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EXISTING WETLANDS
PERMANENT PERMITTED
STREAM IMPACTS
TEMPORARY PERMITTED
STREAM IMPACTS
— — — R/W LINE
HOA EASEMENT LINE
-- ---- — — -•-- - - — — — = PRIVATE UTILITY EASMENT LINE
PUBLIC DRAINAGE EASEMENT
— — -- — EXISTING POWER LINE EASEMENT
O OVERHEAD POWER LINE
----- - - - - -- 10' NO BUILD BUFFER LINE
----- - - - - -- RIPARIAN BUFFER LINE
— — — — — — BMP MAINENANCE & ACCESS EASEMENT
— ROADWAY CENTERLINE
_........... _. ...._ .. ................ EX. FORCE MAIN EASEMENT
f ,HC RAMP
. (T)'-.)
SIDEWALK CONNECTION
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7
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(TYP. BOTH SIDES)
f / f r�r 4' HOA EASEMENT
//0,/ ! r (TYP. BOTH SIDES)
25' BUFFER
FROM CEME TER Y
& STRUCTURE fjf
TO REMAIN
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BMP
MAIN N NCE & `f 15' EACH SIDE 20' FROM END OF
I ACCESS EASEMENT �_ J
PIPE OR LAST STRUCTURE (TYP.)
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Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
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100' CHATHAM COUNTY tw\ BRIDGE
RIPARIAN BUFFER (TYP.) (DESIGNED BY OTHERS)
10' CHATHAM COUNTY
NO –BUILD BUFFER (TYP.)
BMP MAINTENANCE &
ACCESS EASEMENT
(TYP.)
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(TYP.) A`�k�. ✓' `�x //i I
SIDEWALK CONNECTION
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SITE 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 THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. REFER TO THE FOLLOWING MCKIM & CREED, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT CONSTRUCTION BULLETINS
FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
— BRIAR CHAPEL — GRANITE MILL BOULEVARD AND BOULDER POINT DRIVE CONSTRUCTION PLANS SEALED JUNE 8, 2010
— BRIAR CHAPEL — PHASE 5 NORTH CONSTRUCTION PLANS SEALED MARCH 30, 2012
– BRIAR CHAPEL – PHASE 6 SOUTH CONSTRUCTION PLANS SEALED JANUARY 27, 2012
– BRIAR CHAPEL – BRIAR CHAPEL PARKWAY AND BOULDER POINT DRIVE EXTENSION SEALED JANUARY 1, 2012
3. REFER TO THE FOLLOWING JOHN R. MCADAMS COMPANY, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT CONSTRUCTION
BULLETINS FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
– BRIAR CHAPEL – RECLAMATION FACILITY EROSION CONTROL PLAN SEALED JULY 29, 2005
– BRIAR CHAPEL – PHASE 1 CONSTRUCTION PLANS SEALED OCTOBER 21, 2005.
– BRIAR CHAPEL – WEST EXTENSION GRADING PLAN (INTERIM) SEALED MARCH 1, 2007.
-- BRIAR CHAPEL – PHASE 3 CONSTRUCTION PLANS SEALED DECEMBER 4, 2006.
– BRIAR CHAPEL – PHASE 4 CONSTRUCTION PLANS SEALED JANUARY 15, 2007,
– BRIAR CHAPEL – WATER QUALITY PONDS 5 AND 6 CONSTRUCTION PLANS SEALED AUGUST 24, 2006.
– BRIAR CHAPEL – PUMP STATION CONSTRUCTION PLANS DATED APRIL 3, 2006.
– BRIAR CHAPEL – PHASE 4 – POD D CONSTRUCTION PLANS SEALED SEPT. 17, 2007.
-- BRIAR CHAPEL – PHASE 3 & 4 EROSION CONTROL PLANS SEALED JULY 26, 2007.
– BRIAR CHAPEL – PHASE 5 SOUTH SECTION 1 CONSTRUCTION PLANS SEALED NOVEMBER 9, 2009.
– BRIAR CHAPEL – PHASE 5 SOUTH SECTION 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2009.
– BRIAR CHAPEL – PHASE 6 NORTH SECTIONS 1 AND 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2012.
4. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS IN
RALEIGH, NC – CONTACT NIKKI THOMSON AT 919 - 846 -5900.
5. A PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS SHOWN ON FEMA FIRM MAP
#3710976500) DATED FEBRUARY 2, 2007.
6. ALL PROPOSED ROADWAY DIMENSIONS AS SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB, ALL PROPOSED
ALLEY DIMENSIONS AS SHOWN ARE MEASURED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.
7. 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. KEEP COPIES ON CONSTRUCTION SITE. ALSO
CONTACT NCDOT DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER AT 336- 629 -1423.
8. REFER TO PLAN AND PROFILE SHEETS FOR DETAILED SANITARY SEWER AND STORM DRAINAGE INFORMATION WITHIN PUBLIC
ROADS AND PRIVATE ALLEYS.
CHATHAM CQUNTY REQUIRED SITE NOTES��
1. PROPERTY OWNER /D P u( ��
NNP BRIAR CHAPEL, LLC C, '" O, 2L U
16 WINDY KNOLL CIRCLE 01 0 2. 092 F
CHAPEL HILL, NC 27516 t
PHONE: [phone] -a1 REr
�R§
2. SITE AKPAR #; 82826 -- _
NewlandCOMMUMTIES
BRIAR CHAPEL
GREAT RIDGE PARKWAY
CHATHAM NORTH COUNTY, r r ►
RIGHT-OF-WAY
173 A
OVErX1-%LL SITE PLAN
CALL N.C. ONE
CALL CEN"T"ER
BEFORE YOU DIG
STOP''
1 -800- 632 -4949
AVOID UTILITY
\ DAMAGE
100` 0 100' 200'
SCALE: 1" =100' (Horiz.)
