-30" O.C.
1 QT.
maculatus
CUT & REMOVE ANY
COVERING AROUND ROOTS
OT
INSTALL PLANTS WHERE
CROWN IS FLUSH WITH SOIL \ '
SURFACE AMENDED TOPSOIL
MIN. 12 IN DEPTH
+ + + + +
�++
+ + + + + + + + + + + +
. + + + + + + + + + + + + +
+ + + + L + A. + + + +
ill=1 11=1 11=L I I �I 11=1 11=J 11=1 I I- L=1 11=l -_
TWICE ROOT DIAMETER I EXISTING SOIL
f
GENERAL PLANTING DETAIL
NTS
NORMAL POOL LEVEL
U
0
N
SHAL
PI ANIT \/
EACH VARIETY OF PLANT NOTED TO BE PLANTED
SHALL BE IN GROUPS AS SHOWN ON THIS SHEET.
I SHALLOW WATER
LIMITS OF 10:1 SHELF
SHALLOW WATER
JUNE 17, 2015
VICE PROD. #
PLANT VARIETY 'B'
DRAWN
NOTES:
DESIGNED
BSS
1. CONTINUE PLANTING SCHEME SHOWN FOR EACH
GCA
OF
THE 5 PLANT VARIETIES NOTED BELOW AROUND
0
ENTIRE LENGTH OF THE SHALLOW WATER PLANTING
ZONE
0
2. CONTINUE PLANTING SCHEME SHOWN FOR EACH
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
0ZONE
ENTIRE LENGTH OF THE SHALLOW LAND PLANTING
f'�\
\0
3. OTHER SPECIES WITH SIMILAR GROWTH HABITS
�'�Jf}
AND MAY BE APPROVED AS LISTED IN THE
"STORMWATER BEST MANAGEMENT PRACTICES
MANUAL" TABLE 9-1.
24•• O.C. (TYP) SHALLOW LAND
PLANT VARIETY 'B'
VEGETATED PLANTING SHELF DETAIL
GENERAL PLANTING NOTES:
1. AVOID COMPACTING TOPSOIL TO PROMOTE HEALTHY ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO ENSURE SURVIVAL.
3. SHALLOW WATER AND SHALLOW LAND AREAS TO BE PLANTED WITH BARE ROOT, PLUGS, OR
CONTAINER LIVE PLANTINGS AS SPECIFIED.
4. EXCAVATE A HOLE TWICE THE DIAMETER OF ROOT BALL AND EQUAL TO THE ROOT DEPTH OF THE
INDIVIDUAL PLANT. PLACE PLANT IN HOLE WITH CROWN FLUSH WITH SOIL SURFACE. BACKFILL WITH
TOPSOIL AND LIGHTLY PLANT.
5. BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTS HAVE
ADEQUATE TIME TO ESTABLISH BEFORE WINTER MONTHS.
6. OBTAIN PLANTS FROM: COASTAL PLAIN CONSERVATION NURSERY (252-482-5707), MELLOW MARSH
FARMS (919-742-1200), CURE NURSERY (919-542-6186) OR ENGINEER APPROVED SUBSTITUTE.
7. REFER TO EROSION CONTROL DETAIL SHEET D1.2 FOR SEEDBED PREPARATION AND SEEDING
SCHEDULES FOR AREAS NOT SPECIFIED IN THIS PLAN.
SHALLOW WATER PLANTING NOTES:
1. 70% OF PICKERELWEED SHOULD BE PLANTED WITHIN 5-6 INCHES BELOW NORMAL POOL.
2. 70% OF SWEETFLAG AND 70% OF SOUTHERN BLUE FLAG IRIS SHOULD BE PLANTED IN THE 2-3 INCHES
BELOW NORMAL POOL.
3. 70% OF SOFT RUSH SHOULD BE PLANTED AT THE NORMAL POOL ELEVATION.
SHALLOW LAND PLANTING NOTES:
1. PLANTS IN THIS GROUP SHOULD NOT BE PLANTED IN AREAS THAT ARE INUNDATED FOR EXTENDED
PERIODS.
BRIARr�CHAPEL�"
by
Newland COMMUNITIES
NTS
BRIAR CHAPEL
PHASE 15 NORTH
CHATHAM COUNTY, NORTH CAROLINA
BMP #23 PLAN & DETAILS
DATE:
JUNE 17, 2015
VICE PROD. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
D4.3
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1