20071481 Ver 3_Site Plan_20080416

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TRANSPORTATION ENGINEER PAR[{S RECREATION AND CULTURAL RESOURCES
CERTIFICATION HY THE TOWN OF APEX PLANNIlVG/ZONING CERTIFICATION BY TOWN OF APEX CERTIFICATION BY THETOWN OF APEX Tltis dcawrog hes bemreviawedbytbe Town ofApex; aodm the best of my knowledge
mdbalief,confom>smthenquiremmtsestablisladmtheStmdsrd3 T~epB09~~'~'~bSWeTawaofApac,eodmthebatof Imow T~~B~bernreviewed theTownofA P TownofApex However,thissignaauedoesnotcrostihdeaveriancefrom~~al~ belief caofammtepesramtiommadehymedevelapvmaryeelf~mePad~a, ~ bestofmySaowledgeand ~ l>~ laoningDeparmrmtendmthe conforms to the Masts Subdivisim/SitePlaq which
requirememsconteinedm f ~ Reaeadoa,aad(khorelReaourceAdviemyCommissioawaa~twil6the cos wasapproved tlteBoardofCommissimers These Iaosalsoretlectthe mY ederal,state, orlocalmde,law,speaficmiogndea rmtocPubticpetkamdRareati eimeriatotelaia ~ ~ P re~remems ordmmce. The developedeagmeedwanacmrissolelyrapms>blefor ~ part,aaootiiaedm oftheApexwniag~d/orsubdivisionordiomce. Anyconddimms,excep6myor DRAWING INDEX
applicable meeholgall -Sorti~73oftheTown'slJnifialDevelopmeatp~amcemdgt6c(eN,Secfioni9of varimcesepprovedbytheBoerdofCommissioneasarenotedoniLapleos. t6eTowaCak.However,tltiedgaeauedcesaotometiaaeavariaoca6omeay C0.1 SITE STANDARD ABBREVIATIONS AND SYMBOLS C5.1 SUBDIVISION LANDSCAPING PLAN
tegrmemeab toamiaedmavy frdetel, adte, a Taal mde, law, epaci6ratia,ram a fYate: otdimarx.Thedeveloperleagmev/oommctorissolet Date: y reapweible to meamg all appliabk C0.2 SITE DATA AND GENERAL NOTES C5.2 SUBDIVISION LANDSCAPING PLAN
- B1' Dale: C1.1 SUBDIVISION EX. CONDITIONS/SITE DEMOLITION PLAN C5.3 SUBDIVISION LANDSCAPING PLAN
CERTIFICATIONBYIHE TOWN OF APEX C1.2 SUBDIVISION EX. CONDITIONS/SITE DEMOLITION PLAN C5.4 SUBDIVISION LANDSCAPING PLAN
ENVIRONMENTAL PROGRAMS This d<awiogLesbeenreviewedbytheTownofApezBwldiogliespationDivisim,end CERTIFTCATIONBYTOWNOFAPEX CERTIFICATION BY THE TOWN OF APEX C1.3 SUBDIVISION EX. CONDITIONS/SITE DEMOLITION PLAN C5.5 SUBDIVISION LANDSCAPING DETAIL SHEET
mthebestofmykaowledgeandbelie~conformstatherequrtemeatsestabliabedwithin Thisdlawiag rexew owao m e m theTowa'aCadoofOtdmmcesandt6eNodhCarolinaStafeBuildia Codes.However, T~dmwmghesbeenteviewed theTownof Ylmowtodse g by ApexPubficWodcseodUtili6es aodbeflef;pmvidesmaccepteble C1.4 SUBDIVISION EX. CONDITIONS/SITE DEMOLITION PLAN C5.6 POND/WETLAND LANDSCAPING DETAIL SHEET C2.0 SHEET LAYOUT PLAN C5.7 POND/WETLAND LANDSCAPING DETAIL SHEET
this aigaetme does mtmnsfibne averimce fmmm t trmepoehtioa syakm with aasidemrimfame federal,stam,orloml law yrequrremmtvrontaiaedinany (EnvQOnmmtalProgmme)andWthetrestofmyl~wledgeaodbelie~ el~emecaammedwrtbmWeTmospam6omPimront'a®rogmme> rte, ,speCi6mtim,taleorordiamce.The mfheregwcemmHeambliehadmdreSmndazdSpeci6catimsand ~ ealablinhediatlxSteadardSpeciScetiooeofaxTownofApex.However,tiriaeit;oeaae C2.0-B OVERALL SUBDIVISION LAYOUT PLAN C5.8 POND/WETLAND LANDSCAPING DETAIL SHEET
devel°peclmSmeerlconhaeWriaeolelytespoasbleformeefiogellappGable ConstrucfioaDeteilsand6leUnifiedDevetopmmtOrdmaaeeoftheTovmofAppc daesnotcanstipseavarimca5ommryaquo~enncaa~dinavyladaat,eaa,a However, dds sigsaWre dos not comfibne avarimce from my regakemems conminul 1ai~`~ ~'s`~o4 mla mordmaoee. Tho developa/es~aeedewnagmis C2.1 SUBDIVISION LAYOUT PLAN C5.9 POND/WETLAND LANDSCAPING DETAIL SHEET
. ~ iaanyfederel,state,orkaalcode,lew,spaificatim,mleotordinmce.71re solelyrespoanblefameemrgallappliwbletegakemeots. C2.2 SUBDIVISION LAYOUT PLAN C5.10 POND/WETLAND LANDSCAPING DETAIL SHEET
BR DW: developealeagmea/coatector iesolely responsible fameetingall app&ceble ~ H1' Date: C2.3 SUBDIVISION LAYOUT PLAN C6.1 ROADWAY PLAN/PROFILE
BT Date• C2.4 SUBDIVISION LAYOUT PLAN C6.2 ROADWAY PLAN/PROFILE
SOII, EROSION AND SEDIA4tENTATIONCONIROL C3.0 SUBDIVISION PHASING PLAN C6.3 ROADWAY PLAN/PROFILE
Thiadravriaghasbemreviawed6yllleTawoofAppS~m~ey09t~ ELECTRIC UTILITIES CERTIFICATION BY THE TOWN OF APEX aodhelief cmformstothereq~rirementseslabksl~dmtheSoilAaodonand ~ _ C3.1 GRADING PLAN C6.4 ROADWAY PLAN/PROFILE
Sed®eWatimCmaolOrdmmceoflheTowuofApex Howover,thissigoaWredoes This dmwingbasbeanreviewedbytheTownofApexEtectricUtilitiesDivision,aodto not constitute a variance from anyraguireme~s crmmmedin myfedeml, amts, orlocal the btu ofmy knowledge a~ belief; confam>s to the is established is tLe A
node,law~,speacdicatioq~eaadiaance. Thedevelopea/mgmar/co>mactaissolety Stande<dSpecificationsandConslmetionDeteilsandthe~Un~ifi~Development J T L C3.2 GRADING PLAN C6.5 ROADWAY PLAN/PROFILE L C3.3 GRADING PLAN C6.6 ROADWAY PLAN/PROFILE C ~ C3.4 GRADING PLAN Cfi.7 ROADWAY PLAN/PROFILE
~D09 ~8 Ordinance of the Town ofApex Howevea, this signaaa~e dogs not consfitate a variance C6.8 ROADWAY PLAN/PROFILE C3.5 WETLAND 1 PLAN/PROFILE C6.9 ROADWAY PLAN/PROFILE
THIS SIGNATURE DOES NOT CONSTTITJTE PLAN APPROVAL ONLYP ~ any requlremenfs contamed m any federal, state, or local code, law, specification, REQUIREMENTS. ASEPARATELETTBROFPLANAPPROVALWB,LHE~ ~eorordmance.Thedeveloper/engineerlmntsactortssolelytesponsiblefotmeetingall C3.6 WETLAND 1 DETAILS C6.10 ROADWAY PLAN/PROFILE i
MAILED TO TAEFINANCIAI,LYRESPONSIBLEPERSONATALATBRDATE a~licablerequiremenm. ACCORDING TO YHB CONSTRUCTION SEQUHNCE. C3.7 WETLAND 2 PLAN/PROFILE C6.11 ROADWAY PLAN/PROFILE
HY Date: B3" Date: C3.8 WETLAND 2 DETAILS C6.12 ROADWAY PLAN/PROFILE
PUBLIC woRxs AND UT~,rr~s C3.9 WETLAND 3 PLAN/PROFILE C6.13 ROADWAY PLAN/PROFILE
FBtE DEPARTMENT CERTIFICATIONBYTHE TOWN OF APEX CERTIFICATION BY THE TOWN OF APEX C3.10 WETLAND 3 DETAILS C6.14 ROADWAY PLAN/PROFILE
{°j ThisdmwmgbasbemreviewedbytheTowuofApexFireDeparmrmt,sndtothehcvt T~drawiaghasbexnreviewedbytheTownofApexPublicWorksandUtilities ofmyknow]edgeaadbelie~confomrstotheraluirememsestablishedwithmtheTown's pmt(Envinav~eatalProgtams)andtothebestofmyknowledgea~belie>; C3.11 WETLAND 4 PLAN/PROFILE C6.15 ROADWAY PLAN/PROFILE
Standard Speaficatlions, Fire Protection lhdmances, and die Nmtit Corollas Fire Code • canfosms to the requirements establisbed m the Standard Spevificatioffi and C3.12 WETLAND 4 DETAILS 06.16 ROADWAY PLAN/PROFILE C3.13 POND 5 PLAN PROFILE C6.17 ROADWAY -PLAN/PROFILE
Voltmme V. However, this signahne does not t:ute a variance 6~ any Conawction Details a~ the Uni6edDevelopment Ordmauce oftl~ Town ofApex. requirements conmined in any federal, slate, or local code, law, However, this si y [equiremema contained specd6cation,mleor goahuedoesnotconstiNteavariencefroman / C6.18 US 64 WIDENING AND C3.14 POND 5 DETAILS PAVEMENT MARKING NOTES 'i
ordiaence. The developer/mgineer/contmdoris soldyresponsrblo for .all m ~Y f~, state, or local code, law, specificaton, rule or ordinance. The applicable regtrbemmm. meermg devalopedenginecrlconhactor issolely respomsrble formcetingallapplicable C3.15 POND 6 PLAN/PROFILE C6.19 US 64 WIDENING PLAN
B : redmrements. Y pate. C3.16 POND 6 DETAILS C6.20 US 64 WIDENING PLAN
BY~ Date: C3.17 WETLAND 7 PLAN/PROFILE C6.21 US 64 CROSS SECTIONS
C3.18 WETLAND 7 DETAILS C6.22 US 64 CROSS SECTIONS
f C3.19 WETLAND 8 PLAN/PROFILE C6.23 US 64 CROSS SECTIONS C3.20 WETLAND 8 DETAILS C6.24 US 64 PAVEMENT MARKING PLAN
C3.21 PHASE 1 EROSION CONTROL PLAN C7.15 CIVIL/SITE DFETAILSONTROL PLAN
P S ECIAL CONDITION S OF APPROVAL C3.22 PHASE 2 EROSION CONTROL PLAN C7.2 CIVIL/SITE DETAILS
C3.23 PHASE 3 EROSION CONTROL PLAN C7.3 CIVIL/SITE DETAILS
o Rp C3.24 PHASE 4 EROSION CONTROL PLAN C7.4 CIVIL/SITE DETAILS
In G~ _ ~R 1. A RECOMBINATION PLAT MUST BE RECORDED PRIOR TO ~ CR ISSUANCE 4F A BUILDING PERMIT. C3.25 PHASE 5 EROSION CONTROL PLAN :RMIT. C3.26 SEQUENCE AND NOTES EROSION C7.5 CIVIL/SITE DETAILS
Q E~ o Sp,1. 2. PERFORMANCE AND/OR MAINTENANCE BONDS WILL BE REQUIRED 0 C CONTROL PLAN C7.6 CIVIL/SITE DETAILS
I N ALL NEW PUBLIC NFRASTRUCTURE FOR THIS PROJECT PRIOR TO RECORDATION OF REQUIRED PLAT. C4.OA OVERALL UTILITY PLAN C7.7 CIVIL/SITE DETAILS
US HWY 64 3. A M AXIMUM OF 50 UNITS WILL BE GRANTED CERTIFICATES OF OCCUPANCY S C4.06 OVERALL UTILITY PLAN C7.8 CIVIL/SITE DETAILS
SINGLE POINT 0 ERVED BY THE 3Y THE C4.1 SUBDIVISION UTILITY PLAN C7.9 CIVIL/SITE DETAILS
o F ACCESS TO US 64 PRIOR TO OPENING OF THE APEX PEAKWAY TO N S ORTH SALEM Q _ TREET AND/OR LAURA DUNCAN ROAD. )RTH SALEM C4.2 SUBDIVISION UTILITY PLAN
0 ~ 4. TURN LANES AND A TRAFFIC SIGN C4.3 SUBDIVISION UTILITY PLAN
~ AL SHALL BE PROVIDED FOR THE INTERSECTION OF NORTH Q SALEM STREET AT THE APEX PEAKWAY WHEN IN EXCESS OF ' NORTH C4:4 SUBDIVISION UTILITY PLAN
~ p THE TOWN S SCOPE OF WORK BASED Q ON THE RECOMMENDATIONS IN THE TRACKSIDE DEVELOPMENT T1A DA )RK BASED C4.5 SUBDIVISION UTILITY PLAN
z p TED MARCH 10, 2007. ~ 5. PENDING NCDOT APPROVAL THE i07 C4.6 UTILITY PROFILE C4.7 UTILITY PROFILE ~
l- w ~ RIGHT OF WAY ALONG US HWY 64 ADJACENT TO THE ~ Q NORTHEAST CORNER OF THE SITE SHALL BE PLANTED WITH LOB IE C4.8 UTILITY PROFILE ~ , ~Q
~ _ LOLLY PINES. C4.8B UTILITY PROFILE
~ ~ } 6. ALL S w o ~ TORMWATER DETENTION STRUCTURES SHALL BE DESIGNED TO LIMIT TH C4.9 SUBDIVISION EASEMENT-PLAN k ~ ~OUg
~ N ~ CONSTRUCTIO E POST Q N RUNOFF FROM THE 25-YR, 24-HR PRECIPITAl10N EVENT TO THAT OF ~ a PRE-DEVELOPMENT CONDITIONS. C4.10 SUBDIVISION EASEMENT PLAN
z C4.11 SUBDIVISION EASEMENT PLAN ' ~'~}'~~NI)~'~~NP~~~t4a~,~:~a
Q C4.12 SUBDIVISION EASEMENT PLAN C4.13 OFF-SITE EASEMENT PLAN
~ COMaVIt1NI TY A.MIVIENITIES Q C4.14 UTILITY PROFILE
_ Al r ~ )g eenway trail and 2)6 benches will be rovided as ar p p t of this development
O nt C4.15 UTILITY PROFILE C4.16 UTILITY PROFILE
OWNER & DEVELOPER C4.17 UTILITY PROFILE T(1 ('1 T TT111 ~fTTm ~ r
C4.18 u711 inr pRn~i ~
AF LX FIRST DEVELOPMENT, LLC IMPERVIOUS SURFACE SUMMARY 'OE SUMMARY : 1.-# vv y 3 U 131V111 1 AL
PO BOX 1197 RCA (PERVIOUS): z 20.48 AC
VICINITY MAP APEX, NC 27502 BUILDING AREA :
NOT TO SCALE PHONE. [phone] PROPOSED PAVEMENT AREA . 22.05 AC APRIL 16, 2008 KENT AREA ; 20.04 AC
FAX: 362 - 7822 TOTAL IMPERVIOUS (919) AREA IS AREA : 42.09 AC
EMAIL: MARKGAFD®AOL.COM
TOTAL IMPERVIOUS PERCENTA IS PERCENTAGE : 58% BBM PROJECT # AFD001.000

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\ ~ \
WETLAND DESIGN DATA ~ ~ _ ~
~ ~
The si natur s AREAS PREDEVL POSTDEVL ~ ~ "t~ ~ g e below certify that this sheet has been reviewed and approved solely \ ~ ~ r~
er the certii•ication si ned on the cover sheet of these construction Ions. ~ ~ p g p WATERSHEAD AREA: 14.80 ACRES 14.80 ACRES ~ ~ , / ~v ~
~ PAVEMENT/BUILDING AREA: 0.00 ACRES 8.26 ACRES ~ ~ ~ t11
NATURAL AREA: 14.80 ACRES 6.54 -ACRES ~ ~
CM -Engineering Date Public Works -Env. Programs Date % IMPERVIO S AREA' % ~ ~ ~ ~/1~ U 0.00 55.81 % ~ ~ /1~
~ PERMANENT POOL AREA ~ ` ~ - - _ - - ~ ASSOCIATES, INC.
_ REQUIRED: 0.33 ACRES ~ ~ CM Transportation Date Planning Date ~ F ~ 1'~ i ~~---------474---- ~ EST. 1999 ~
PROVIDED: 0.50 ACRES
OUTLET STRUCTURE ~ ~ J ~ _ _ _
CM -Building Inspections Date Planning -Transportation Date G
RISER WIDTH 6.0 FT J ~ - - - y ~~.a.~~
RISER LENGTH 6.0 FT ~~0 6
R ~ ~ Public Works -Water/Sewer Date Fire Date 0 HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL ~ 407 Gorman St.
~ 8 2:1 ~ A~ Suite 101
1 YEAR STORM: ~ Public Works -Electric Date Parks, Recreation & Cultural Res. Date PEAK OUTFLOW 10.08 CFS 0.39 CFS ~ _ 484482 / ~ Raleigh, North Carolina 27607
RISE ~ N - 2.81 FT - x.-480 _
~ ~ ° PEAK STAGE ELEVATION 476.31 FT r~ ~ ; - - 476 ~1 ~ 919-833-7336
~ 'fir ~o ; i Public Works - S&E Date FREEBOARD 7.39 FT ~ ~ ; l8 .I ~ ~ '~.`,.;,,~4~0 36.,1
~ ~ •'~-~,'SO A8:36ry B ~ ' =.=474 3.1 - \ ~ Fax:[phone] o. ~ p ~ ~ 70.5 ~ www.bbmassociates.com
NOTES KEYED TO .PLAN 2 YEAR STORM: ~ ~
P A W E K OUTFLO 13.69 CFS 0.43 CFS ~ - ~ X6.1 ; ; ~
A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.6• RISE 3.38 FT ~ `
PEAK STAGE ELEVATION 476.88 FT 3.., . ~ ; . ~ ~
B PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. ~ FREEBOARD 7.12 FT ~ --.x\\;,,-''3_:1 ~e, ~3sy ~ ~ i
C .NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. ~ ~
10 YEAR STORM: ` ~ ~ . ` CgRQ
D NEW REINFORCED VEGETATED SWALE. GRADE TO EX LAKE. REINFORCE ~ PEAK OUTFLOW 28.22 CFS 5.59 CFS ~ ~ ~ /
LAKE ENTRY POINT WITH PSRM LINER. SEE DETAIL 5 THIS SHEET. RISE 4.02 FT ~ ~ ~
~ t PEAK STAGE ELEVATION 477.52 FT ~ ~ ~ ~ 9p X88 \ 3,S ~ ' 1 / ~ G~:~Q~o .:y
E POND WALL ORIFICE. SEE DETAIL 1 THIS SHEET ~ ~ FREEBOARD 6.48 FT ~
I ~ F ZONE 2 RIPARIAN BUFFER I
25 YEAR STORM: _ ~ i ~ r r M. MPt~ o~
G ZONE 1 RIPARIAN BUFFER 37.55 CFS ~ PEAK OUTFLOW 14.81 CFS
~ RISE 4.55 FT ~
PEAK STAGE ELEVA110N 478.05 FT o~
FREEBOARD 5.95 FT ~ GENERAL NOTES ~ ~ , i l l ~'0~ p~ ~
_
1 PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE 50 YEAR STORM: ~
OWNER'S GEOTECHNICAL ENGINEER. PEAK OUTFLOW 45.20 CFS 24.04 CFS
RISE 4.96 T ~ F ~
PEAK STAGE ELEVATION 478.46 FT ~
FREEBOARD 5.54 FT ~ ri Sri Q~ ~a r r~r
l l /0 i /r ~ i
® 1 ~ ~ r/ r~ Q i
1
1 ~ ~ ~ r l/i ~ ~
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r l r ~ ~ l

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1. ~ rrr ~~0/ ~ri W ~
TOP OF EMBANKMENT „ o A a
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n I, ,r~~ ;
i
r~~~ ~ ~ ~
q9 ~r'y~~~= I~'`~, ~ .I,~~~ BACKFlLI., SEE DAM ~~~~°,~'~4~ ~ ,;~~,f e- q~. ~,a' w~ ~ ~ ~ ~ SEC110N DETAIL 4 1HIS SHT.
Z
e' ~t~~ GRAPHIC SCALE hI
' ; n
~ EMBANKMENT, SEE DAM " ~I> ~ SECTION DETAIL 4 THIS SHT. ~ ~ ~ ~ r ~ ~,y~k~v, I~ SEE SHEET C3.2 8c C3
~ ~ PSRM LINED 28cC3.4FOR W
~ ~ • • ~I~ ,ate , ,I ~ WETLAND ELEVATIONS gTION S ~ ~ ~ ~ ~ ts-+
,_c~ 1 inch = 40 ft
~•.I~ 30' DIA - I-- ~ ~ . 0-RING RCP ' ; ' , ; '
I - - - - , ~ e ~.o
,I , ~ CONCRETE PIPE BEDDING ~ y, g . ~ ~ EMBANKMENT FILL MATERIAL SHOULD CONSIS ISSUE SEQUENCE
~~~,I ~ . 4000 PSI 28 DAY STRENGTH ~x ~ ~ ~ SWALE SECTION a'q~l 4,. v ~ ~ f t ~ ~ SLUMP 2 TO 3 TO BE FlNISHED , OF SC CL ML SM (CLAYS & SILTS) OBTAINI OULD CONSIST 0 DATE DESCRIPTION ILTS) OBTAINED
',I a'.s .r . w Ao,t '$s aJ ~.a,d «a' ~ °g. , ~ „ • FROM SITE OR CONTRACTORS OWN SOURCE. )WN SOURCES, 9 24 071SSUE FOR CONSTRUCTION
° , ~ ~ NOT TO SCALE ~ 3 COMPACTED SUBGRADE " " " COMPACTED TO 95% STANDARD PROCTOR. ID PROCTOR. 12 18 07 DW REVISIONS
, , ~ .ttl : 12 30 RCP 12 MAXIMUM DRY DENSITY ASTM D-698. " MIN MIN " M D-698. ® 3 20 08 DW REV. 2
~'~,~s~ ~ PLACE IN 8 LIFTS.
24" z4•
CONCRETE PIPE BEDDING MIN MIN PRINCIPAL SPILLWAY
NOT TO SCALE " TOP OF DAM REINFORCED VEGETATED SWALE
>18 RISER CREST ELEVATION = 484' PSRM LINED
ANTI-SEEP COLLAR PERMANENT FOREBAY PLUNGEPOOL - ' / ELEV - 479.43 ELEV = 470.5 PERMANENT POOL WIDTH = 10' LENGTH = 94 LF
NOT TO SCALE ELEV =.473.50' l UPPER ELEV= 470.00'
3.1 SLOPE
3:1 SLOPE SOL PE ELE.06%469.00' SIDE SLOPE= 2:1
NOTES 1- ' SWALE WIDTH= 5'
" " ,,r SWALE DEPTH= 1.5'
3:1 SLOPE 0 -6 CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN) 28 DAY LOW MARSH
STRENGTH. ~ ELEV = 473.00' ,
3:1 SLOPE RCP OUTFACE BARREL CONSTRUCTED
ANTI-SEEP COLLAR- 2• COLLARS SHALL BE CONNECTED TO 24" RCP WITH A ~ :EP COLLAR DIA = 30" WETLAND 1 FAIL 2 THIS SHT. LENGTH = 95 LF /r~
WATER TIGHT JOINT. FOLLOWING EXCAVATION OF PONDS THE CUT SLOPES AND POND SEE DETAIL 2 THIS ,
BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDDI C PIPE BEDDING UPPER INV = 470.50; PLAN/PR~FILE
3• COLLARS SHALL BE SPACED ALONG BARREL AT 20' 0 C. IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR " SEE DETAIL 3 TH / >18 SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH MI R P DETAIL 3 THIS SHT. LOWER INV = 470.00 - SLOPE = 0.53
C 0 OOL
d ALIT nrrn ~ . ne+ ~ A ~ ~ nr n. A nrn A nr ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM R~TTnI~ FI Fv = a.~n Sn' ~n Sn' - - ~ ~ ~ ~
T• Aw to JcCr IrVLLMr%a ;DnMLL DC r'LHLCU A MINIMUM yr c CONTRACTORS'S OWN SOURCES, AND COMPACTED TO 90% OF RCP SHALL BE IN ACCORDANCE WITH \.J ? • ?
FROM PIPE JOINTS. STANDARD PROCTOR MAXIMUM DRY DENSITY. ASTM D-698 ASTM C-76 DAM SECTION "0" ING RUB ER GASKET JOINT
DAM i CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT MEETING ASTM C-443. PROJECT NO.: AFD001.000 NOT TO SCALE DESIGNED BY: JEA
A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. CHECKED BY.- ANNA
DAIS: 02/05/07

I
3'-0" 3 4` DIA GALV BAR 1' O.C. / ~g~eSU.~
1~~
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2 i/2"x2 1/2"x3/8' GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~
3/4" CHAMFER ALL EXPOSED EDGES RISER CREST: 479.43
ROD COUPl1NG CONCRETE STRUCTURES: ' '
WHEN REQUIRED
. O ~ , 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ ASSOCIAT>~S, INC. b
(2) 2 WEIR :477.00 ~ SHOWN PRIOR TO CONSTRUCTION. ~ EST. ig99 ~
BOLT/NUT ASSEMBLY • Z. ALL SAFTEY REGULATIONS SHALL 8E STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~ ti
PROVIDE 2 BARS " / BARS ~ 12 O.C. ERECTION OF STRUCTURAL. MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
66 SAME SIZE CUT ' ~ L~ EACH WA,TA1 ~ 4 / ~ ,
2" CLEAR ' ' 1 1/2" DIA. EXTENSION ROD s TYP. 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED ? d. $
~y- ~ COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE SOIL BEARING PRESSURE SHALL BE VERIFlED SY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
, • BOLT/NUT ASSEMBLY PLACEMENT.
NCDOT STD. , Suite 101
840.66 2 FEMALE SOCKET COUPLING C.1. ASTM 126 C30 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607
STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919.833-7336
y. & Fax: [phone]
2) ~4 REBAR 6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
2 ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
z C3.6 NOT TO SCALE DOUBLE ~4 DOWELS EACH SIDE OF OPENING ~ • ~ STRUCTURES" (ACI 315, LATEST EDITION).
o~~ " ' 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
" ~ 2 ~~2 2 KEYWAY W/WATERSTOP (TYP) e, 2 BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
" 3 3/8' HEREIN.
DOWEL 0 12 O.C.
BOTTOM OF POND BARREL ~ 18 OVERLAP) ~ ` o ~ : NON RING EXTENSION S1EM AS. ~TEMI ASSEMBLY 8. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ,~~~`'"~~AR''~~,,
4 ACCORDANCE WITH NCDOT STU. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER N,N~NO~ STEPS ANO PLUG VALVE STEM. ~4~•o~ESS~~ ",.~ti9'~,
e ,5... BOTTOM: a~o.5o C3.6 NOT TO SCALE • ~ e ;
:Q - .
3"-CLEAR ~ ~ ~ , , ` _ , ~ 0 PAINTING/WATERPROOFING: = c
. 31'~ „~mhhy, ~,r~ ~~r ;e*~.ya ~b,~'~« „tit• s 9 ~~'~;~'GIN~'~ ~
6' S M SM FlLL COMPACTED - a • ~ ~ ~ TO 90x OF STANDARD PROCTOR ~ pp 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). '.~9N
MAXIMUM ORY DENSITY. E~ ~ z~ ; s ~ ~ ~ ~a ~ THIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE '~a,,~~~~~~~~t,,~~~`~
a ryy33.,~n~,~ BARS 0 B O.C. t~,( "~~u~x~,~,~;. o~,~ ~ ,g, .°~a A~. ID~ :~Mfah~7.e iiq a .7 ,4 A~:#:~ •S2~Xh~ ~A A'W2.~. EACH WAY) „ SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTING. +
9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
" " ~ " " " C.I. GUIDE (ASTM A126) 6 8 6-0 8 6 MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255
i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FlLM THICKNESS OF 5.0 MILS. SECOND
I - COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM
i THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
~ - i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, MO. COLOR TO BE SELECTED
C3.6 NOT TO SCALE ~'l I ~ i BY OWNER.
BRONZE BUSHING ~
The signatures below certify that this sheet has been reviewed and approved solely ~ ~ MISCELLANEOUS:
er the certification si ned on the cover sheet of these construction tans. - ~ p g p I
I 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING _ STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
V_ I I COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
r CM -Engineering Date Public Works -Env. Programs Date VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
" ~
24 1 /4" 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND
ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. ~ U PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE
CM -Transportation Date Plannin Date I i I i 9 Il 11 I pp TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
C.I. BRACKET ii ii ~ 3-5 MIL'DRY FlLM 1HICKNESS. ALLOW 7 DAY CURE LIME. PERFORM SURFACE PREPARATION
ASTM A126 a x ~ STEEL NUT/BOLT/WASHER AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO _ J ^
CM -Building Inspections Date Planning -Transportation Date ~ 24" MAX. ~ r7 M 1 " BE SELECTED BY OWNER.
~ 0 MIN. 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~~~111~Tj~
EACH STRUCTURE.. O W
Public Works -Water/Sewer Dote Fire Date I I III
4" 4" i it i 13. WATERSTOPS SHALL BE 6-INCH PVC DUMBELL STYLE 746 BY GREENSTREAK ST. OUTS M
L11- -IL-~ I ~ OR EQUIVALENT.
~ I Public Warks -Electric Dote Parks, Recreation & Cultural Res. Date i i 0
I
W ~~x
Public Works - S&E Date HASP 1 EA. WEIR TO DOOR S LEFT EDGE - ww~ Q ~ a
do DOOR OPENING ARE TO LINE UP FOR ~ ~ w ~
PADLOCK. 5 3/4" DIA GALV BAR 6" O.C.
C3.6 NOT TO SCALE Cl1 A
2'X3' ACCESS DOOR HINGED TO SWING UP. PADLOCK ~ ' [J
DOOR AND OPENING TO BE REINFORCED AS 12" C.1. HANDWHEEL NEEDED. 21/2"x21/2"x3/8" ~
IMBEDDED GALV ~6 BAR GALV. ANGLE ~ f ~ O
1 ~ . ~ ~ z
PEAK TRASH RACK
3/4" DIA GALV BAR WELDED TO 2 1 2"x2 1 2"x3 8" GALV. ANGLE 0 1' CTS. 2 ~ f ~ EXP. BGLT 18" O.C. ; h'~
/ / / X ' RISER CREST: 479.43 ` ~ ~I~.°°~ 6A ` j
AD~ISTABLE STEM GUIDE ,s
x (SEE DETAIL THIS SHEET) m ~ C3.8 NOT TO SCALE a~',
~ . ~ (2) 2' WEIR .477.00
3" ORIFlCE 2" CLEAR
OUTLET 45' BEND . 4" DIP WALL PIPE
~ BARREL 3" DIP
~ ORIFICE 1: - 473.50 ` ISSUE SEQUENCE u
8" DUCTILE IRON ~ --r-------- N ~ 0. DATE DES(~iiPTiON
POND DRAIN ~ d 9 24 071SSUE FOR CONSTRUC110N
CENTERED ON OUTLET BARREL ~ i i NCDOT STD. 840.66. ~ 2 18 07 DWQ REVISIONS . ~ .
Y ; Y n I
- ~ ~ I ° NR EXTENSION STEM
i i - ~ M o (SEE DETAIL THIS SHEET) - ~ ~ ~ ~ I ° ~ BARS 012" O.C.
~ i i ~ EACH WAY) 0
8" DIA PLUG VALVE I G
I I
I DIP (FL» PLAIN END) D.I. WALL PIPE -
(DIA=8") FLxPLAIN END) .
1/2"xt/2" WWM WRAPPED? - - - OVER OPENING - - DOWEL 012" O.C. ~ ~18" OVERLAP)
NCDOT STD. 840.66. BOTTOM: 470.50 _ = -BARREL INV: 470.50
~ x 1'-0" MIN \
3" CLEAR R ~ ~ WETLAND 1
~ G \
BARS 0 12" O.C. " 8 SC, ML, SM Flll COMPACTED OUTLET
EACH WAY) TO 90~ OF STANDARD PROCTOR f;~ rl r b9~~„ ~ ~ OD * STRUCTURE
~ X MAXIMUM DRY DENSITY. r ,t y~ w/ M ~ r•
' P DETAILS
6'-O"
V-6' _ V-6" 6'-0' g" 6"
2 WEIR 3
15" MIN 2L6 NOT TO SCALE C306
6 SECTION Y-Y
C3.6 NOT TO SCALE PROJECT NO.: AFD=.000
DESIGNED BY JEA
CHECKED BY: AMM
DATE: 02/05/07

\ ~ ~ ~ ~ 5,,647 9q. ft. ~ ~ ~ ~ / gs SU
~ ~ 85 WETLAND DESIGN DATA ~ ~ fig, ~ ~ sq. ft. \ ~ .11 acre ~ / / / e
a L ~ 0.15 acres
AREAS PREDEVL POSTDEVL \ ~ ~ ~
~ ~ WATERSHEAD AREA. 5.60 ACRES 5.60 ACRES \ ~
PAVEMENT/BUILDING AREA: 0.00 ACRES 3,38 ACRES \ ~j x,007 sq. ft. ~ ~ ~ / % % / / W T1~
NATURAL AREA: 5.60 ACRES 2.22 ACRES 1 0 , The signatures below certify that this sheet has been reviewed and .approved solely % IMPERVIOUS AREA: 0.00% 60.36% ~ a~ (~.11 acres , / / / ~ / / i
per the certification signed on the cover sheet of these construction plans. ~ l /
.9~ PERMANENT POOL AREA \ 95 ~ \ a4 \ \ / ~ ~ / ~ ~ ASSOCIATES, INC. ~
REQUIRED: 0.13 ACRES , 6,568 sq. ft. j \ \5,007 sq. ft. \ ~ ~ / / / EST. 1999
CM -Engineering Date Public Works -Env. Programs Date PROVIDED: 0.32 ACRES 0.1 es ` ~ ~ ~ 011 acres , ~ / ~ ~ / r ~ / / ~ , nn~~
\ ` OUTLET STRUCTURE 7 ~ \ ~ y~
CM -Transportation Date Planning Date RISER WIDTH 5.0 FT .1 r \ ~ 5 ac es \5,007 sq. ft. / 1
RISER LENGTH 5.0 FT ~ ~i ~
HYDROLOGY HYDRAULICS PREDEVL POSTDEVL ~''C9 ~ ~ / \ / ~ ~ ~ 407 Gorman St.
CM -Building Inspections Date Planning -Transportation Date \ ~ \ ~ ~ ~ ~ , suite lol
1 YEAR STORM: ~ ~ ~ PEAK OUTFLOW 4.62 CFS 1.33 CFS ~ 07 sq. ft. \ \ ~ ' ~ { , Raleigh, North Carolina 27607 1 \ 4~8 'C~.11 acres \ ~ ' , ~ ~ /
Public Works -Water/Sewer Date Fire Date RISE 1.30 FT 1.01 ~ ~ i' ~
PEAK STAGE ELEVATION 467.31 FT ~ 88 \ ~ ~ ~ / 919-833-7336
FREEBOARD 2.69 FT ' X5,007 sq. ft.\ ~ ~ ~ 2:1 ~ ~ , Fax:[phone]
i I r I R 1 Public Works -Electric Date Parks, Recreat on & Cu to a es Date '~s ~.11 acres ~ \ / ~ ~ ; www.bbmassociates.com
k
2 YEAR STORM: ~
Public Works - S&E Date PEAK OUTFLOW 6.25 CFS 2.61 CFS q10 ~ RISE 1.50 FT
PEAK STAGE ELEVATION 467.51 FT ` _
FREEBOARD 2.49 FT 4 I a 3:1 0 / /
NOTES KEYED TO PLAN - ,
h~ A A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.8. 10 YEAR STORM: ~
PEAK OUTFLOW 12.81 CFS 8.86 CFS 2.
PERMANENT FOREBAY SEE DAM SECTION THIS SHEET. 0 k ~ B RISE 2.19 FT ~ ~~P , ' ~ 9= / i : Q'
PEAK STAGE ELEVATION 468.20 FT VIE ~ 2: / /
NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. / \ C FREEBOARD .1.80 FT _ _ ~ \ - ~
p NEW REINFORCED VEGETATED SWALE. „ . ~ ~ / / /
25 YEAR STORM: ~
~ ~ ~ \ E POND WALL ORIFICE, SEE DETAIL 1 THIS SHEET PEAK OUTFLOW 17.04 CFS 12.86 CFS ~ \
~ ~ ~ i RISE 2,53 FT , / i ? \
F ZONE 2 RIPARIAN BUFFER PEAK STAGE ELEVATION 468.54 FT / -
FREEBOARD 1.46 FT G ZONE 1 RIPARIAN BUFFER `l~~ _
~ ~ ~ - - I4 / / / ~ ~ / / / / / / / 1
GENERAL NOTES 50 YEAR STORM: - - - ~3; PEAK OUTFLOW 20.49 CFS 16.09 CFS ,
RIS 7 1. PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE E 2. 8 FT
' ~ OWNERS GEOTECHNICAL ENGINEER. PEAK STAGE ELEVATION 468.79 FT
FREEBOARD 1.21 FT ~ ~ / '
F~ i F f 66 466 46 ~ ~ ~ l/~~~ % / ~ '
i G ~ G ~ 411 6 / ~ i ; ' ' ,
~ I
i. i ~ ~ ~ 466 / l ~°I l il% l / ' ~ '
i 4 / l°° l%I%/ / / i' i /
~ 2 i •
I i ~ I `
1 1 46 ~ / / ~ 1
I. ° ' h~ / / % ~ % ~ 1
1~ .I f ~ I ' i ~ • V ~/~~f\. l l l ° ~ 11 ~ ' 'i i'''
1 ~1. /
1 1 1 / I ~
~r n 1 1 l 1 ~ ~ ~ O } / i /Q° ~ ~i%~~ 11 i i %
I ~ I• I . I
.
~ i ; l° l , l / / a ~I ~
1 .
,
ti " % ~ 1
TO OF EMBANKMENT ~ P . r--460-"---.~ / / ~ j / ~r l\~~ w v

I ~ ' ~ l i / i l%l ~ 11 i ~ ~
r~ s'
r~~ y : i H ~
#z , ;~~;I~~'~°p BACKFlLL, SEE DAM M•~ , ~M.~I~~`°,, ~~SECTION DETAIL 4 THIS SHT. \ V F-I Z
,y ~ ~ x., ~ . GRAPHIC SCALE h,
~ ~ r~ a~~~4
~ ~ ~ ~ EMBANKMENT, SEE DAM d0 D 7A d0 80 180
~ ~ ~ I~`'~~ y ~ SECTION DETAIL 4, THIS SHT. ~ SEE SHEET C3.1 FOR W •,;I a ° ~ ` I<~' yr~~~i,'.~~ PSRM LINED FOR WETLAND W
~
s E ATIONS ~I ~ II ~ yJ~y ~ I ~ v ,3'~ r ~ ~ ~ 1 inch = 40 fi"
",a ~,9 ~ `~C~ ~ ~ ~ ~ ° 24 DIA
r- N'. v 0-RING RCP ~ ° - - ~I ' far ° ~ ~k~, N Z_ -
~~~~I ~ ° ° L---- , yd ~ . ~ 2.O ISSUE SEQUENCE
°~I CONCRETE PIPE BEDDING ~ ~ x° ~ : 3 ~ EMBANKMENT FILL MATERIAL SHOULD CONSIST ULD CONSIST 4. DATE DESCRIP110N
~~~,y . ~ ~ ~ ~ ~ W S CTION ° 0 P 128 DAYS ENGTH SALE E ~A: ~ 40o S» » TR ~ OF SC, CL, ML, SM (CLAYS & SILTS) OBTAINEt TS) OBTAINED
~ ~ SLUMP 2 Ta 3 ro BE FlNISHEQv" ~ •~Y~ ~ , ,~,~.r d FROM SITE OR CONTRACTOR'S OWN SOURCES, ~ • ~ Roue. NOT TO SCALE UN SOURCES, ® 9 24 071SSUE FOR CONSTRUCTION
COMPACTED TO 95% STANDARD PROCTOR. ~ ' ~ COMPACTED SUBGRADE 12" 24" RCP 12" MAXIMUM DRY DENSITY ASTM D-698. ~ PROCTOR. 2 18 07 DWQ REVISIONS
D-698. 4 09 08 DW REV. 2
~ MIN MIN PLA y, ~ CE IN 8 LIFTS.
24' 24"
CONCRETE PIPE BED MIN MIN PRINCIPAL SPILLWAY
NOT E TOP OF DAM REINFORCED VEGETATED SWALE ELEVATION = 470.00' PSRM LINED
>18" RISER CREST WIDTH = 8' LENGTH = 77 LF
ANTI-SEEP COLLAR PERMANENT FOREBAY/PLUNGEPOOL ELEV = 468.90' ELEV = 463.0 ' PE -MANENT POOL
NOT TO SCALE EL ; = 466.00' UPPER ELEV= 462.00'
3:1 SLOPE LOWER ELEV =460.00' SLOPE = 3.9~
e,, SIDE SLOPE= 2:1
NOTES SWALE WIDTH= 2'
, » SWALE DEPTH= 1.0' CONSTRUCTED
0 -6 3:1 SLOPE . 1• CONCRETE FOR COLLARS SHALL BE 3000 PSI MIN 28 DAY 3:1 SLOPE N... ( ) LOW MARSH
STRENGTH. ELEV = 465.50 WETLAND 2 RCP OUTFACE BARREL PLAN/PROFILE
3:1 SLOPE 2 ANTI-SEEP COLLAR ;P COLLAR DIA = 24"
COLLARS SHALL BE CONNECTED TO 24 RCP WITH A SEE DETAIL 2 THIS SF AIL 2 THIS SHT. LENGTH = 75.50 LF
WATER TIGHT JOINT. FOLLOWING EXCAVATION OF PONDS, THE CUT SLOPES AND POND
BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDDIN 3, ~ IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR » SEE DETAIL 3 THI: PIPE BEDDING UPPER INV = 463.00' )ETAIL 3 THIS SHT. LOWER INV = 462.00'
COLLARS SHALL BE SPACED ALONG BARREL AT 20 0/C >18 SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH MICROPOOL SLOPE = 1.30 ~
ONE FOOT OF CL, ML & MH CLAYS & SILTS OBTAINED FROM
A A\IT ~ inn ~ nr . ~ ) BOTTOM ELEV = 463.00 1.00' nnn ni ~ ~ nr u. . nnnnn . uwr uww .
T• HIV I I-JCLr wuhR~ Jn^LL oC ri.n~r-U M MINIMUM Ur c \j00N NTRACTORS"S OWN SOURCES, AND COMPACTED TO 90q OF I%t*r 3rIALL Ot IN AUUUKUANk;t wlIN
FROM PIPE JOINTS. ANDARD PROCTOR MAXIMUM DR DENSITY. ASTM D-698 c ) ASTM C-76 (LATEST), CLASS 111, ING RUBBER GASKET JOINT WITH
DAM . TRACTO R TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER DAM SECTION "0"
ETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT T NOT TO SCALE MEETING ASTM C-443. PROJECTED NO.-. AFD001.000 BY: t lECKED BY: AMM
DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. DAM 02/05/07

i
2'-6" 3 4" DIA GALV BAR 1' O.C.
/ ~~gseSU~~
ti~
2 1/2"x2 1/2"x3/8" GALV. ANGLE ~ o
PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~
3/4" CHAMFER ALL EXPOSED EDGES „t, RISER CREST: 468.90 e: ROD COUPLING CONCRETE STRUCTURES: ~ ,
WHEN REQUIRED
/ 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ G
2' WEIR :467.00 SHOWN PRIOR TO CONSTRUC110N. ~ ASSOCIA.ThS, INC. ~ EST. 1999
a BOLT/NUT ASSEMBLY , 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~
BARS 0 12' O.C. ~ ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
PROVIDE 2 BARS " EACH WAY) ~
o SAME SIZE CUT " ~ ~ y s _ 2 CLEAR 1 1/2 DIA. EXTENSION ROD d~°~ ~ d. ~ 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED
TYP. ry COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
~ ° ' ~ BOLT/NUT ASSEMBLY ' SOIL BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St. PLACEMENT.
° < 2" FEMALE SOCKET COUPLING Suite 101
C.I. ASTM 126 C30 ~ 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607
• STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336 Fax: [phone]
2) ~f4 REBAR 6. ALL DETAIL FABRICATION AND EREC110N OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES" (ACT 315, LATEST EDITION).
Z DOUBLE ~J4 DOWELS EACH SIDE OF OPENING ~ C3.6 2" ' ~ NOT TO SCALE ,~~ti
2" KEYWAY W ATERSTOP TYP 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP BROOM FINISH.- ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
~ ( ) e. 338° / HEREIN.
DOWEL 0 12" O.C. 16" OVERLAP)
BOTroM of PQND ~ N RISING EXTENSION STEfrA ASSE BARREL ~ ilEl~ ASSEMIBLY 8. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ~~'''"~~~~"'''~o
ti ~ 4 ACCORDANCE WITH NCOOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER ~,~``~~~(~•~ARO(~%~~
C3.6 NOT TO SCALE rw; . BOTTOM: 463.00 S1EPS AND PLUG VALVE STEM. 0~ •FtiSS~o••.2
9 fiq _ .W • e~~ a nv 6 ~i ~ ~1 O . 'boa°tQ~#, ~.~Y .~`o' s ~ •g ,p , ags a~~.~~ .Q~~ ~•9 - A
3" CLEARS a.° ,~a~.,,tq r. ~ 'I
o~~~'r,tt ~ e n ~ ~ ~ ~ , PAINTING/WATERPROOFING: '
8 SC, CL, ML, SM FlLL COMPACTED ~ ~ ~ , r . . aft fr ~ A . fi ~ p 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). %,~qN M MP~~,,,,.`,
TO 90~ OF STANDARD PROCTOR ~y x , , r, ~ , " , . . , ~ . w ''f MAXIMUM DRY DENSITY. ~ a~ F ~ ~ IBIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE . 0 ~
~ ~ ~ '~a° BARS 0 8" O.C. ~ ~ , a~` ~d iris 3 ~r~ , ~,1~,., ~y~~, ~ ~,a. ~~e. .p -y~, - k"~`P:4?~~~~~~5:~~~ ra~Q:~ e'2'wWE~'A~~~:9'~.s~Nb"'sixW ~V~~°Q~.k~.fk R~l'dW" EACH WAY) SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASIING. 4•Ib
" ~ " " " C.I. GUIDE (ASTM A126) 6" 8 5-0 8 6 9. APPLY A TWO COAT WATERPROOFlNG SYSTEM TO ALL EXPOSED CONCRETE PER MANUFACTURER'S RECOMENDAl10NS. FIRST COAT: TNEMEC SERIES 66-1255
EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FlLM THICKNESS OF 5.0 MILS. SECOND
r-~ - COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM i
i - THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
1 ~ SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS
C3.6 NOT TO SCALE ~ ~ i MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED BY OWNER.
The SI I ( BRONZE BUSHING gnatures below certify that this sheet has been reviewed and approved so e y MISCELLANEOUS:
er the certification si ned on the cover sheet of these construction tans. p. 9 p - ~
10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING
S1EM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
CM -Engineering Date Public Works -Env. Programs Date VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
" ~
24 1 /4" 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND ~ l
CM -Transportation Date Planning Date ADJUSTABLE S1EM GUIDE SHALL BE BY 1ROY VALVE, 1ROY, PA OR EQUIVALENT. U
~i ii u ii ~ i PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE ~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
ii u C.I. BRACKET u u 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION ~
- ASTM A126 a a ~ STEEL NUT/BOLT/WASHER AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO _ J
CM -Building Inspections Date Planning Transportation Date •t ~ °D 24" MAX. BE SELECTED BY OWNER.
r~ M M " ~ 10 MIN. rrr"'111
12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~T~ EACH STRUCTURE. ~ W
Public Works -Water Sewer Date Fire Date ~ i i i ~ d
4" 4" i i~ i 13. WATERSTOPS SHALL BE 6-INCH, PVC DUMBELL STYLE 746 BY GREENSIREAK ST. LOUIS MO ~ 1
~ I OR EQUIVALENT.
Public Works -Electric Date Parks, Recreation & Cultural Res. Date i i i i
i
W - WWI
Public Works - S&E Date HASP 1 EA. WELD TO DOOR'S LEFT EDGE
dt DOOR OPENING ARE TO LINE UP FOR Q a ~ ~
PADLOCK. 5 ~ ~ w ~ 3/4" DIA GALV BAR 6" O.C. T
C3.6 NOT TO SCALE
2'X3' ACCESS DOOR HINGED TO SWING UP. PADLOCK ' ~
DOOR AND OPENING TO BE REINFORCED AS 12" C.I. HANDWHEEL 2 1/2"x2 1/2"x3/8"~ y ~ O
NEEDED. 2' WEIR IMBEDDED GALV ~6 BAR GALV. ANGIE ~
PEAK TRASH RACK h+i ~ 1/Y GALV. fT .
3/4 DIA GALV BAR WELDED TO 2~ EXP. BOLT 18" O.C. ~
2 1/2'x2 1/2"x3/8" GALV. ANGLE 01' CTS. X RISER CREST: 468.90 ~
ADJUSTABLE STEM GUIDE
(SEE DETAIL THIS SHEET) ~ C3.6 NOT TO SCALE
I w~ 2' WEIR .467.00 E"~
2" CLEAR '
2" ORIFlCE 45' BEND OUTLET 2" DIP TYP. ~ ' ~ 2" DIP WALL PIPE '
~ BARREL ~
~ _ ORIFICE 1; 466.00 ' ' ISSUE SEQUENCE
k - u i 8" DUCTILE IRON --r--------
POND DRAIN ~ N : g; ~ 0. DATE DESCRIPTION
CENTERED ON OUTLET BARREL ~ i 9 24 071SSUE FOR CONSTRUCTION NCDOT STD. 840ss. ' 12 18 07 DWQ REVISIONS .4 .
Y ; Y f°
~ i - ~ ~ i R o NR EXTENSION STEM
i i - ~ N (SEE DETAIL THIS SHEET) I ~ (y BARS 012" O.C.
~ i i EACH WAY) 0
8" DIA PLUG VALVE ri
i i
i D.I. WALL PIPE -
DIP (FLxPLAIN END) (DIA=B") .V ~ FLxPLA1N END) ' - -
~DIA=B~ ,
1/2"xt/2" WWM WRAPPED-+-~ " dry; DOWEL 0 12" O.C. ~
OVER OPENING NCDOT STD. 840.66. ~ ~8" OVERLAP)
BOTTOM: 463.00 " ~ ~ 1-0 MIN ° _ = -BARREL INV: 463.00
3" CLEAR ~ _ .r..~. R I-- = , ~ , . ~ o ~ WETLAND 2
a T OUTLET q, , . E r _
BARS 0 12' O.C. 8" SC M EACH WA + L, ~ FlU. COMPACTED _ _ ,
X ~ TO 90~ OF STANDARD .PROCTOR _ _ " " " " MAXIMUM DRY DENSITY. , , a ~ STRUCTURE
b^'`s 1-6 8 8 6 ~ ~ "a45~se'~M,.'^a~,:.ie~ ~~0 ~ a vs~~~s~$o ~~'sp4.'~~ ~ BARS ~ 8" O.C. n~~~,a>:: ~ p~~~~rP, ~ DETAILS EACH WA
C~_A" ~
N-V \
3 I- „ -I 15 MIN
a NOT TO SCALE C3*8
s ON Y-Y C3.6 NOT TO SCALE PROJECT NO.: AFD001.000
DESIGNED BY: JEA MECKED BY: AMM
DATE: 02/05/07

11 - 0.11 a res 11 Il ° ~ 5,750 sq. ft. 102 I 6,752 s . ft. acres ` $ ,S`
- - - ~ 4, 0 sq. 4, 0 sq. ft. ~ o 0.13 acres 6,474 sq. ft. q 1- ' _ _ ~~g' e
-1 ~ _ _ 0_11 acre 0.11 acres / \ I I 0.15 acres I+ I 0.16 acres ~ ~
WETLAND DESIGN DATA - ~ _ - - -
The si n tures below certif that this sheet has been reviewed and approved solely g a y AREAS PREDEVL POSTDEVL
r sheet of these construction lans. 116 per the certification signed on the cove p b
WATERSHEAD AREA: 2.70 ACRES 2.70 ACRES 5,7 o sq. ft. p acres I o 110 PAVEMENT BUILDING AREA: 0.00 ACRES 1.57 ACRES o 13 110 I o L - ~ ~ ~ ~ ~
/ ~ 5,750 s . 1 - Date 2.70 ACRES 1.13 ACRES - - - - - q M - i Date Public Works Env. Programs NATURAL AREA: -J 0.13 acre: C Engmeerng 5,750 sq. ft. --L-67 ~ ~ ' 0.13 acres I ° 50.00' 13,89 L~$-7o o ~ ASSOCIATES,-INC. b
IMPERVIOUS AREA: 0.00% 58.15 - - 1 - _ _
- - 'J 4 ~ 00, i ~ 1 ~ EST. 1999
PERMANENT POOL AREA - CM -Trans ortation Date Planning Date 15 - 1 p REQUIRED: 0.06 ACRES 4 b
0.15 ACRES 4,6 o s 84 ° PROVIDED:
- - 0,11 acres o 109 - ~ `i' 4,600 sq. ft 109 +o° L=36.11' L~0.00' L~0 , / ` \ 4,600 sq. ft. I o ~ ~ ~ ~ ~ 1 7 d'.
CM -Building Inspections Date Planning -Transportation Date OUTLET STRUCTURE - -1 A, - _ - 0_11 acres 0_11 acres - - ~ ' ~ ~ ~ ~ ~ ' 1 1 1
4.0 FT ~ RISER WIDTH
- RISER LENGTH 4,0 FT ~-15:80 - ~-15:80'- ~ I I I I I ~ ~ I ' 7 ~ 407 Gorman St.
Public Works -Water/Sewer Date Fire Date 11 I HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL gg b 1 ~ , 6,432 sq. ft. Suite 101
'rP 5 750 s . ft. 482 I ° 108 108 I b 99 , 0.15 acres Raleigh, North Carolina 27607 ~
M: a res _ Parks, