20050732 Ver 22_Stormwater Site Plans_20110719

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PROJECT AT D A~ G OE
NAME OF PROJECT:
MANNS CHAPEL C0.1 COVER SHEET
A. Chatham County D. NCDENR ROAD J BRIAR CHAPEL DEVELOPMENT - C0.2 EXISTING CONDITIONS PLAN
Services Division of Water Qualit J Environmental y , PHASE 6 SOUTH
Dunla Buildin 2321 Crabtree Blvd., Suite 250 = p g ~ J CHATHAM COUNTY, NORTH CAROLINA G1.1 CITE PLAN
80 East Street Raleigh, NC 27604. , ~ W C1.2 SITE PLAN -
Pittsboro NC 27312 919 791-4200 hone NORTH ' ( ) p i Q OWNER: C'1.3 LOT TABLES
[phone] phone Contact: Annette Lucas ~ _
n Email: Annette. Lucas ncdenr, o U amonta e ntact: Dan L Co g @ g Q NNP BRIAR CHAPEL, LLC G2.1 UTILITY PLAN
Email: [e-mail]~ _ POLKS LAND ~ E. NCDENR ING 16 WINDY KNOLL CIRCLE C2.2 UTILITY PLAN
B. Chatham Count .Division of Environmental Health ~ ' ROAD CHAPEL HILL, NC 27516 G3.1 GRADING, DRAINAGE & EROSION CONTROL=ST,4GE 1 ~
Y I Soil Erosion and Sedimentation Control Public Water Su I Section PHONE: [phone] C3.2 GRADING, DRAINAGE & EROSION CONTROL-STAGE 2 ~
ppY I Dunla Building 1634 Mail Service Center ~ ROAD ROAD FAX: (919} 240-4963
p ~ I YSTRA Ralei h NC 27699.1634 ~ r. ~ ~ ~ 80 East Street g , _ CONTACT: BILL MUMFORD, PE C3.3 GRADING, DRAINAGE & EROSION CONTROL-STAGE 2 In
' Pittsboro NC 27312 919 715-3226 hone I ~ ~ _ ( ) p ~ EMAIL: [e-mail]~ C4.1 PLAN AND PROFILE: RuAD A r.,
i s.j~ ~ ~ ti [phone] phone Contact: Henn Ou - C4.2 PLAN AND PROFILE: ROADA N
Contact: Rachael Thom Email: heinrich.ou ncdenr. ov' ~ - ' ITE z PREPARED BY. ~ C4.3 PLAN AND PROFILE: ROAD A
@ 9 ~ 15 Email [e-mail]~ ~ ~ n ~ " - ~ ~ _ 501
- McKIM & CREED C4.4 PLAN AND PROI=ILE: ROAD B
C. NCDOT F. NCDENR 1730 VARSITY DRIVE, SUITE 500 C4.5 PLAN ANG PROFILE: ROAD C
Division 8, District 1 _ - - ivision o a er ua i y ~ - L,_, RALEIGH, NORTH CAROLINA 27606
300 Country Club Drive , . PHONE: [phone] C4.5 PLAN AND PROFILE: ROAD D
64 Surface Water Protection - ~ ' , . P.O. Box 11 . FAX; [phone] C4.7 PLAN AND PROriLE: ROAD E
o NC 27204 Brett Drive ~ Ashebor , 3800 a r _ _ _ CONTACT: GRANT LIVENGOOD, PE C4.~; PLAN AND PROFILE: ALLEY r-
( ) A ~ 336 629-1423 hone Raleigh, NC 27609 ~ C / EMAIL: [e-mail]~ G4.~ PLAP~1 AND PROi ILE_ SANITARY SE1~lER OUTFACE
y, _ Contact: Reuben Blakle PE qT [phone] phone
Email: [e-mail]~ , ~ R p ~ JAC JACK BENNE G1.10 PLAN AND PROs=ILE: BIKE TRAIL These improvements shall be constructed in accordance with the F
Contact: Barr Herzber K BENNI Y 9 ~ _ ROAD ~ Ci.11 PLAN AND PROS ILE: BiKETRAiL ROAp following plans, and the Standard Specifications of NCDOT and
Email: [e-mail]~ i Chatham County. D1.1 EROSION AND SEDiMENTATIOiU CONTROL DETAILS
D1.2 EROSION AND SEDIMENTATION CONTROL DETAILS
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EwS STp D2.1 NGDOT DETAILS
- 1 RE . R~ .I AD D2.2 NGDOT DETAILS
D2.3 NCDOT DETAILS

Y D2.~ SITE DETAILS
D2.5 GUARDRAIL DETAILS
15 D3.1 UTILITY DETAILS
501
D3.2 UTILITY DETAILS
0 D4.1 BMP #9 DESIGN AND DETAILS
D4.2 BMP #9 DESIGN AND DETAILS
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D4.3 BMP #9 DESIGN AND DETAILS
Q. D4.4 STORIl1 DRAINAGE TABLE
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Raleigh, North Carolina th Carolina 27606 0
Phone: [phone], FaX: [phone] , .
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Newland COMMUNITIES PERMITTING °
www. mcki mcreed.corrl ,eed

_ - ~v , r ~ ~ v, i ' ~ - ~ ~ i< ~ \ v CONSTRUCTION SEQUENCE: , RETAINING WALL NOTES: ' 1~ ~HAPE~ ".u
~ ~ ~1 y ~ ~ ~ \ ~ 1~ 1 - . 'X ~ ~ ~ i T OF THE CONSTRUCTION SE UENCE IS T CONTRACTOR WITH A GENERAL GUIDE 1. RETAINING WALL DESIGN IS BY OTHERS. OWNER SHALL PROCURE A QUALIFIED RETAINING WALL -
_ _ - ~ ~ 1'` ~ ' ~ 0 PROVIDE THE CONTRACTOR WI , . \ \ ~ ~ ,r ! ~ C - ~ ~ ~ / 1. THE INTEN Q - \ ~ ~ \ - - - ~ \ ~ ' ~ FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL TO OUTLINE ALL CONSTRUCTION DESIGNER FOR THE PROJECT. RETAINING WALL INFORMATION SHOWN ON THESE PLANS ARE FOR
~ \ ~ _ - ~ ~ . J ~ ± ACTIVITIES ON THIS PROJECT. y. A 4 - - - ~ ~ - ~ ~ v LOCATION AND GRADE INFORMATION ONLY. OWNER RESPONSIBLE FOR PROVIDING NECESSARY "ORTH ~ ~ Pouts ~arooiNc
v ` ~ ~ 1 - - •-r`-•. ~ ' ~.r t _ ~ y. ~ ~ ~ ~ \ I 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED N ACCORDANCE WITH INFORMATION TO WALL DESIGNER AS REQUIRED FOR PROPER DESIGN OF RETAINING WALLS. Roao ORDANCE WITH THE CHATHAM COUNTY ~ SITE
, ,y . v, ~ ~ ~i ~ _ _ - = ~ ' ~ ~ ~ ~ SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE. / 4 2. TOP GRADE OF WALL AND BOTTOM GRADE OF WALL SPECIFIED IN PLANS ARE INTENDED TO BE THE I -1 wsTeA aoro FINISHED PAVEMENT OR EARTH GRADE. THE WALL DESIGNER SHALL ADJUST SHOP DRAWING WALL i _
r ; _ _ ~ ~ I i , _ ` n ` ~-_-----~0 _ J ~ ' t ' ~ i ~ , ~ ` ' , ~ ~ ` ~ \ 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINF P~ VD AFTER RAINFALL EVENTS. NEEDED ELEVATIONS FOR THE TOP AND BOTTOM OF WALL TO MEET SPECIFIC PRODUCT DESIGN CRITERIA AND ~I 7 s'o
- ` ~ ~ i \ \ REPAIRS SHALL BE MADE IMMEDIATELY. ; _ - r - - - WALL GEOMETRY AS NECESSARY TQ ACHIEVE DESIRED FINISHED GRADES. THE HORIZONTAL WALL ~ r LOCATION AS SHOWN IS THE FINISHED LOCATION OF THE BOTTOM OF WALL, THE WALL DESIGNER sales cHAPe~
_ _ l ~ ~ ~ d ~ ~ ~ ; + \ ~ 4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVIN SHALL COORDINATE WITH THE ENGINEER TO VERIFY WHETHER CONFLICTS EXIST. THE WALL DESIGNER ' ~ ~ PaaKwnr' IMENT IS LEAVING THE SITE, DESPITE
` . ~ - ~ ~~y / ( I i - ` ~ , . ~ PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO T _ r. • . SHALL NOTIFY THE ENGINEER IN CASE OF ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO EXISTING OBLIGATED TO TAKE ADDITIONAL OR PROPOSED UTILITIES, WALL BATTER, GEOGRID PLACEMENT, ETC., OR IF ANY ASPECT OF WALL ~ ' ~ ` "
- \ .r-!' ~ ~ i ; t) ~ ~ ' ~ ~ ~ ~ - V VA ~ CORRECTIVE ACTION. CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY %'i ! 'I y` V~ ~ ~ ~ ~ \ ~ ~ v..... ~ NEEDED. 'NEER WITH ANY ADDITIONAL MEASURES PLACEMENT CAN NOT BE ACCOMPLISHED. ALL WORK RELATED TO THE RETAINING WALL aNOaPVS ~ ~ ~ ~q'~<o
l( ~ ~ ~ ~ \ CONSTRUCTION SHALL BE ACCOMPLISHED WITHIN THE BOUNDARIES OF THE PR JE T PROPERTY s ~ - ~acK aemN rr 0 C se isss - ~~'-'moo
'r ~I~ ~ ~ ~ ~ ,i - 1 ~ ~ . ~ : ` ~ ' ~ - \ ~ , ~ ' ~ V`` ` ` i A',~ i~ OR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE N I ~ ~ ~ / r / '1',, / i, .A I ~ ~ ~ i ~ ~ I ~ _ AAA ~ ~ 5 CONTRACT V ~ ,i ~ ~ I ~ ~ , A - ~ 1 I~v A j i; ~ ~ \ , A 1, ~I ~ _ ~ _ r , ! ~ ~ r, ~ ~ ~ ' ~ A DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE BELOW: aS WITHIN THE NUMBER OF CALENDAR WITHOUT IMPACTING BUFFERS, ~ ~ 3. IT IS THE RESPONSIBILITY OF THE OWNER AND WALL DESIGNER TO ASSURE THAT THE REQUIRED SOIL ~ R~Rews
~ - i BEARING PRESSURE, SUBSURFACE DRAINAGE AND SURFACE DRAINAGE ARE ACHIEVED AS RELATED /
_ 1o-~,~~-_ , ~ , F*,,~ - r ~ ~ ~ ~ ~ ~ i ~ ~ GRADUAL SLOPES: (15) CALENDAR DAYS + i" ,,oo ~ TO THE RETAINING WALL DESIGN. THIS SHOULD BE VERIFIED BY A GEOTECHNICAL ENGINEER. SPECIAL h ATTENTION IS REQUIRED TO ENSURE BEARING CAPACITY HAS BEEN ACHIEVED AT LOCATIONS WHERE
_ ~ ~ - - \ I \ ,(I MODERATE SLOPES: 10 CALENOAR DAYS ,''ten V'~ r~~~,%~ I/ / I ~ ~ , i A i ~,;.v 1 ~ - , \ V ~ 71 ~ A\ ~ ~ ~ 1, ~ ~ ~ ,~~1, - + I ~ STEEP SLOPES: 7 CALENDAR DAYS PIPE PENETRATIONS ARE TO OCCUR. iT SHALL BE THE RESPONSIBILITY OF THE CLIENT TO PROVIDE U C~ N (TY ~ AP is
~ f ~'~r ~ ) ~ % ? ~ rI 1 ~ ~ XIS?IN6~ S IMMER SEDIMENT / ` + , ;4~ ~ ,.-es EXISTING CONSTRUCFIO ~TRANCEI ~ , I ( ) I ~ ll~ ~ - ~~r- ~ ;,i ~ (BASIN 3. MUCK OUT & RETURN l i ~ y~~~•~ ~~1~~, ~ ~ - t ~ , ~ ; QUALITY CONTROL /QUALITY ASSURANCE TESTING ASSOCIATED WITH THE WALL CONSTRUCTION. THE so
, ~ ~'r'~ •~l~ i i I ~ ~ - ~ ~~l~ ~ ~ 6. SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND SEDIMENTA" ~ ~ , ~ , 's ~ ~ ; ~ : TO ORIGINAL DESIGN DIMENSIONS, v + I ~ ' zo- ~ ~ ~ A~. ~ A ~ ( r ~ A~-- - ,~i l ~/l~ ~ i l ~ , ,S ~ ~y I ORDINANCE. AND SEDIMENTATION CONTROL GEOTECHNICAL ENGINEER OR WALL DESIGNER SHALL PROVIDE ANY CERTIFICATIONS AS MAY BE NOT TO SCALE ro PiTrseoao REQUIRED TO SHOW COMPLIANCE WITH ORIGINAL DESIGN DOCUMENTS AS RELATED TO THE WALL
V ~ ~ i ; i i 1 I t r ~ A\ : DESIGN AND CONSTRUCTION.
~ I / ~ , ls+o- r ~ r' , ~ ~ ~ , i /J i \ ~ ~ ~ - ~ ~ ' + i R A ARRANG PR -CONSTRUCTION MEETING WITH 1HE OWNER'S REI } ~ J ~ I ~ \ ~ _ ~ ~ I ~ , ~ ~ - /~/,y 1 ~ ~ _ ~ ~ \i v ~ ' I ~ EXlST7NG SKIMMER S DIM Nl , ff ~ , / 7. CONTRACTO SH LL E E 1~E OWNER'S REPRESENTATIVE, ENGINEER
,1~1}~~~ v, : ~ % ' ~ /j ~ ' \ ~/G~ i, y ~ ~ ~ / %BASIN ~/1. MUCK OUT & RETURN ~ • AND CHATHAM COUNTY. ~ ~ / : ~ ~ i%~/, v ~ y. TO RiUINf~ DESIGN l ENSONS STORM DRAINAGE NOTES:
I i~ ~ j(~ / i,i/ J ~ / i <r' ~ - ~ ~ ~ ~ ` , ~ h , ~~x ,I~~~- : ~ ~i " ~/,~r~' ~ ~ ~ . ` 8. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL Ff ~ ~ ~ ~i,5 )JAI ~ ( ~ ~ . ~ , ; ~ , ~ I ~ ~ , ~ , = .~i/, i~/ ~ ~ ~ \ _ ~ ~ SOIL EROSION & SEDIMENTATION CONTROL. iION CONTROL FROM CHATHAM COUNTY
i. STORM DRAINAGE PIPES SHALL BE:
( n ~ I ~I1 ~ ~ ~ ~i' ~ ~ ! ' ~ ~ ~ ` ~ ~ ~ ` ~ , ' Y rN~ ; ' '~+A~ i`G . = % ~i..~~ ~ , - ~ 9. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON 51TE AT ALL Tl~ 1, 51TE AT ALL TIMES. o RCP/CLASS III FOR STORM DRAINAGE INSIDE PUBLIC RIGHT-OF-WAY OR CONNECTING INTO
/l, ~ / I i J J ` ~ ~ ~ ( ~ 1 '~l ~ i V v v ti ~ ~ vA \ v , v a I~ y ~ ~ ; ~ _ _ 10. CONTRACTOR TO VERIFY LOCAl10N AND DEPTH OF EXISTING UTILITIES TO AVOID CO. .S TO AVOID CONFLICT DURING STRUCTURE INSIDE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH NCDOT STANDARDS.
l~ ~ i C ~ ' ; A \ ~ ~ ~ ~ ~ ~ ~ " INSTALLATION OF ER0510N CONTROL MEASURES AND STORM DRAINAGE. CONTRACTO IiJi~l ~ ( i / ~ ~ ~ ~ ~ , _ 'v ~ ~ ~ \ ~ ~ ~ \ ~ , ? ~ 1-800-632-4949 FOR `NC ONE CALL" TO HAVE UTILITIES LOCATED. aGE. CONTRACTOR IS TO CALL ~ A-2000 PVC FOR PRIVATE S70RM LINES WITHIN PRIVATE ALLEYS. ALL STORM DRAINAGE CONSTRUCTION FOR A-2D00 PVC SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S
~~lil~ it r'i ~~I ~ ~ ~ i I i. ~ ~i / A ~ V ~ v ~ ) ~A 1`t~Ay~ V A•v ~~A~ ~.~v\~7~ ~ I l ( ~ ~C . ~ ~'XISTING SKIMMERS 1MENN~ yy ~v ~ ~ r v ~ ~ ' SPECIFICATIONS. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM D3212. PIPE AND FITTINGS
~ ~ 1 ~ ~ ~ + 1 ~ ~ ~ ~ TRA T R TO NAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES E ~ ~ i~/f l , ' / ~ 1 ~ v V i ~ ~ 1 ~ ~ ~ 8ASlN #2. MUCK OU1- RETURN ~ ~ ~ ~ ~ ~ ,,SKIMMER SEDIMENT BASIN 9 ~ 11. CON C 0 ~ ~ ~ ~ u~ , ~ ~ ~ STREAM BUFFERS TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE OPERTY LINES, EASEMENTS, LANDSCAPE SHALL BE INSTALLED PER AASHTO SECTION 30 AND AASHTO SECTION 12. OF DISTURBANCE. 2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
I ~ + I _ ~ - _ _ > - I~ ' ~ A y ~ BUFFERS, / / ~ , i ~ A - ~ _ ~ TO ORiGi AL D SI N DI ENSIGNS ~ , i , . ) ~ , ~ \ > r ~ ~ I I. 1 I , ,V ~ ~A
- l~+i ~ ~ I (I ~ ~ ~ ~ 1 , A ~ ~ ~ r ; ~ l~~ ~ ~ ~ ~~jl 1A ~vA ~ 12. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
, ~ ~ ~ ~ ~ i / . ~ , - ~ A~~~ ~ 13. INSTALL TREE PROTEC110N AND SILT FENCING AS SHOWN AND DETAILED ON PLAN. AILED ON PLAN. CLEAR ONLY AS 4. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL 8E POINTED UP AND
,~r I C, , ~ , ~ I i , ~ ~ ' ,k~, ~ ~ _ + ; ~ ` V ` \ ~ , ' . NECESSARY TO INSTALL THESE DEVICES. SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S
- ~ / • ~ ~ \ , 1 ~ ~ ~ ' I j ' \ \ ~ ~ ~ 14. INSTALL INLET PROTECTION DEVICES AS DETAILED IN THESE PLANS ON EXISTING ST ~ ON EXISTING STRUCTURES ALONG BRIAR SPECIFICATIONS,
, ~ ~ ~ ~ ) \ ~ ~ ~ i, ( - _ --1 e ' ~ r J, ~ i ' I 1 ~ ~~\\v•, - ~A ,A V CHAPEL PARKWAY. 5, ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE
~ I - \ A.,~- ~ e ~ . j/~~ , ~ i ~ i A , , 7; 1 ~ A ~ 15. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS TO THE REQUIRED DIMENSIONS 2ED DIMENSIONS AND ELEVATIONS AS CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. UTILIZED MATERIAL SHALL BE
I i - ~ l = ~ \ ~ _ , , //l ; ~ ~ ~ i ~ ti 1 w~ ` ' ~V~ ~y~' DETAILED IN 1HESE PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THE BASINS. i L THE BASINS. INSTALL BAFFLES PER CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW
~ ~ ~ I ~ t ~ I \ ~ f ~ > > 1 ~ ~ ~ I I, i~+~' ~ I~~;' A~ ~ PLAN. SEED AND MULCH SIDE SLOPES OF SEDIMENT BASINS UPON COMPLETION. IN; t ~ i l ~ ~ , ~ ~ ~ ~ ~ ~ ~ „ ` _ _ ri~ ~ ~ ~ ~ ~ ' ~ ~ / - : / ~ J ~ I V~,~~ • MATTING ON SIDE SLOPES OF BASINS IF NECESSARY TO ESTABLISH COVER. COMPLETION. INSTALL BIODEGRADABLE OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING, COVER.