DATE: DECEMBER 19 2012
MCE PRO]. #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
PRO]. MGR.
CHS
C 1 . 1
N/A
>TATU S: REVISION
FOR PERMIT ONLY 1
N&C FILE NUMBER
SCALE
C1 . X
HORIZONTAL:
DRAWING NUMB61
AS NOTED
VERTICAL:
C 1 . 1
N/A
>TATU S: REVISION
FOR PERMIT ONLY 1

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TO CHAPEL HIILL
14 p
ORARY DIVERSION NORTH
LOTH &
'HARDWARE CL
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EL INLET PROTECTION'
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FOR 15" PIPE TRI6E PRO 7EC r
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EASEMENT (TYP.)
Cl- 12
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ENTRANCE BUFFER
COUNTY NO-BUILD
BUFFER
CD
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143 LF 15 CMP
Cl 40'
Y 12" TEMPORARY
1 11
SEE CONS TRUC TION
ACCESS EASEMENT (TYP.)
ETAILS SHEET 04, 1
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BASIN #2 TEMPORARY DiVERS10 LLJ
DITC #4
GREAT RIDGE PARK WAY
0
STAGE 2 C0N51[RUQ110N SEQUENCE STAGE 2 PRO,TEC77ON FENCE <
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUC71ON PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS 1� GRADING, DRAINAGE &
EROSION CONTROL PLAN
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CHATHAM COUNTY SOIL
EROSION AND SEDIMENTATION CONTROL ORDINANCE.
3. Al I EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS
SHALL BE MADE IMMEDIATELY. STORM DRAINAGE NOTES:
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER 1. STORM DRAINAGE PIPES SHALL BE:
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDiTDNAL CORRECTIVE ACTION.
CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEAS.JRES NEEDED. RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBLIC RIGHT-OF-WAY OR CONNECTING INTO , . I I
EXISTING WETLANDS LIMITS OF DISTURBANCE
STRUCTURE INSIDE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH NCDOT STANDARDS.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER OF CALENDAR DAYS
-2000 PVC FOR PRIVATE STORM LINES WITHIN PRIVATE ALI EYS, ALL STORM DRAINAGE PERMANENT PERMITTED STAGE 1
AFTER COMPLETION OF GRADING PER THE SCHEDULE BELOW- A Bonn STREAM IMPACTS DIVERSION DITCH
CONSTRUCTION FOR A-2000 PVC SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S
GRADUAL SLOPES: (14) CALENDAR DAYS SPECIFICATIONS. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM 03212. PIPE AND FITTINGS TEMPORARY PERMITTED STAGE 2 DIVERSION DITCH
MODERATE SLOPES: (10) CALENDAR DAYS SHALL BE INSTALLED PER AASHTO SECTION 30 AND AASHTO SECTION 12. STREAM IMPACTS
STEEP SLOPES: (7) CALENDAR DAYS
TEMPORARY CONSTRUCTION ENTRANCE
SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND SEDIMEI118TATION CONTROL ORDINANCE. STAUE 2 !QQN5]]3UrkT1QN 5EQUMCE (!QQNU- 2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH. - - - R/W LINE 2, L
6. CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER AND 21. ONCE ALL UPSTREAM AREAS HAVE BEEN SIGNIFICANTLY STAB17 ZED NTH IMPERVIOUS COVER 3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. HOA EASEMENT LINE 11610 STAGE 1 CHECK DAM
CHATHAM COUNTY. OR VEGETATION, CONSTRUCT THE LEVEL SPREADERS/VEGETATIE. D FILTER STRIPS. NO SEDIMENT 4. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND
SHALL DRAIN INTO THE LEVEL SPREADERS/VEGETATED FILTER 5TRIPS ONCE CONSTRUCTED. IF SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MAINUFACTURER'S - - - - - - - - - - -
7. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL FROM CHATHAM COUNTY SOIL SEDIMENT ENTERS THE LEVEL SPREADERS/VEGETATED FILTER STRIPS AFTER THEY ARE SPECIFICATIONS. PRIVATE UTILITY EASMENT LINE STAGE 2 CHECK DAM
CONSTRUCTED, IT SHALL BE THE RESPONSIBILITY OF THE CON-17RACTOR TO REMOVE ALL
EROSION & SEDIMENTATION CONTROL. SEDIMENT LADEN SOIL AT NO ADDITIONAL COST TO THE OWNER. 5. ALL BACKIFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE PUBLIC DRAINAGE EASEMENT STAGE 1 ARC FILTER INLET PROTECTION
8. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 22. ONCE 6.LL GROUNDCOVER HAS BEEN ESTABLISHED, AND OTHEF CONSTRUCTION IS COMPLETE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. UTILIZED MATERIAL SHALL BE
CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW
9. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF CONTACT CHATHAM CF6NTY EROSION CONTROL OFFICER AND ENGINEER BEFORE REMOVING OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROWING. EXISTING POWER LINE EASEMENT STAGE 2 ARC FILTER INLET PROTECTION
EROSION CONTROL MEASURES AND STORM DRAINAGE. CONTRACTOR IS TO CALL 1- 800-632-4949 FOR 'NC ONE ANY TEMPORARY EROSION CONTROL MEASURES. 6. MATERIALS DEEMED AS UNSUITABIE FOR BACKFILL PURPOSES BY THE OWNER'S REPRESENTATIVE OE OVERHEAD POWER LINE HARDWARE CLOTH & GRAVEL
CALL" TO HAVE UTIUTIES LOCATED. 23, AFTER SITE IS COMPLETELY STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. INLET PROTECTOIN
10. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, LANDSCAPE PERMANENT VEGETATION AS REQUIRED AND ON ANY RESULTIN311 BARE AREAS. BNIP MAINTENANCE STAGE 1 RIPRAP OUTLET PROTECTION
BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBA",ICE. 7, BACKFILLING OF TRENCHES SHALL BE ACCOMPILISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL
24. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND SHAI-L BE MAINTAINED UNTIL SOIL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ACCESS EASEMENT
13. AS SITE GRADING PERMITS, INSTALL TEMPORARY CULVERT #3 ALONG WITH INIETI AND OUTLET PROTECTION DEVICES IS NEEDED AT OTHER LOCAT1ONS THROUGHOUT THE BRIAR CH.,APEL DEVELOPMENT, WHICH WILL OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED STAGE 2 RIPRAP OUTLET PROTEC11ON
AS SHOWN IN THESE PLANS. BE PERMITTED SEPARATELY. TO 100% STANDARD PROCTOR. 10' NO BUILD BUFFER LINE
14. INSTALL TEMPORARY DIVERSION DITCHES #11 AND #12 SEED' MULCH AND INSTALL REQUIRED LINERS IN THESE D. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO g13E IN UMBACKRLLED TRENCHES AFTER ~�~~ ~�~� ~~~~~ ~��' ~~~�^ ~�� RIPARIAN BUFFER LINE STAGE l STORM DRAINAGE p1pE
DITCHES. INSTALL CHECK DAMS IN DITCHES AS SHOWN AND DETAILED ON PLANS. PIPE HAS BEEN PLACED.
TREE SAVE NOTE COMBINATION 3| EE
15. PRIOR TO GRADING NEAR STREAM CROSSING, CONTRACTOR SHALL INSTALL WATER MAIN BY O|REC�0mxL BORE. g. ALL FLARED END SEC�Om8 DISCHARGING INTO WATER QUAUTY PONDS 9NLL HAVE 4 CONCRETE PAD ---------�F/TpF-------- PROTECTION FENCING
��/v` STAGE 2 STORM 0��|MA�� p|p�
REFER T0 SHEET CI1 FOR APPROXIMATE BORE PIT LOCATIONS AND SHEET D3.' FOR BORING CONSTRUCTION 1 CONTRACTOR SHALL ��V� [%|��N� SPECIMEN TREES ALONG 8R|��� CHAPEL p�R��4y�ED|�N wMERE POURED UNDERNEATH THE FLARED END SECTION IN ACCORDANCE M8?H PAONDED CONSTRUCTION
DETAILS. CONTRACTOR SMALL ENSURE THAT N0 SEDIMENT LE�VES THE CONSTR���0N SITE OUR/WS THIS PROCESS, � DETAILS. TpF TREE PROTECTION FENCING QEQD OPEN ENDED SDDRh1 DRAIN
' � DEEMED FEASIBLE AS DIRECTED @Y OWNER. '
16. INSTALL STORM DRA|NAGE, SANITARY SEWER. AND WATER MAIN PIPING AND 8T8JJCTURES AS SPECIFIED IN THESE 10. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED,
PLANS. AS STORM DRAINAGE INLETS ARE COMPLETED, INSTALL INLET PROTECTION DEVICES TO ENSURE N0-- ------ --480-- -- ------ EXISTING CONTOUR
SEDIMENT ENTERS THE SYSTEM. 11. RIM ELEVATIONS FOR GRATE INLETS WITHIN ALLEYS SMALL MATCH INITIAL LIFT OF BINDER COURSE.
AT TIME OF FINAL SURFACE LIFT OF ASPHALT CONTRACTOR SHALL RAISE GRATE INLET TO
' 480 PROPOSED CONTOUR
17. AS FINAL GRADES AND SLOPES ARE ESTABLISHED, THE CONTRACTOR SHALL SEED, MULCH AND INSTALL ROLLED MATCH FLUSH WITH FINAL SURFACE PAVEMENT ELEVATION.
EROSION CONTROL PRODUCTS ON SLOPES GREATER THAN 10 FEET IN HEIGHT.
12 STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED' OPERATED AND MAINTAINED BY HOME CALL N.C. ONE
18. CONSTRUCT ROAD BEDS. INSTALL ABC STONE FOR ROADS AS SHOWN ON PLANS. INSTALL SIDEWALKS AND OWNER'S ASSOCIATION OR AGENT THEREOF CALL MN70
MUL11-USE TRAIL AS SHOWN ON PLANS ---
' ����F�lF�+
13 LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER OF STORM STRUCTURES
19. REMOVE TEMPORARY CONSTRUCTION ENTRANCES AND INSTALL BINDER COURSE OF ASPHALT PAVING. AND TO ENDS OF FLARED END SECTIONS. SLOPES CALCULATED ARE BASED ON THIS LENGTH, STOP
50" O 50' 100'
20. CARRY OUT FINAL QRADNG, RESPREAD TOPSOIL IN NON-STRUCTURAL LOCATIQwS. CONTRACTOR TO REFER T0 14` C3 DENOTES CATCH BASINS TO BE INSTALLED IN THE CENTERS OF PAVED ALLEYS AND NON-PAVED AVOID UTIUTY
G2OTECHN|CAL RECOMMENDATIONS FOR DEPTH COMPACTION REQUIREMENTS FOR TOPSOIL SpREAD|NC. AREAS. REFER T0 NCD0T DETAILS 840.10 AND 840.22 ON SHEET D-3,
21. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH REQUIREMENTS SHOWN ON THESE PLANS. 15` C/ DENOTES CURB INLETS TO BE INSTALLED IN THE CURB LINES OF ROADWAYS. REFER TO NCD0T ~�~�~~~~~~~�~ SC/\[E: 1"=50^ /Hor|z'\
DETAILS 840.02 AND 840.03 ON SHEET D-J.
SEAL
Azall
N4q�&CREED
1730 Varsity Drive, Suite SOO
Raleigh, North Carolina 276O6
Phone: (919)23]-8D91,Fax: [phone]
F-12Z2
mp
fly
Newland commum-nES
DATE: DECEMBER 19, 2012
MICE PRO]. #
02735-0080
DESIGNED
GCA
CHECKED
CHS
HORIZONTAL:
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w&CpILE NUMBER
C3~X
CRAwING 14UMBER
C3.3
REVISION

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C,
IN
DITCH #7
PROTECTION FENCE
STALLED IN STA13E 1 _•&moo
(TYP.
'D IN S TA GE I
CI 63 v Ir--CHECK DAM INSTALLED
LEGEND:
................... EXISTING WETLANDS LIMITS OF DISTURBANCE
PERMANENT PERMITTEC,
STAGE 1 DIVERSION DITCH
STREAM IMPACTS
TEMPORARY PERMITTEC, STAGE 2 DIVERSION DITCH
STREAM IMPACTS 100'
R/W LINE Eo ERE 7e— U TEMPORARY CONSTRUCTION ENTRANCE
HOA EASEMENT LINE STAGE 1 CHECK DAM
— — — — — — — — — — — PRIVATE UTILITY EASMENT LINE
OE
PUBLIC DRAINAGE EASEMENT
EXISTING POWER LINE EASEMENT
OVERHEAD POWER LINE
BMP MAINTENANCE &
ACCESS EASEMENT
10' NO BUILD BUFFER LINE
RIPARIAN BUFFER LINE
—SF/TPF COMBINATION SILT/TRE-_
PROTECTION FENCING
TPF— TREE PROTECTION FENDING
EXISTING CONTOUR
480 — PROPOSED CONTOUR
if
OESD
STAGE 2 CHECK DAM
STAGE 1 ARC FILTER INLET PROTECTION
STAGE 2 ARC FILTER INLET PROTECTION
HARDWARE CLOTH & GRAVEL INLET PROTECTOIN
STAGE 1 RIPRAP OUTLET PROTECTION
STAGE 2 RIPRAP OUTLET PROTECTION
STAGE 1 STORM DRAINAGE PIPE
STAGE 2 STORM DRAINAGE PIPE
OPEN ENDED STORM DRAIN
SEAL
77'
SEAL
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9/2012<
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CONNECONNECTION CI-54
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CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
DAMAGE /
50' 0 50' loo,
1 0 0 01
ME MM I
SCALE: 1"=50' (Horiz.)
DATE: DECEMBER 19, 2012
MCE PROD. #
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IN
DITCH #7
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STALLED IN STA13E 1 _•&moo
(TYP.
'D IN S TA GE I
CI 63 v Ir--CHECK DAM INSTALLED
LEGEND:
................... EXISTING WETLANDS LIMITS OF DISTURBANCE
PERMANENT PERMITTEC,
STAGE 1 DIVERSION DITCH
STREAM IMPACTS
TEMPORARY PERMITTEC, STAGE 2 DIVERSION DITCH
STREAM IMPACTS 100'
R/W LINE Eo ERE 7e— U TEMPORARY CONSTRUCTION ENTRANCE
HOA EASEMENT LINE STAGE 1 CHECK DAM
— — — — — — — — — — — PRIVATE UTILITY EASMENT LINE
OE
PUBLIC DRAINAGE EASEMENT
EXISTING POWER LINE EASEMENT
OVERHEAD POWER LINE
BMP MAINTENANCE &
ACCESS EASEMENT
10' NO BUILD BUFFER LINE
RIPARIAN BUFFER LINE
—SF/TPF COMBINATION SILT/TRE-_
PROTECTION FENCING
TPF— TREE PROTECTION FENDING
EXISTING CONTOUR
480 — PROPOSED CONTOUR
if
OESD
STAGE 2 CHECK DAM
STAGE 1 ARC FILTER INLET PROTECTION
STAGE 2 ARC FILTER INLET PROTECTION
HARDWARE CLOTH & GRAVEL INLET PROTECTOIN
STAGE 1 RIPRAP OUTLET PROTECTION
STAGE 2 RIPRAP OUTLET PROTECTION
STAGE 1 STORM DRAINAGE PIPE
STAGE 2 STORM DRAINAGE PIPE
OPEN ENDED STORM DRAIN
SEAL
77'
SEAL
WA
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028419
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9/2012<
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NOT TO SCALE M
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12" TEMPORARY""' KIMMEP SEDIMENT
SLOPE DRAIN
BA SIN #4
...... __ __ j
0
(10 ­ - - - - -
PUBLIC DRAINAGE EA SEMEN T
CI-65
(TYP
04
­-A
—455,'_ TEMPORARY
5_
DI VERSION
_
A- DI TCH #8 J
4, k
,PROTECT EX.
—57
Cl 67 4,
FORCE MAIN
Cl— 52
F
465-
TEVP ORA P Y k RIPRAP OUTLET gip` PRO TEC TION
OESt — 5 7A CLEAN WA TER
1 15
PIPE TO BE CAPPED &
DIVERSION DITCH #21
I I
PLUGGED FOR FUTURE f
CONNECONNECTION CI-54
4/A TER
)N DITCH #20 CLEAN TER
DI VERSION
DITCH #22
LEVEL SPREADER/
OESD-53A VEGE TA TED FIL TER
STRIP #1. SEE
,PIPE TO BE CAPPED &
PLUGGED FOR FUTURE N" SHEET 94.4
CONN�C Tloq
'ARKWAY FES— J,
'TEMPORARY 3 H-50A
4 ..
By
t___
Newland COMMUNI-nES
455— — —
vvmlarx rx,(7
DI VERSION
DITCH #22
777-,-- OESD-68A
PIPE TO RE C APPED &
PLUGGED FOR FUTURE, f f
f"ONNECTION
"CLEAN WA TER
DIVERSION
DI TCH #22
TEMPORARY
__ - -CONSTRUCTION`- ....
ENTFANCE
4-
(Omni
ci Z/1
REPLACE EX. INLET
FRAME & GRA TE
W1 TH SOWN
FRAME & COVER
y", v
A.
A
X
A 11 -1 W,
tPPbRA R Y
DI VERSION
DITCH #9,
eo�
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
DAMAGE /
50' 0 50' loo,
1 0 0 01
ME MM I
SCALE: 1"=50' (Horiz.)
DATE: DECEMBER 19, 2012
MCE PROD. #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
PROD. MGR.
CHS
of
SCALE
HORIZONTAL:
1" = 50'
VERTICAL:
N/A
NX FILE NUMBER
C3 3-X
CRAVOING NUMBER
C3.4
STATUS: REVISION
FOR PERMIT ONLY 1

\ \ ) \
t'A_CTOR TO PROTECT
COWT
EX. SANITARY SEWER PLA CED
CHATHAM COUNTY
FORCE MAIN SUELA'(ER OF 6" FS-2 FILTER STONE LINING
INSTALLED TO OIMEPIS19NS SHO WN. RIPARIAN BUFFER
Co
--ACCESS EASEMENT (TYP.)-
0' NO-BUILD BUFFER,
4 ­,DETAIL 83&80 FOR
JO PIPE
PRESSURE PIPE
"PWNCIPLE SPILL WA Y
Qoi
SEE DETAILS
THIS, SHEET
BO TTOM
SPILL WA Y
luo
BOTTOM EL. 410,0'
AP OUTLE
jETA IL S
�WH ET I.
/ / / | \ /- \
5 PR/K47E UTIL/Ty EA SEMEN
4' ' '
HOA EA SEMEN,
mu 9/H
WET DETENTION POND 12 PLAN V1 EW
SCALE = 1^ = 40'
/
100—YR, 24—HR STORM BL 420.05' '
|
1—YR. 24—HR STORM B— 416.77 . �
NORMAL POOL EL. 414.50'
BOTTOM OF POND — EL 410.0'
r-----
.
28.0'
I
1O'0`
�
�
HAND CRANK FOR
GATE VALVE
GALVANIZED 4'x4`x3/6"
TRASH RACK
TOP EL=416.33'
2.5' WIDE X 0.33' TALL RISER OPENING
UNE SIDE ONLY 8^ D| GATE VALVE
BOTTOM EL 416.00 4.0' W/HANDCRANK
6.0" LOW FLOW ORIFICE EL. 414.50'
PRECAST ETE
BOX
8" DI GATE VALVE
8" PVC TO POND BANK
0 EXPANSION------
FILL WITH GROUT HORS TYPICAL
|— EACH SIDE
—� �ANGLE IRON
`.ANGLE IRONS: , ,
" " ' 4 X 4^ X 5/R" X
4 X 4 X 5/R~ X 4 LONG , /—
| | ' J LONG TYPICAL
TYPICAL EACH �[O�
/
_/
J0' , CDN{�RETE
'
FASTENERS'
EACH SIDE
PRESSURE PIPE -�---� -~---�'
' 1 , 0 EXPANSION ANCHORS
INV.= 411.00 �
��FcCT @> "
0. C. PLAN VIEW
RUBBER GASKET
PLACE CEMENT "
MORTAR
CONCRETE PRESS-)URE
PIPE DETAIL
NTS
15�
' ` | 13' 4`
__
T0� OF BANK
� | E­ 421.0' | 3
-----------------------------
EMERGENCY SPILLWAY EL. 419.0'
�
�
PRINCIPLE SPILLWAY
SCALE = 1^ = 2`
\ PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
`\--CONCRETE CRADLE TO RUN �~--~� \-- O" PVC TO DAYLIGHT
EL 411.00' LENGTH OF PIPE
SEE DETAIL THIS SHEET
NOTE: SEE DAM EMBANKMENT
PRINCIPLE SPILLWAY DETAIL /�H��T �-4.�\
SEE DETAIL THIS SHEET ' '
SECTION AT PRINCIPLE SPILLWAY
SCALE = 1" == 4^
SET
OESS
17jU Varsity Drive, Suite 5UU
Raleigh, North Carolina 276O6
Phone: (919)2J3-0O91,Fax: [phone]
F-1222
MAINTAIN MIN. 1' OF
COVER OVER PIPE
3O—|N RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
12 DRY DENSITY AT PLUS 2%-3% OF
MIN� OPTIMUM MOISTURE CONTENT TO TOP OF PIPE
SELECT FILL PLACED AND COMPACTED AT
CONCRETE CRADLE—/ ------95a S|*mu*Ru PROCTOR MAX ux/
/k|N 2000 PSI CONCRETE) DENSITY AT UPlkUJ TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
OF PIPE PRIOR TO TRENCH EXCAVATION
CONCRETE CRADLE DETAIL
NTS
CONCRETE ENDWALL
PER NCDOT STANDARD 838.80
.---EL. 410. 0'
R|PRAP OUTLET
PROTECTION. SEE
DETAIL THIS SHEET
FLOW
PLAN VIEW
CONCRETE ENDWALL FOR
30" PIPE PER
NCOOT DETAIL 838.80
20"
BRIAR CHAPEL
GREAT RIDGE PARKWAY EXTENSION
CHATHAM COUNTY NORTH CAROLINA
NTS
DATE: DECEMBER 19, 2012
MCE PRO]. #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
SCALE
N&C FILE NUMBER
D4.X
HORIZONTAL:
CRAWING NUMBER
AS NOTED
VERTICAL:
D4. 1
STATUS: REVISION
FOR PERMIT ONLY 1
�

TOP OF DAM
TOP CONCRETE
3.0 EL. . 419.00'
1 100 —YF STORM EL. 420.05'
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER)
6" THICK CONCRETE
3000 psi 0 28 DAYS
414.50' "
11­11S SHLL I
6" THICK CONCRETE
3000 psi @ 28 DAYS
50'
SECTION A -A
12' 22' 15.2'
3 TOP OF SPILLWAY EL, 419.00'
Ij
j e lil i--` j 1.0' (MIN.)
I r
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER) NOTE:
EXPANSION /CONTRACTION JOINTS PER
SECTION B— B AMERICAN CONCRETE INSTITUTE II
STANDARDS FOR SLABS ON GRADE,
EMERGENCY SPILLWAY DETAIL
NTS
SE4L
SEAL
\A CA90
Ess
— 028419 —
c`. 121191201 2 c�
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
TOP OF DAM EL. 421.00'
2'
#57 WASHED STONE
LIMITS OF 6" SOLID WALL PVC
CONCRETE CRADLE 3 TO DAYLIGHT 3.4' VARMINT SCREEN TO
BE PLACED ON OPENEND.
FLOW ( I ,' 30" CONCRETE
10 111 PRESSURE PIPE
— :7LIMITS OF
CONCRETE CRADLE
6" PERFORATED PVC
COLLECTOR PIPE
#57 WASHED STONE
PLAN VIEW
�I
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
PROPOSED SRADE
ON DOWNSTREAM
SIDE OF DAM
FLOW I 30" CONCRETE
6.7' PRESSURE PIPE
6" SOLID WALL PVC
TO DAYLIGHT
MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
FABRIC WITH 18 -INCH BE PLACED ON OPEN END.
OVERLAP AT ALL SEAMS (TYP)
SECTION VIEW
FILTER DIAPHRAGM D ETAI L
NTS
EXISTING GROUND
DAM EMBANKMENT NOTES:
CLAY LINER NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
REMOVED.
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
SIZE,
THE WET DETENTION POND AREA UP TO ELEVATION 454.50. THE LINER CAN
2) ALL MATERIAL SHALL BE COMPACTED IN 6 -8 INCH LIFTS TO 95% OF MAXIMUM
BE ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D -698 ). THE CLAY CORE ZONE
ACHIEVE A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
LINER MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
THE EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
3.00/3,75
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
3) EMBANKMENT FILL:
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.72 CM/DAY.
@ 8"
THE PROPOSED MATERIAL FOR THIS LINER SHALL BE TESTED BY THE
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
ONSITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
THIS TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
PRIOR TO PLACEMENT, UPON COMPLETION OF LINER INSTALLATION, A LAYER
@ 8"
OF TOPSOIL MAY BE ADDED OVER THE LINER TO PROVIDE A HEALTHY
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
MEDIA FOR VEGETATION GROWTH.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
6.5016.76
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
#5
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
',1.50/2.50
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
1.7512.50
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
7.50/8.25
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
#5
Meadow Mix ERNMX -182
2.5013.50
&,
Newland COMMUNITIES
r
a
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= Cn O a
F,-4, r m
as
-n
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NOTES; Q
W1 (FT.) D &" THIS PRECAST ENOWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
" INSTALL PRECAST ENGWALLS WITH WENGS AND PAY Q�tfJ
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. UJ QLL Z
-t— " USE 4000 PSI CONCRETE. 4c
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 F = 2 Uj
- FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING ELI. Q J
-.. -..t TO ASTM A18S WITH 2" MIN. CLEARANCE. 000) §
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
L H2 I H2 OSHA STANDARD 1926.704. X0-4
/RCP * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY LUQ
H1 H1 I CONTRACTOR
ALL ELEMENTS PRECAST TO MEET ASTM 5313.
- WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
.,,.., „- .,.. _,,......._ —.- 1•_0'• - - ..- .m......__�...m..., n AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
W ' CHAMFER ALL CORNERS 1" OR HAVE A W, IUS OF 1 "`.
A'' ell O.C. (Tm) Q \\-- REFERCTO�CHAR'T
REFER TO CHART
FOR BAR SIZE FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT S" CTS.THE CORTRACTOR WILL HAVE THE OPTION
ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. U.
PLAN
to fiQ
FT.
MINIMUM
ENWALL DIMENSIONS
j MIN./MAX. MIN.IMAX.
MIN. /MAX.
MIN. /MAX.
MIN. /VAX.
PIPE DIA.
BAR
SIZE,
H1'(FT )
H2(FT.)
0 (FT.)
W1
W2
1.0
T #5
0 8"
1.25/2.00
2.00/3.75
1.26/1.75
3.00/3,75
5.50/6.00
1.25
05
@ 8"
11.2. 512.00
3.0013.75
1.25/2.00
3.50/3.75
6.5016.75
1.50
#5
@ 8"
,11.25/2.00
3.0014.25
1.5012.60
3.50/3.75
6.5016.76
2.0
#5
@ 8"
',1.50/2.50
4.00/4.75
1.7512.50
4.00/4..25
7.50/8.25
2.5
#5
@ 8"
2.5013.50
4.00/5.00
2.0013.00
4.50/5.50
10.00111.50
3.0
#5
@ 8"
: 3.5,0/3.50
5.00 /6.00
2.7513.50
E. 2515.75
1_1.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.0016.75
3.2513.50
6.00/6.75 mm
12.00/13.25
4.0
4.5
#5
#5
@ 8'
@ 8"
3.5014.50
14.00/5.00
6.5017.1)0
6.5018.50
3.25/3.50
3.2514.00
6 5018 75
7.00/9.25
13.00/13.26
13.50/15.75
5.0
#5
@ 8"
i 4.50/5.00
7.0018.50
3.2514.00.
7.2519.25
? 13.75/15.75
5.5
#5
@ 8°
?4.5015.00
7.5018.50
3.2514.00
7.25/8.25
14.00115.75
6.0„
#6
@ 8
1 4 50 /5 DO
1 7 5018 50
3 25/4 00
7.75/9.25
+ 14.75/16.75
BRIAR CHAPEL
GREAT RIDGE PARKWAY EXTENSIO
CHATHAM r CAROLINA
i r FIN It L 1► i
ZOX
"
W
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w
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Lu
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d F a
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F �
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U.
DATE: DECEMBER 19, 2012
MCE PRO]. #
02733 -0080
'DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
PROJ. MGR.
CHS
Y
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
N &C FILE NUMBER
a4.X
CRAVVINER
D4.2
REVISION
FOR PERMIT

.. . . . . . . . . . .
........... ...... ......
01
777' `7 77, :f
--41
41
ST
41 S
+\ ....... . .............
t.............. . . . . . .
42 OF
% IVI 42 14FI
42 SR
+t SR
LL�
LL:L+
—4
40 JPW
NORT
. . . . . . . . . . .
1Z.
. . . . . . . . . .
Lx
13 JP
4
ST,
WET DETENTION POND #12 PLANTING PLAN
SCALE = 1 = 30'
7,77%
_7
SEAL
ESS
028419
75� :•c
am,
`-Z
-v
F
P V
www.mckimcreed.com
PLANTING SCHEDULE
MCE PRO]. #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CONTAINER SIZE AT
SYM.
I ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
PLANTING
SHALLOW WATER PLANTINGS
SF
SWEETFLAG
Acorus subcordatum
170
24"-30" O.C.
1 OT.
PW
PICKERELWEED
Pontederid cordata
173
24"-30" O.C.
1 QT.
BFI
BLUE FLAG IRIS
Iris virginica
168
24"-30" O.C.
1 QT.
+ + + + ++ ++
SIR
SOFT RUSH
11uncus effusus var.
153
24"-30" O.C.
1 QT.
p _&ei or solutus
TSB
THREE SQUARE BULRUSH
I
Schoenoplectus
166
24"-30" O.C,
1 QT.
v v v N
amenconus
SHALLOW LAND PLANTINGS
LL LL
SM
SWAMP MILKWEED
Asclepios incarnate
134
24"-30" O.C.
1 QT.
LLLL
OF
CARDINAL FLOWER
Lobello cardinalls
182
24"-30" O.C.
1 QT,
SRM
SCARLET ROSE MALLOW
Hibiscus coccineus
162
24"-30" O.C.
1 OT.
jpW
DWARF JOE PYE WEED
Eupatoriodelphus dublus
173
24"-30" O.C.
1 QT.
ST
SPOTTED TRUMPETWEED
Eupotoriodelphus
162
24"-30" O.C.
1 QT.
maculotus
INSTAII PLANTS V IFRE
CROM IS FLUSH ffffl SOIL
SUPFACE
"UT & REMOVE ANY
cov'6-IN3 'knu R'oo7m
AMENDED TOF'SOIL
MIN, 1 � IN DEP-111
.11. IM
"'m I Eli
GENERAL PLANTING DETAIL
NTS
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, SLUGS, 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 (252-482-57107), MELLOW MARSH
FARMS (919-742-1200), CURE NURSERY (919-542-6186) OR ENGINEER APPROVED SUBSTITUTE.
7. REFER TO EROSION CONTROL DETAIL SHEET D-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 BELO'N NORMAL POOL.
2. 70% OF SWEETFLAG AND 70% OF SOUTHERN BLUE FLAG IRIS SHOULD BE PLANTED IN THE 2-3 ITCHES
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.
04 Imo,
by
Newland commuNmES
BRIAR CHAPEL
GREAT RIDGE PARKWAY EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
r"
DATE: DECEMBER 19, 2012
MCE PRO]. #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
PROJ. MGR.
CHS
0111RIWOVI]IIIIIIII
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
N&C FILE NUMBER
D4 .X
rRAWING NUMBER
D4.3
STATUS: REVISION
FOR PERMIT ONLY 1

77i
.BBL. CI-51
SDMH 50A'
RIM 455.50
/A/I/ 1A1 dz., q Rn
8" SOLID PVC OUTLET
FROM SDAIH-50A
---LEVEL SPREADER FOREBAY
CLASS A RIPRAP 12" DEEP
TO THE LIA41TS SHOWN
IN 4441.00—
6
PERFORA TED P VC
UNDERDRAIN :PIPE
TO DA YL I ",OH T
L E VEL SPREA E7ER
EX. PUWP,-S TA TION
PRO TEC T EX.
• FORCE MAIN
SEAL
.......... .
Iss
028419
1211912012:
1
TEMPORAR K
011 VFRT #3
LEVEL SPREADER
OR SCOUR HOLE
Al Bi C1
9 0 0
A2 B2 C2
A3 B3 C3
ti INV. 44350
FES-50
k,
INV 445.00
RIPRAP OUTLET PROTECTION
` A
OpE
B
PUBLIC DRAINAGE UM 1FnEA SEMEN T (TYP.) SLRW
0
C C
0
VEGE TA 77 VE FIL TER STRIP NOTES:
o w w i ` Ilk 1. THE VEGETATED FILTER STRIP SHALL HAVE A UNIFORMLY GRADED SLOPE. ALL SLOPES Al—A3,
0 BI—B3 & C1—C3 SHALL HAVE EQUAL ELEVATIONS.
0 4 o
w j f 2. THE VEGETATED FILTER STRIP SHALL BE GRADED PER THE SLOPES SHOWN ON THE PLAN VIEWS.
0 18�
3. THE VEGETATED FILTER STRIP AND ANY ADJOINING SIDE SLOPES SHOULD BE COVERED WITH A
MINIMUM OF 6" OF TOPSOIL.
4. THE TOPSOIL SHOULD BE AMENDED WITH:
5 —2 CUBIC YARDS OF PEAT MOSS/1,000 SF OF TOPSOIL
—75 LBS GROUND LIMESTONE/1,000 SF OF TOPSOIL
—40 LBS 5-10-10 STARTER FERTILIZER/1,000 SF OF TOPSOIL
5. VEGETATED FILTER STRIP SHALL BE PLANTED WITH TALL FESCUE SOD ON TOP OF AMENDED TOPSOIL.
SOD SHOULD BE GROWN IN NON—CLAYEY SOILS OR SHOULD BE WASHED SOD.
3A4P MAINTENANCE &
L 6. THE SOD SHOULD BE WATERED SEVERAL TIMES A WEEK FOR 1 TO 3 WEEKS, KEEPING THE TOP 1.5 INCHES OF
AI CESS EA SEMEN T SOIL MOIST, UNTIL ROOTS BEGIN TO BECOME ESTABLISHED.
Fm
VEGETATIVE FILTER STRIP
NTS
LEVEL SPREADER /VEGETATIVE FILTER STRIP #1
SCALE: 1 "=20'
46,
KIA&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
'1�
A*450'40
NORTH
LIP ELEV. 0.5' OR GREATER BELOW
CONCRETE BYPASS A D RON ELEV. —
-as 10' TYP. —
EXISTING
BLIND SWALE
TO BE SODDED
BRIAR _+�,CHAPEL
NEENNEXI
. 'mm
Newland COMMLNITIES
4" COURSE
SAN D ---\ 1.0' 1 TYP
1" WASHED
GRAVEL
r-" Dppr7r)DATc-n -
PVC PIPE. MAINTAIN
0.5% SLOPE TOWARD
OUTLET
LEVEL BLIND SWALE
SPREADER BOTTOM EL.
1 445.25'
8
CONCRETE LIP
TOP EL.
446.25'
LEVEL SPREADER SECTION VIEW
NTS
FX, 0 11650-10 W-10
1
1 0010k, 121
•
CONCRETE
3" LAYER #57 STONA
UNDERLAIN WITH
FILTER FABRIC
ENGINEERED
r
DATE: DECEMBER 19, 2012
MCE PRO1 #
02735-0080
DRAWN
GCA
DESIGNED
GCA
CHECKED
CHS
PROD. MGR,
CHS
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
N&C FILE NUMBER
D4.X
CRAWING NUMBER
D4.4
'STATUS :: RE-VISION
FOR PERMIT ONLY 1