( l ~ r ~ ' ~ ~ ~ ' ~ ~ ~ ~ ~ / ' " i , ' ; , / - ~ ~ i ~ ; ' I' ' ~ I~v~ y\ 16. CONSTRUCT TEMPORARY DIVERSION DITCHES AS SHOWN AND DETAILED IN THESE PL 6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE OWNERS REPRESENTATIVE
/ I / ~ ~ ~ ` i / ~ INSTALL REQUIRED LINERS IN THESE DITCHES. INSTALL CHECK DAMS IN DITCHES AS l ~ ~ .i\ ~ i ~ _ED IN THESE PLANS. SEED, MULCH AND SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. i N DITCHES AS SHOWN AND DETAILED
~ / ON PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE EROSION CONTROL MEA N CONTROL MEASURES. 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
~ ~ i / ~ ~ ~ , ~ ' t ~ , ;.r 17. CONTACT CHATHAM COUNTY SOIL EROSION & SEDIMENTATION AT 919-545-8339 A 19-545-8339 AND ENGINEER UPON OBTAINABLE WITH THE STANDARD PROCTOR TEST, THE TOP EIGHT (8)INCHES SHALL BE COMPACTED
~ - . _ , , / , / N COMPLETION OF INITIAL EROSION CONTROL MEASURES. TO 100% STANDARD PROCTOR.
_ I ~ ~ 4 \A ~ I I ~ ~ ~ - _ - / i ~ ~ I , 18. ONCE CHATHAM COUNTY HAS APPROVED THESE MEASURES, THE CONTRACTOR SHAT )NTRACTOR SHALL BEGIN. CLEARING AND 8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER
~ ~ ~ ~ ~ ~ ~ 1 ~ ~ . ~ I \ ~ ? ' . i / ~ ` ' ~I ~ ~V ~ GRUBBING WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL REMOVE SHALL REMOVE ALL ROOT MATTER AND PIPE HAS BEEN PLACED,
_ \ ~ V v ~ ~ ~ l - ~ ~ i/,' 'l - - / i ~ i ~ _ •?I1 ,I I 1 ' ORGANICS FROM WITHIN THE CLEARING LIMITS. 9. ALL FLARED END SECTIONS DISCHARGING INTO WATER QUALITY PONDS WILL HAVE A CONCRETE PAD
KIMMEI~ - ~ ~ ~ ~ ~ ~ ~ ~ / 1 19. THE CONTRACTOR SHALL BEGIN STRIPPING TOPSOIL. STOCKPILE TOPSOIL AT LOCAi S SEDIMENN~ IN #4 ~ ~ ~ ~i ~ ~ - - ~ ~ i ,i OWNER. )PSOIL AT LOCATION DIRECTED BY POURED UNDERNEATH THE FLARED END SECTION IN ACCORDANCE WITH PROVIDED CONSTRUCTION
- , _ - - ~ ~ ' t - - DETAILS.
~ ; - ~ , ~ ~ ~ _ i ~ v , ~ ~ - _ ~ v - ~ F ~ ~ ~ ~ ~ I 20. BEGIN GRADING OPERATIONS. 10. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
1 I ~ - r - ( ~.A\ \ i ~ ~ ~ - ~ ~ i ~ - " s ~ ~ ~ ~ ~ _ ~ I; ~ 21. MAINTAIN AND PROTECT ALL EXISTING UTILITIES AT ALL TIMES. 11. RIM ELEVATIONS FOR GRATE INLETS WITHIN ALLEYS SHALL MATCH INITIAL LIFT OF BINDER COURSE,
AT TIME OF FINAL SURFACE LIFT OF ASPHALT, CONTRACTOR SHALL RAISE GRATE INLET TOPS TO
_ ~ f _ ~ ~ ~ / + / 22. CONTRACTOR IS TO MAINTAIN ALL THE DIVERSION DITCHES, BASINS, SILT FENCE AN ~ A I I ~ ~ ~ i I i , - i~~',- ~ _ ~ ~,it.,,/,,+, ~ CONTROL MEASURES UNTIL THEY ARE APPROVED TO BE REMOVED. ,SILT FENCE AND OTHER EROSION MATCH FLUSH WITH FINAL SURFACE PAVEMENT ELEVATION.
12. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED, OPERATED AND MAINTAINED BY HOME
~ ~ y ~ ~ ~ i /i, / , ~ I ' l ~ / ~,,I . _ - _ ~ - ~ ~ f„ ,)1~\1 •V~~ 23. INSTALL STORM SEWER PIPE AND SANITARY SEWER PIPE AS SHOWN ON PLANS WIT( ~ ~ ~ \ ~ ~ - ~ is ~ ! I - i / i ~ +~/~.,~;I ~ ~1 ~ \ \ \ ~ - ~ , , ~ / , ~ ~ / / 4 ~ ~ 'r; „'~/iii, l MEASURE5 TO ELIMINATE SILT FROM ENTERING STORM PIPE SYSTEM: ON PLANS WITH EROSION CONTROL OWNER'S ASSOCIATION OR AGENT THEREOF.
1 _ i illy ~ , - + ,l~+v 'T- . 13. LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER OF STORM STRUCTURES
~V~~ ~ - - / .-1~i Ili ~ ~ ~ ~r;,,,A~b„~~ I - " _ - ! \ ~ _ ~ ~ ' , , ~ 24. AS FINAL GRADES AND SLOPES ARE ESTABLISHED, THE CONTRACTOR SHALL SEED, I I ~ 11 I. v ~ ~ _ ~ - ,j'~;, v, ROLLED EROSION CONTROL PRODUCTS ON SLOPES GREATER THAN 10 FEET IN HEIGI )R SHALL SEED, MULCH AND INSTALL AND TO ENDS OF FLARED END SECTIONS. SLOPES CALCULATED ARE BASED ON THIS LENGTH. 10 FEET IN HEIGHT.
I~ ' ~ ~ - ~ v ~ ~ ~ ~,v,A 14. CB DENOTES CATCH BASINS TO BE INSTALLED IN THE CENTERS OF PAVED ALLEYS AND NON-PAVED
~ I I i \ ~ - ~ ~ ~ ~ ' ~'I 25. IF STANDING WATER OCCURS AND IS NOT ABLE TO BE DRAINED TO ESTABLISHED E , ' ~ ~ ~ ` J /)J. ~ / MEASURES, CONTRACTOR SHALL PUMP WATER TO DIRECT TO NEAREST EROSION CO ESTABLISHED EROSION CONTROL AREAS. REFER TO NCDOT DETAILS 840.19 AND 840.22 ON SHEET D-3. .ST EROSION CONTROL MEASURE.
~ ~ ~ A _ ~ ~ ~ I r~ 15. CI DENOTES CURB INLETS TO BE INSTALLED IN THE CURB LINES OF ROADWAYS. REFER TO NCDOT
/~I ~~~i V _ \ ~~.A 1 Jr i u+~l AN RSDNTIALLOTS. i , ~ ~ ~ ~ ~ _ ( _ ~ ~ , ' I ` / , ~ / / , - + I 26. CONTINUE WITH GRADING OPERATIONS FOR STREETS D E I E _ f~+" ~ V ~ ~ \V ~ V A - ~ _ i / i ~ ~ i i ~ ~ ~ - ~ iii AL LOTS . DETAILS 840.02 AND 840.03 ON SHEET D-3.
_ ~(li ~ \v , A ~ ~ - _ - r ~ , ~ ~ ~ . ~ ~ ~ - ~ ~ _ - ~ i , ~ 27. INSTALL REMAINING STORM SEWER PIPE AND UNDERGROUND UTILITIES. .S.
- _ ~ _ _ " i , _ , ~ ~ ~ t. `A Al ~ ~ ~ _ ~ - ~
1l ~ ~ \ ~ \ M A N M OP RA IONA TO CONVEY RUNOFF TO TEMPORARY _ _ ` - _ \ ~ ' ; ( ~ 28. ONCE STOR DR I SYSTE IS E T L t11 - \ \ r / _ ~ " - ~ - / i ~ ~ A D GROUNDCOVER WI1H APPRO' TO TEMPORARY SKIMMER SEDIMENT LIMITS OF DISTURBANCE NOTES: ER, WITH APPROVAL FROM CHATHAM
~ ~ ' ~ \ - ~ i ~ ~ J - ~ ~i.~ ~ ' ~ \ ~ ; ~/l/j; BASIN #6 AND CONTRIBUTING AREA HAS EST BLISHE ~ ~ A - - A 4. ~ _ ! r , i _ - ~ ; ` ~ ~ COUNTY, REMOVE BAFFLES, SKIMMER AND MUCK OUT SEDIMENT AND CONVERT TO F D CONVERT TO FINAL BMP #9. 1. LIMITS OF DISTURBANCE LINES ARE CLEARING LIMIT LINES WHICH WILL BE FLAGGED FOR A MINIMUM
~ ~ ~ ~ , 1 _ _ f ~ , ~ , ~ ~ / 29. COMPLETE CONSTRUC110N OF ROAD BEDS AND SHOULDERS. INSTALL ABC STONE IN OF ONE PER 50-FT OR CLOSER DEPENDING ON VISIBILITY. L ABC STONE IN ROAD BEDS AND CURB
/ / AND GUTTER. ~ ' ~ • . ~ ~ - / = / ' ~ ' t ~ ~ ~ j , SKIMMER SEDIMENT BASIN ~8 r " ~ ~ ti,, ~ - , I, I 2. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF DISTURBANCE. ALL
~A 117V' ~ l~ v v~~ ~ ' ~ / ~ ~ i i : / ' ; ~ l ' ~ ' - - ~j / i ~ ~ , V~~~ \ v ~ vv`^ ~ ~ 'i, , ~1 V I ~ ~ ~ i ' , - 30. INSTALL INITIAL PAVING A5 SHOWN ON PLANS. ,ti SILT FENCING OR TREE PROTECTION FENCING SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE.
~.~VA\14 ~~\V\~ ~ ~,,A ~ ~ ~ i ~ V ~ ~ SKlMMER~S~DlMENT BASII>! #7 , ~ 1 ! r' ~ / //~1 31. CARRY OUT FINAL GRADING. RESPREAD TOPSOIL 1N ACCORDANCE IMTH PROJECT S IMTH PROJECT SPECIFICATIONS. 3. TOTAL DISTURBED AREA: 33.5 ACRES
,A A\~~~A~V~'~ ~ { ~ - j; 1 ~ ~ / i' l % ! / % ~ , I / ' ~ ~ ~ ~ ~ / ; 32. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE PLANS. IITH THE PLANS.
v1.~ j,~ • . ~ A - ~ ~ /I~ ! 33.ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION S COME 'UCTION IS COMPLETE, CONTACT TREE SAVE NOTE:
~ ~ ,ICJ , ~ ~ \ ~ ~ I t ~ , , / , I ~ , i, l/ ~ CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION AND ENGINEER FOR SITE INS( E \ ~ ~ ~ ' :R FOR SITE INSPECTION BEFORE
' ~ i ~ i II' I ~ \ i ; ~ 1 j ~ ! I I ~I ~ 1~ ' ~ REMOVING ANY TEMPORARY EROSION CONTROL MEASURES. lI ~ i 1. CONTRACTOR SHALL SAVE EXISTING SPECIMEN TREES ALONG BRIAR CHAPEL PARKWAY MEDIAN WHERE DEEMED FEASIBLE AS DIRECTED BY OWNER.
~I +il I~( i~~1M11~11' 1\ ~ ~ ~ I ~ ! t 1 \ ~ I ` J r~ ~ ` ~ 11i - I , 1 \ ~ ~ -,A ~ A ~ ~ ~ ~ ~ ' ~ ~ / i ~ ~ V~ / / _ ~ 34. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AS NEEDED TO INSTALL FINAL PAVI i i~ I ~,~~\\,.i\ , A. ~ ~ i~ w A ~ ! I SKIMMER SEDIMENT BASIN #5 A ~ ~.r,- - ~ ; ; + iALL FINAL PAVING.
III ~ (I'1 ~ V\ v ` ~ l ~V ~ ~ v. ~ •A. ~ r~. ~ %i ` \ 35. INSTALL FINAL PAVING AS SHOWN ON THE PLANS.
~4 ~i ~A A ~ y ~ .L ~ A _ ,
v , ~ _ % ~ ~ ~ ~ I ! A ~ ~ ` ~ ~ ~ ~ . ~ I ! i' , 'i,~ ` 36. AFTER PROJECT AREA IS COMPLETELY STABILIZED, REMOVE ALL TEMPORARY MEASU 111+~~ ~ \ _ ~ I ~ i ( ~ ~ ~ A ~ \ ~ , v ,A PERMANENT VEGETATION AS REQUIRED AND ON ANY RESULTING BARE AREAS. UIPORARY MEASURES AND INSTALL RE AREAS.
x I ~I ~ ~ ' _ ~ ~ , I , , , GENERAL NOTES: 1 v ~ ~ ~ ~ . ~ ~ ,
\ \ - - ' [ I i ~ ~ 111 1 , 1~ ~ , 1 1 \ ` :LD VERIFIED BY THE' 10. REFER TO SHEET D-1 FOR PROPOSED ROAD CROSS SECTION DETAILS AND PAVEMENT SCHEDULE.
\ , \ ~ ~•I i I - 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY ~ - - / l A ~ / ~ i" v ~ } ' I ~ I 1 1 i ~ ~ CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY ~ I , v 1 ' OWNER IF ANY DISCREPANCIES
~ ~ / / ~ ~ - - I I ~ I ~ i ~ 'r r I A NA OMPENSATION WILL BE PAID TO C , ~ , ~ v ~ _ ~ _ _ , ~ ~ ~ ( / / ~ I - I + ~ , A I EXIST PRIOR TO CONSTRUCTION. NO DDITIO L C - \ ~ - I - ~ , s ~ I, ~ ; • , ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE .L BE PAID TO CONTRACTOR FOR 11. ALLEYS ARE LOCATED INSIDE 20' PRIVATE EASEMENTS. ALL OTHER STREETS WITHIN PHASE 5 CTLY ON THESE PLANS IF SUCH NORTH ARE INSIDE 40' PUBLIC RIGHT-OF-WAYS. EACH BIFURCATED PORTION OF BRIAR CHAPEL
- v \ ~ I t I ~ % i ~ / ~ ~ + t. ' ' ~ "i NOTIFICATION HAS NOT BEEN GIVEN. , _ _ _ V A \ \ . _ _ ~ / \ 11. 1,, , I PARKWAY IS WITHIN A 41' PUBLIC RIGHT-OF-WAY. UNBIFURCATED PORTION OF BRIAR CHAPEL
f _ f r~ \ y A / l _ , i ~ 2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL AT 1-800-632-4949 AT ~-632-4949 AT LEAST 48 PARKWAY IS WITHIN A 50' PUBLIC RIGHT-OF-WAY.
~ - ~ ` ~ ~ ~ + ~ ~ t ~ I" `I~~. ~ HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTI ~ r- / ,VE EXISTING UTILITIES LOCATED, 12. GRADING AT END OF ALLEYS SHALL TIE INTO EXISTING SLOPES AT NO STEEPER THAN 2;1 (H; V)
~ A I \ ~ y A ~ _ " ' i ~ ~ ' ~ ~ / ~ i ~ ' ~ ~ ~ + T R T NTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATO \ , :IR OWN LOCATOR SERVICES UNTIL FINAL LOT GRADING.
~ ~ ~ ~ \ ~ ~ / ~ ) ti,l ~ ~ / i/ - -may ~ INDEPENDENT OF "NORTH CAROLINA ONE CALL". °
~ 1~\ A A \ ~ - ~ l ~ ' ~ 1~ , RI N S MA XIS ON THE SITE. CONTRACTOR SHALL CONTACT A ~ V A ~ - - - ~ ~ I 3. OVERHEAD ELECT C LI E Y E T SHALL CONTACT DUKE POWER AT 13. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND
\ ~ \ ~ i/- ~ ~ [phone] PRIOR TO COMMENCING ANY ACTIVITY WITHIN 200-FT OF DUKE P( 'v \ ~ ~ - , - ter''. / ~ 1 1 \ ~ i ~ 111 )<< Y. -FT OF DUKE POWER RIGHT OF ENVIRONMENTAL CONSULTANTS IN RALEIGH, NC -CONTACT SEAN CLARK AT 919-846-5900.
i / li +~i ~ ~ 14, A PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS SHOWN ON
~ ~ ~ - 1 . 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE AND ATTEND A PRECONST - - i~ ~ / I / . A~ ~ ! i / t \ ti.- A `,~V~ ~ ~ r_ \ ~ ` i I / ~ ~ ( I.~ J~ ~ CONFERENCE WITH CHATHAM COUNTY, OWNER AND ENGINEER. ND A PRECONSTRUCTION FEMA FIRM MAP #3710976500) DATED FEBRUARY 2, 2007.
15, EXISTING INFRASTRUCTURE AS SHOWN MAY BE UNDER CONSTRUCTION AND SHALL BE FIELD
-J- \ . ` ( i ~ ~ l L 5. EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE GRC ~ \ \ ~ - - ~ ~ ~ j ~ ~ , ~ I ly( I + ~ ON BEST AVAILABLE RECORD DRAWINGS. \ v ~i,~ _ i ~ /r l i AND ABOVE GROUND; ARE BASED VERIFIED BY CONTRACTOR, REFER TO THE FOLLOWING JOHN R. MGADAMS BRIAR CHAPEL PLANS AND CONSTRUCTION BULLETINS FOR ADDITIONAL INFORMATION:
I
~~i1/~ ` ; ~ ~ i ~ v ~ ' ~ ' ~ j f ~ J ~ 6_ SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: - - ~ ~ ~ ~ ' I nth ~J ' j~ A RECOMMENDED BY THE GEOTECHNICAL ENS R THAN 3:1 H: V SHALL 8E -RECLAMATION FACILITY EROSION CONTROL PLAN, SEALED JULY 29, 2005 CALL N.O. Ott ( ) -PHASE 1 CONSTRUCTION PLANS, SEALED OCT 21, 2005. O~ OTECHNICAL ENGINEER. THESE -WEST EXTENSION GRADING PLAN (INTERIM), SEALED MAR i, 2007. BF3'ORE YOU DIG
_ ~ ~ ,~r ~ , ~ ~ , / ~ l , . ~ ~ I I ~ APPROVED, PLACED AND COMPACTED S G~ ~ ; / ' ~ ~ { i ~i ~j SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY I d DRY DENSITY UNLESS -PHASE 3 CONSTRUCTION PLANS, SEALED DEC 4, 2006. ST~ P
~ ~ ~ ~ ~ ~ ' i ~ i ~ ' x OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ~ SKIMMER SEDIMENT $ASiN /f6~BMP J/9 - I ~ ~ I ~ ~ ~ l ~ ~ ~ I; l l ~ ~ -PHASE 4 CONSTRUCTION PLANS, SEALED JAN 15, 2007. 1-800-832-4949
~ \ ~A / ~ ~f ~ i i ~ ~ l 1'+~ ~ , + ~ ~ / 7. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATEF STANDING WATER OCCUR AND ALL -WATER QUALITY PONDS 5 AND 6 CONSTRUCTION PLANS, SEALED AUG 24, 2006. AVOID U'd.iTY
~ ,i%II+~. ' ~ ' i i ~I I - Ill/ , ~ AREAS POSITIVELY GRAIN TO DRAINAGE STRUCTURES SWALES OR STORMWATER MAI ~TORMWATER MANAGEMENT -PUMP STATION CONSTRUCTION PLANS, DATED APR 3, 2006. DAMAGE -PHASE 4 POD D CONSTRUCTION PLANS, SEALED SEP 17, 20D7. NORTH
6i % ~ - ' i ~ j , l+ , / I I _ ~J FACILITIES. 1' i ~ i l ~ 1, l li ~ -PHASE 3 4 EROSION CONTROL PLANS, SEALED JULY 26, 2007.
~ ' ~ ~ - ~ ' l ( ; l ~ 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND S CORNERS AND SHALL REPLACE 16. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR HIGHWAY 100 0 100' 200'
~ ~ ~ ` ~ ~ ~ l!~•~l ll llll~ ALL MARKERS REMOVED IF DAMAGED DURING CONSTRUCTION. RIGHT-OF-WAY, CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS
_ r / ~ 9. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY THROUGHOUT r, ~ ~ ~ ~ r l / 1 l f THROUGHOUT AND KEEP COPIES ON CONSTRUCTION SITE AT ALL TIMES. ALSO CONTACT NCDOT DISTRICT OFFICE SCALE; 1"-50' (Hariz.) 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER AT [phone].
l ~ ,i~i ~ ~ i , >A.~~ - i f 1 / ' / / , ~ CONSTRUCTION. ?i ~A\~, t ~ r > \ ,;i
~ ~ ~ r - '~;,J~~ ~'r 1D. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITOR' ITIONS, MONITORING AND
~t I• y~ ~ ~ / i l i I REPORTING REQUIREMENTS. t~~/ 1~~.- i , , i
SEAL SEAL
1\\1~\~I 111111111 /J~~~~// BRIAR CHAPEL DATE: JULY 15, 2011 MRCFILENUMBER SCALE ~R10~
PHASE 6 S Q UTH MCE PROD. # 02735-0073 DRAWN GCA HORIZONTAL: o~awiNCNUMeea
FESSI ti9 , ~ ®9~
\ ('N~TI"I®M ('(ll InITV nl(1RTN r®R(ll T~Ifl DESIGNED GCA 1"=50'
CHECKED CHS VERTICAL, l~
028419 = 1730 Varsity Drive, Suite 500 ~KCHAPEO v a u a a u u a v v v a r a a a r v a e e a a v e a w a... s a r r® J
711512011 Raleigh, North Carolina 27606 ~ . Phone: [phone], Fax: [phone]
F-122 GRADING, DRAINAGE & PRO]. MGR. CHS N/A ® by EROSION CONTROL PLAN-STAGE 1 STATUS: REVISION
T Y U. L
REV. NO. DESCRIPTIONS DATE IN 1 1 1 1 1 1 N~1 www.mckimcreed. com Newland C®mmt REVISIONS COMMUNITIES ISSUED FOR PERMITTING

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~ ~ ~ \ \ ~ . ~ RETAILING WALL-5 ~ . ..,...Gf ' ; I I ~ ~ ti I ~ ~ ~ ~ ( V ,,c = _ r / i ~ / , r ' . i ~ ~ ~ I / ' it ; II I ~ r I ~ 534 I ~ ~ 1 t ~ I 1 ~ ' ~ ~ ' ~ ~ INLET PROTECTIDN - " f v~ A\~~~~~~ \ ~ ti , ~ ~ ~ ~ ~ ~ ~ ~ ~ 535 PROPOSED CONTOUR
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->I v v ~ / _c! l02 ~ ~ ~ ~ ~ I ~ ~r~ , ~ ; ~ 5 ~ / ~ ~ ~ EXISTING SKIMM~R SEDIMEN~ ~ I - ~ ~ , 1 1 v u / / , / - z ~ ~ / / ~ ~ r ~ I r ~ ~ I Ci #20 ~ ; I ~ i ~ ~ f -5'~_ ~ ~ ~ , ~ \ , ~ e ~ LIMITS OF DISTURBANCE
r ~ v' / / BASIN 3. MUCK OUT & R R ~ , ~ I t ~ ~ ( I ~ _ _ 1 D CHATHAM COUNTY ~ ~ ~ CI 1 f 1, f ~ I ~ ETU N I / ( , i 1 1 A ~ ~ / - ~ ~ , • , ~ ~ IV ~ TO ORIGINAL~ESlGN DI ENSIGNS 1 I 'I ~ ~ ~ ,
~ \ I + ~ 1 `ti , ..-NO BUILD ZONE (TYP.) ~ ~ / ; / ~ ~ ~ r t ~ 0 , ~ I~ I I ~ , ~ ~ " ; EXISTING SKIMMER SEDIMENT ~ ~ ~ - I I I _1~:~, ~ ~ v ~ ~ I ~ - eASiN r. MUCK ouT a~ RETURN ~ ~ ~ ~ _ ~ ~ SEDIMENT BASIN BAFFLE
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` ~ ' ' ~ / L l~L ~ l~7f _ ~ '!i~%%i i %I' ~ ~ ~v ~ ~ ' ~ I ~ ARC PIPE INLET PROTECTION
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~ ~ ~4 THIS SHEET ~ j ~ ~ ~ - ~ ~ S ~ ~ i r = ~s < < f r . 36-IN RCP
~ i ~ = ~~t« ~ - ~ ~ 0` 48g ~ ~ ' ~ i' t - = ~ 'ri I' RUBBER GASKET __--G~7~_, 'a - 4 LF 3 NCRETE ; r ! t PRESSURE PIPE
461 5 6 CO , - _ ~ - ~ ~ ~ : , ~ . ~ ` ~ r' iii i~~ i~~';i~i - P RE PIPE - RESSU - - ~ _ SELECT FILL PLACED AND COMPACTED
462.5 ~ .F i ~ i ~ i ~ i, , , ~ AT 95~ STANDARD PROCTOR MAX
~ 4 i t ~ ~ , ~ i ```466...,,; - _ - ' ~ RIPRAP OUTLET ~ i ~ 12" DRY DENSITY AT PLUS 2`0-3% OF
f--'~=~-=~ ~ _ _ ~46$ - _ , ~ PROTECTION. SEE ~ , H (MIN) -OPTIMUM MOISTURE CONTENT TO TOP OF PIPE
r - ~ ~D~TAIL THIS SHEET ~ - _..~,'~i';r~~~, _ _ ---_-4~2> _ ~ ~c>'',' i ~ ~ ~ r ~ iu ~ - PLACE CEMENT
f// / - - ~ U, ~ 1 I ~ 4 " ~'i~r~~ ~ _ , Q4 t' ~C> ~ , r ~ t~ i ~ MORTAR 3Ya LAP
r-., fN1~11/ 1 ~ 6 t ~ I ~ ~ I~ i1 i
~i r 51 ~I l I I I; _ I I
tt~ tt,~ ~ EMERGENCY SPILLWAY i ~ ~ f i ~ I ~ ~ t •t ~ ~~~~t r4 t~.t~tt,~i ~ ~ - i ' t ~ ~~K ~ ~
-.~~i~ f - ~ ~ t ~ ~ - _ ~ ~ i ,r t t~t~,~~~~ ~ ~ i ~ t ~ PLAC 1, ~ , ~ - ~ ~ t ~ ~I i a PLACE CEMENT MORTAR o!
IN JC IN JOINT SPACE 22.65" _ 4
; - -
fi,, ~ ,~~.t~n~.~,t<~. _ ~ , SECTION H 12" (MIN} , ~ ~ (a ~ ~ ~ a~
- - - ~
P A v v~ P 9 R PR N
SCALE = 1 " = 40'
P
NTS
CONCRETE CRADLE SELECC FILL PLACED AND COMPACTED AT
M1N 2000 PSI CONCRETE 95~ STANDARD PROCTOR MAX DRY ( ~ DENSITY AT OPTIMUM TO PLUS 3`o OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
OF PIPE PRIOR TO TRENCH EXCAVATION
CONCRETE CRADLE DETA ~
NTS
10.0'
25.0' 8.2' 14, 8'
~ ~ A 00 00 00 ~ ~
O ~O O ~ A
O O ~O q ~ ~ ~ FLOW q 0 q q q q 11.5 OR
~ ~ WIDTH OE ENDWALL
I MAINTAIN MIN. 1' OF (WHICHEVER IS GREATER)
i COVER OVER PIPE
TOP OF BANK
3 EL. 468.0' 3 1 OQC~O O O O
100-YR, 24-HR STORM EL. 466.86' 1 ' CONCRETE ENDWALL ~
2' MIN. FROM 10-YR, 24-HR STORM EL. 465.93 PROPOSED GRADE PER NCDOT STANDARD 838.80 O
EMERGENCY SPILLWAY EL. 466.0
1-YR, 24-HR STORM EL 464.55' PLAN VIEW
MAINTAIN MIN. 1' OF FILTER DIAPHRAGM SEE DETAIL SHEET D-4.2 COVER OVER PIPE 2 - EL. 459.0' CONCRETE ENDWALL FOR
NORMAL POOL EL. 462.50' 36" PIPE PER
I NGDOT DETAIL 838.80 NCDOT CLASS 2 RIPRAP
45 LINEAR FEET - 36" CONCRETE PRESSURE PIPE RIPRAP OUTLET _ _ _ I
5 G.. a __-~__._-_n y- PROTECTION. SEE FLOW I
' v ~ J - f d , a , ( J U (p a N~ J ` ~ u ~d d, ~ _ I a q DETAIL THIS SHEET - I 30'
- i s----~------- -----------------------°p~--~--- ---zr~------------------------------- a. - - -
4 -1-:5---MI . D O o o ~ 0 0 o a o f
- 8" PVC TO BAN K - BOTTOM OF POND EL. 457.0' 0 0 0 0 - o v o o c o 0 0
2' 6.,
6" PVC TO DAYLIGHT )AYLIGHT
CONCRETE CRADLE TO RUN FS-2 FILTER STONE
EL. 459.25' LENGTH OF PIPE
SEE DETAIL THIS SHEET NOTE: SEE DAM EMBANKMENT SECTION A°A
PRINCIPLE SPILLWAY DETAIL SHEET D-4.2 ( ) R PRAP OUT~.ET PROTECT ON
SEE DETAIL THIS SHEET
Y N NTS
SCALE = 1 " = 4'
SEAL SEAL
~~~~AAIUI I IIItIIIf~~~ ~ BRIAR CHAPEL DATE: JULY 15, 2011 SCA~>: ~C~~N°M~R MCE PRO7. # 02735-0073 CP501
CA RO ~0,.. ..lid,
pFESSt 9 q . s~i~ ~ ..ww - q n ~ A /~P HAnS 6 pSn UTN h p I DRAWN GCA HORIZONTAL: DRAWIN6NUM8ER
t N1aTNL.11v1 ( ~I II\1 1\Il 1RTN ~ARI 1I TI\IQ DESIGNED GCA AS NOTED ^ ~ J
Snr- 1H gy ve er e e e ®r ,e ® vvv e ® ® e , e, ®v e ~ e e e yr ee \1/ i~AI ~r , CHECKED CHS VERTICAL: UTe 1
1730 Varsity Drive, Suite 500 - 028419 _ Raleigh, North Carolina 27606 PROD. MGR. CHS N/A
711512011o Phone: [phone], Fax: [phone]
q NGINEE,. F-122
b Y by BMP #9 DESIGN & DETAILS STATUS: REVISION
REV. NO. DESCRIPTIONS DATE ~11III I I I I11~ www.mckimcreed.co CN9N[IINI REVISIONS COMMUNITIES ISSUED FOR PERMITTING

~ 0' 10
15 _ -~-VEGETATIVE°~ 18 TOP WIDTH vAR~Es
SHELF
~ ; ~ ~ ' PLACE TOPSOIL AND VEGETATE
j ON EMBANKMENT AND .DISTURBED
/ / ~ / ~ ~ % AREAS ABOVE PERMANENT POOL
~ , %
P ~ % ~ / M P i ~ ~
1
/ % ~ CLAY CORE ~
/ ~ - i SHELL ZONE ; j i ZONE / ~ M X ~ ~
/
NORMAL POOL EL. 462.50 1 MAX ; ~ ~ / 10. / / ; ~ / ~ ~ ~ ~ / i ~ ;
- ~ / / j~ ~ i i / ,
~ ~ 7` ~ i ~ / ~ ~ , SHELL ZONE i ~ ~ ~ / i
i i ; ~ / / i ;
MP , / / .1 ~
STRIP AND STOCKPILE TOPSOIL i ~ ~ % ~ ~ i°° , EXISTING GROUND
~ ~ / - ~ ~ ' ~ ~ ~ / /
BOTTOM OF POND EL, 457.0 ~ ~ i~ ; ~ i ~ , ~ ~ ~ ~ ~ ~ EXTEND KEY TRENCH TO HARD
6 CLAY LINER. ~ ~ i ~s , ~ / ~ ~
SEE SPECIFICATION ~ ~ / ~ o' i ~ i ~ ~ i' /o~ CLAYEY SOIL - 3' M1N.
THIS SHEET
8'
KEY TRENCH D~ DAM EMBANKMENT NOTES: CLAY LINER NOTES:
1) 1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
FC FOUNDATION WILL BE PROOF RDLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE WATER FROM INFILTRATING T00 QUICKLY INTO THE UNDERLYING SOIL, THE
RE REMOVED. CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE WET DETENTION POND AREA UP TO ELEVATION 454.50. THE LINER CAN
- A ITT A AM 2) L 2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95~ OF MAXIMUM BE ACCOMPLI5HED BY BLENDING EXISTING SITE SOILS WITH CLAY TO
- NTS S1 STANDARD PROCTOR DRY DENSITY OR HfGHER (ASTM D-698). THE CLAY. CORE ZONE ACHIEVE A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC
WI 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
TOP OF DAM C( ARMORTEC -ARMOR FLEX OPEN CELL gE 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
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
TOP 0 ARMORTEC ~ OR APPROVED EQUAL INSTALLED PER F MANUFACTURER'S RECOMMENDATIONS. EL. 466.00' 3~ 3) EMBANKMENT FILL THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.72 GM/DAY.
3.0 _ TOP OF DAM ELEVATION 468.00 THE PROPOSED MATERIAL FOR THIS LINER SHALL BE TESTED BY THE
- - ~ ~I ~ - ~ ll _ 1 100-YR STORM EL. 466.86' ~ u~ ~.[I . I -I I ~ ' II ~L~' - ~ - ~ I I I ~ SF (-III-- I I I---~ - . ~ - ~ SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE N0. 200 SIEVE OR A PI OF ON51TE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF
~-L I f I'=I - ~ ~I ~~-~I ~ ~ I- III-I ~ _ - ~ GF LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE N0. 200 SIEVE IS THIS TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
~-I li- I- I-1 +~-I I:-~ ~ -I I , I-~ I I-I ~-I ~I I-~ I I-Ili--I i ~~--I I-1 a I - II ((~-i I (=i II I I III --III: I i I _ I I (-I~ ~ ~ LL-~__ GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS CH OR CL PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A LAYER ~ ) OF TOPSOIL MAY BE ADDED OVER THE LINER TO PROVIDE A HEALTHY
III III _I I _ - _ - - sF SHOULD NOT BE USE6 AT THE FACE OF THE SHELL ZONES.. MEDIA FOR VEGETATION GROWTH:
I- 11=1 I I-i I .,..III---I~ i 1=1 I I-~ , i=~! ~-11.1=-I 11=11~r FILTER FABRIC ``~1~~_[~,-'_`~___~'._~I~J ~ ==J,l=~ Cl CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60

1/57 WASHED STONE 4~ 4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
60'
5 LIMITS OF ` 5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
CONCRETE CRADLE 1' TF 4, 6" SOLID WALL PVC THE EMBANKMENT AND SUPERVISE CONSTRUCTION,
TO DAYLIGHT - - - - - - - - - VARMINT SCREEN TO 6 6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
WA ~ BE PLACED ON OPENEND. FC FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
NTS M~ Meadow Mix ERNMX-182
FLOW 36" CONCRETE
? 12' PRESSURE PIPE
- - - - - - - 6" SOLID WALL PVC TO DAYLIGHT
LIMITS OF 4.1' VARMINT SCREEN TO
CONCRETE CRADLE BE PLACED ON OPENEND.
O Z
orn o~
~ NOTES: H" Q d H Z
DHp~lR N1 {FT.( D 8" THIS PRECAST ENOWAIL MAY BE USED FOR THE FOLLOWING HO~V 6' PERFORATED PVG COLLECTOR PIPE TO BE m ~ r ~ - STANDARDS: 838.21, 838.27, 835.33 ANO 838.38. Lt-J~HZ COLLECTOR PIPE CAPPED ON BOTH ENDS
wz-i=D I I INSTALL PRECAST ENDWALLS WITH WINGS AND PAY OONx - O ~ ~ p ~ - I I FOA IN ACCORDANCE WITH SPECIFICATION SECTION 838. W Q Q tl _ O Ci
= Z~m - - T I' f * USE 4000 PSI CONCRETE. 1"V20C4 FLAN VIEW ~ N OO i -D"~ 1'-0"L ~ PROVIDE ALL REINFORCING STEEL WHIGN MEETS ASTN A615 F S ~ Z I j
Z ~ Q H T - 'I FDfl GRADE 60 ANO WELDED WERE FABRIC CDNFORMIND ~ ~ U_ ~ J 02 ~ Z j'-~-~ - - - * TO ASTN A185 WITH 2" MIN. CLEARANCE. 00(0 ~
D D ~ _ _ ~ i l n PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH z . ~ 'C H V ~ ~ H2 I H2 OSHA STANDARD 1928.704. C d H
G7 P ~ * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY W O ~ IQ1 _ _ CSIRC - - H1 811 I CONTRACTOR O
i _ _ _ I • ALl ELEMENTS PRECAST TO MEET ASTM C913. 1' ~ ~ 1 WELDED WIRE FADRIC MAY OE SUBSTITUTED FOR REBAR
_ _s_.-~i _______t- AS LONG AB THE SANE AREA OF STEEL IS PROVIDED. 3' - - I 1,_D„r-~ - - ~ - PROPOSED GRADE
L ~ ~ GHANFEA ALL CORNERS 1' DR HAVE A RADIUS OF 1". ` ~ „i i ON D04JNSTREAM
5" OA.(TYP.) 8 ~ ' ~-REFERCTOTCHART 3 SIDE OF DAM 'n REFER TO CHART ~ FOA BAR SIZE w 2' M .
O FOA BAR SIZE ~ NOTE: THE MZ4IMUM BAR SIZE SHALL BE N5 BRAS J Y ~ ~ ltl ' AT 8" CTS. THE CONTRACTOR WILL HAVE THE OPTION ~ ~
N{ m p ELEVATIQN SIDE TO INCREASE THIS BAB SIZE AS NEEDED. ~ Q O
GZ'S~H C4 r o z G ~ #57 WASHED STONE my= H Z 2'
1~L7 QWa N ~ ENDWALL DIMENSION5 ~
~ ~ W2 (Fr.1 FT. I MINIMUM MIN.{MAX. MIN.tMAR. MIN. (MAX. NIN.(MAX. NIN.(NAX. G ~ - --r x D I BAR SIZE N1(FT.) H2(FT.~ D (FT.) W1 W2 ~ O W ~
~ Z _ PIPE DIR. - 7 Q ~ ~ 36" CONCRETE c >r ~ ~ I ~ 1.0 #5 @ 1.25!2.00 2.0013.75 1.2511.75 3.0013.5 5.5016.00 FLOW
~ ~ o ( _ - O V ~ - 7.3' PRESSURE PIPE nt m ~ 1.25 #5 @ 8" 1,2512.00 3.00(3.75 1,2512.00 3.50(9,75 fi.5016.75 , Z G x
- - - - - - _ - - -----i d I- O ~ ~ I 3.0014.25 1.5012.50 3.5013.75 fi,56J6.75 I F 1,50 #5 @ 8 1.2 - - N m r - 1 ~ - ----I cn v =
v ~ I I 2.0 ~ #5 @ B" 1.5012.50 '14.0014.75 1.75!2.50 4.00(d.25 7.5018.25 a - - m m H ~ 'i ~ x I- - z o
Z ~ ~ - ~z~ 2.5 I #5 @ 8" 2.50!3.50 14 00/6.00 2.00/3.00 4.5015.50 10.00!11.50 I U1 ~ w _ H J ~ G P I 5.0016.00 2.75(3.50 .5.25(5.75 1L50111.75 J Q L7 L5 I~ 3.0 #5 @ 8" 3.0013.50 ~
o ~ O ~\0/Q.~ 3.5 #5 @ 8" 3 2514.50~fi 0016 75 3 25(3.50 6.00)6,75 12.00113.25 z W N zi ~ W
~ ~ 1' 4.0 ~ #.5 @ 8" 3.5014.50 !6.50/7.00 3.2519.50 6.50!6.75 13.00113.25 a ~ PLAN 4.5 #5 @ 4.0015.00 6.50/8.50 3.2514.00 7.00/9.25 13.50/15.75 ~ 6" SOLID WALL PVC
r ---I - TO DAYLIGHT 5 D I #5 @ e" 4,5015.00 1 7 aD/a, so 3 25/4.00 7.25/9,25 13.75115.75 MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
5.5 #5 @ H" 4 5015.00 7.5018.50 3 2514,00 7 2519.25 14.00115.75 FABRIC WITH 18-INCH BE PLACED ON OPEN END. - - _
fi.0 _ #5 @ 6" 4 50!5.40 i 7.50)8.50.3 2514:00 7 75!9.25 14.75116.75 OVERLAP AT ALL SEAMS (TYP)
SHEET 1 OF 7 SHEET 1 OF 1
838.80 838.$0 R
NTS
SEAL SEAL
~ ~~~uintilu(lrllll~ BRIAR CHAPEL DATE; )ULY15,2011 M9CFllENUMBER SCALE CP501
~N .,.FARO off.. li " PHASE 6 SOUTH MCEPROJ.# 02735-0073
~ A q I~ DRAWN GCA HORIZONTAL: DRAWING NUMBER
.,,~o..~~ ~~"~®T~"~®~ ~n~ ~~~TY ~I? 1RTN rlaR~I TI`~iQ DESIGNED GCA AS NOTED ~ e ^
f V 1 1/ 1 A 1 1! 6/ 1 V V i./ I Y I 1 I Y V I \ I A I V! 4 I \ V I.i I Y! 6 U 1 L
1730 Varsity Drive, Suite 500 028419 Raleigh, North Carolina 27606 XCHAPEO ® CHECKED CHS VERTICAL: V 1~ PROD. MGR. CHS N/A
. 7/15/2011 Phone: [phone], Fax: [phone]
,,~q NGINEE•.. G0 F-122
Y by B M P# 9 DESIGN & DETAILS STATUS: REWSION
REV. NO. DESCRIPTIONS DATE ~//11111m0\0 www•mckimcreed.co Newland COM REVISIONS l COM ITIES (ISSUED FOR PERMITTING

~ \ I ~ ~ 1
PLANTING SCHEDULE
~ ~ t ! ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTAINER SIZE AT
I ~ ~ ~ i ~ ~ ~ ~ I t I ~ ~ SYM. A86. COMMON NAME ~ ~N NAME BOTANICAL NAME QUANTITY SPACING PLANTING
~ ~ ~ ~i ~ ~ ~ I ' ~ ~ ~ ~ ' ~ % A ~ I ~ ` SHALEOW WATER PLANTINGS GS
I I ~ A t _t' t 1 1 \ l ~ V 1 ~ 1
~ ~ ~ ~ ' ~ i , ~ 1 ; ~ h ~ ~ ' ~ \ ` I I SF SWEETFLAG ;TFLAG Acorus subcordatum 163 24"-30" O.C. 1 QT,
I ~ ~ ~ ~ ~ ~
i/~ ~ 1 ~ ~ ~ 8 JPy1f' ; K I , ~ ~ ~ I ! PW PICKERELWEED ELWEED Pontederia cordata 165 24"-30" O.C. 1 QT.
I i I i ' ~i i ~1 SRM A ~ ~ i 1 ~ ~ `~~~1 ~ t I ~
/ ~ ~ ~ , ~ - t I i !i . BF1 BLUE FLAG IRIS LAG IRIS Eris virginica 136 24"-30" O.C. 1 QT.
i , F ~ ~ 1 ~ ~ ~ X11 ST 'I I ~ ~ \ ~ I
~ I I ~ 7 SF ~ ~ ~ ~ ~ I ~ ~ i * + SOFT RUSH RUSH Juncus effusus var. 142 24"-30" O.C. 1 QT. pylaei or solulus
~ ~ ~ ~ ~ ~ 9,CF~ 11 BFI, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I 0000
~ ~ ~ ~ ~ ~ 11 PW ~ ~ ~ ~ ~ ~ ,l ~ I o000 ~ ~ ~ ~ > > ~ ~ ^ _ ~ ~ ~ 1 ~ ~ ` ~ ~ ~ ~ ~ I v a v v TSB THREE SQUARE BULRUSH ~ ~ ~ SM ~ ~ ~ ~ I ~ A ~ 1 ARE BULRUSH Schoenoplectus 142 24"-30" O.C. 1 QT.
americanus
~ ~ ~ ~ I ~ 1 ~ ~ I I ~ ~ ~ ~ ~ , ~ ~ / i SHALLOW LAND PLANTNGS S
~ 1 ~ 10 PW I i I ~ ~ > i i ~ ~ 1 ~ I I ~ I I ~~~~u~ ~ A ~ ~ ~ , ~ ~ i • '14 DPW ~ A ~~+I I ; ~ I i I LLLLLL
~ ~ ~ ' ~ ~ 1 ~ SR • ~ ~ I ~ - ~ I I i ~ I i SM SWAMP MILKWEED ~ ~ ~ ~ v A I /i ~ ~ ~ ~ '~'I LLLLLL ~ ~ , ~ i ~ 12 BFI i ~ ~ ; I ~ I / I 'I I I MILKWEED Asclepias incarnata 102 24"-30" O.C. 1 QT.
~ ~ ~ ~1 ~ I ~ 7 TSE3 I I ~ ~ ~ ~ ~~1 t ~ ~ I I ~ I I
~ ~ ~ ~ ~ ~ I I ' I CF CARDINAL FLOWER ~ ~ ~ t i ~ ` 2 SRM ~ ~ ~ ~ ` ~ ~ ~ r I ~ ~ ~ I 1 ~ ~ ~ 1 1 JPI~ ~ 7 SF's ~ ~ 12 SF ~ ~ ~ ~ ~ ~ ~ ~ ~ I i L FLOWER Lobelia cardinalis 109 24"-30" O.C. 1 QT.
DSE MALLOW Hibiscus coccineus 97 24"-30" O.C. 1 QT,
~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ ~ ~ 1 ~ I SRM SCARLET ROSE MALLOW ~ , p ~ ~ , ~ I 1 ~ ~ 1 ~ ~ ~ • ' 8 BFI ~ % 13 TJB v~ ~ ~ 1 \ \ \ ~ A ~ ~ ~ I I I
~ r ~ , ~ v• I j ,1 I I j ~ 1 ~ ~ ~ ~ 16 S µ ~ 13 S ~ I ! I I Po ~ 16 ST ~ , ~ ~ ~ ~ ~ 11, 1 JPW 1 ~ DWARF JOE PYE WEED PYE WEED Eupatoriadelphus dubius 94 24"-30" O.C. 1 QT.
~ ~ t , ° ~ i
~ I ~ ~ 14 PW---~--~ I V ~ ~ I ~ ~ ~ ~ ~ i I I I I n~;,~wru~„ ST SPOTTED TRUMPETWEED
• • 1 ~ C7 ~ 1 ~ ~ I 1 ~ {f[Mliit}N~(~NSNi}~} ~ "tiGGliMwllnv~nSivt l ~ ~ ' 14 CF 14 SR o9 oq c rya g 'CF ~ ~ , ~ ~ ~ ~ ~ ~ i ~UMPETWEED Eupatoriadelphus 101 24"-30" O.C. 1 QT, maculatus
~ / / r ~ A ~ ~ ti ~ ~ ~0 11 PW 13 TSB 1 W ~ ; ~ ~ 1 ~ ~ ~ ~ ~
~ ~ ~ ~ 3 P ~ ~ i. t ~ ~ ~ r ~ I ~ ~ 11 SR 1~ ~ ~ ~ ' i~ I i
13 f 1 11 ~ ' I ~ 1~ 14 BFI ~ ~ ~1 i ~ , 16 TSB ~ ~ ~ 1 M. ~ ~ ~ ~ ~ I ~ > r i ~ 1 I i I ~ ~ ~ S ~1 I ~ 1 ~
~ ~ ' ~ A 1 1 ~ I ~ ~ ~ ' ~ ~ ` i ~ ~ 14 SR t 1 ~ 1 ~ ~ I i I
i 18 SR ~ 1 ~ , I
( , ~ 1 1 ~ 1 ~ i \ i l l I ~t ~ , ~ 9 SF ~ ~ i I 114 BFI ~ 1 ~ ' ~
10 JP I 1 JPW 1 ~ ~ I I ~ cu l' I ~ ~ I ~ ~ ~ I 1 1 ~ co CUT & REMOVE ANY COVERING AROUND ftCOTS
~ ~ ~ 8 BFI I I i ~ ~ ~ ~I I ~ ~ I - t ~ i - ~
i i ~ i ~ ~ 'SR 1 ~ ~ i I~ I~ ~ 13 SF M I ~ ~ ~ ~1 I I ,i ( i ~ ~ li ~ ~ INSTALL PLANTS WHERE WHERE
15 S~ ~ ~ 1 ~ I ~ ' ~ I ~ ~ ~ ~ cROV~v is FLUSH t";im solL ~ 7SR ; 6STI ~ I~. iH SCIL
~ I ~ 1 ~~1 I ~ I ~ ; suRFacE i ~ ~ 32 BFI ~ ~ ~ II ! ~ I I URFRCE itadENDED TOPSOIL ViiN, 12 IN DEPTH
i 11 PW, ~ ~ I 0 1 I ~ ~ I \ I~ i ~ ~ 13 CF1 ~ .0 111 CF I ~ , ~ i
i 7 TSB i~ ~ ~,~q.~ ° d 1 11 I~ I ~'~1 ; ~ I
_ I avavkvvvovov ~r .'d: v~ 1 ~ ~ I I Ai ~I i, / ~ avovd vvov v ~ i~ ~I ~ ~i 1 ~ I ~i ~1 I I ~ + + + + + ~ $ ~ f + ''F"-' f t i~ # f f f$
_ ~ _I ~ ~ ~ ~ ~I 7 SF , ~ r b SM ti ; '1 ~I I. + + + + + + I 12 ST ~ 40 SF,' - ~ 1~5 TSB' f I i ` ~ , ~ ~ I ~ ~ + ~ + + + ~ • f ~ $ ~ + + ~ + + + +
I ~ 28 TSD ~ 't; ~ 33 SR t t ~ r ~ + + + +
I ' 10 BFI 44 PW ~ ~ ~ ~ , ` _ J ~ r _ I i ~ 12 P U i ~
~ 1 ~ ~
10 SR1 ~ ~ ~ i ~ ~ ~ ~ , , ~ 10 SR ; ` ~ ~ I i ~ ~ ~ ,~C~"~~, r- ~ ~ ~ / ~ ~ ,v ' T 1GE ~ i TIMGE ROOT OIAliETER EXISTI\G SOIL

~ 15 PW~, ~ i ~ ~ ~ - ~ "
11 JP~V~ 17 TSB ~ ' ~ f ~ ~ 1`~~; _ _ ~ 11 SF 6 TSB _
~ ~ d ~ ~ SRM ~i ! i ~ I^v) vavov ~ i ~ y ~ 15 BFI 15 SR' 17 PW ~ 7 PW _ i - _ ~ ~ ~ I 'I =RAL P L_A~1T ~ G D ETA L_
16 - i 1 4 TSB - NTS
9 JPW i ~Z CF - --~i ~ ~ ~ ~ • , ~ , ''`'".-,---12 BFI _ I r ~ i ~
I ~ ~~vJ~~-- _ va vvov ~ I ~ I ~ ~ ( I _ _ I f
~ _ _ _ - _ ~ _ , , ~ i ~ GENERAL PLANTING NOTES: RTES:
~~a~~ f~fL ~ - - ~ , '~~,~19,ST ~ ~ , } ~ ~ `
r~~1 ~ ~ ~ ~ I , ' ~ ~ ~ ~ 1. AVOID COMPACTING TOPSOIL TO PRC 'SOIL TO PROMOTE HEALTHY ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
its j . ~ - , ; ~ ~ ~ 2. ALL PLANTS SHOULD BE PLAN ED ~ ~ ~ I I - ~ ~ r I E PLANTED IN THE INDICATED RANGE TO ENSURE SURVIVAL.
,,.,~Il~l~ 1`~1`~1~1 ~ I ~ ~ ~ ~ ` I
~``~li~i 1~',~~~,t`'1 ~ 1 ' ~ ~ ~ ~ ~ ~ i ~ 3, SHALLOW WATER AND SHALLOW LAN N ~t t ~1 ~ ~ ~ ~ i ' >HALLOW LAND AREAS TO BE PLANTED WITH BARE ROOT, PLUGS, OR NGS AS SPECIFIED.
~~i ~ - , f ~ ~ I I I No°IT-N i CONTAINER LIVE PLANTINGS AS SPEI I r !l,t,~ - -
4. EXCAVATE A HOLE TWICE THE DIAME ;E THE DIAMETER OF ROOT BALL AND EQUAL TO THE ROOT DEPTH OF THE
INDIVIDUAL PLANT. PLACE PLANT IN CE PLANT IN HOLE WITH CROWN FLUSH WITH SOIL SURFACE. BACKFILL WITH
TOPSOIL AND LIGHTLY PLANT. 'CANT.
SCALE = 1" = 30' 5. BEGIN PLANTING DURING LOCAL GRO LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTS HAVE
ADEQUATE TIME TO ESTABLISH BEFO -ABLISH BEFORE WINTER MONTHS,
6, OBTAIN PLANTS FROM: COASTAL PI COASTAL PLAIN CONSERVATION NURSERY (252-482-5707), MELLOW MARSH
FARMS (919-742-1200), CURE NUR CURE NURSERY (919-542-6186) OR ENGINEER APPROVED SUBSTITUTE.
_ 7, REFER TO EROSION CONTROL DETAIL JTROL DETAIL SHEET D-2 FOR SEEDBED PREPARATION AND SEEDING
SCHEDULES FOR AREAS NOT SPECIFI NOT SPECIFIED IN° THIS PLAN.
AL OW WATER PLANTING NOTE`. SH L TING NOTES:
1. 70% OF PICKERELWEED SHOULD BE SHOULD BE PLANTED WITHIN 5-6 INCHES BELOW NORMAL POOL,
2. 70% OF SWEETFLAG AND 70% OF SC D 70% OF SOUTHERN BLUE FLAG IR15 SHOULD BE PLANTED IN THE 2-3 INCHES
- BELOW NORMAL POOL.
3, 70% OF SOFT RUSH SHOULD BE PL>c OULD BE PLANTED AT THE NORMAL POOL ELEVATION.
SHALLOW LAND PLANTING NOTES; NG NOTES;
1. PLANTS IN THIS GROUP SHOULD N0~ SHOULD NOT BE PLANTED IN AREAS THAT ARE INUNDATED FOR EXTENDED
PERIODS.

SEAL SEAL SCALE CP5O~
\\\11141111 I I I I I!/!~ ~ARO BRIAR CHAPEL DATE: JULY 15, 2011 M&Ch71ENUMBER
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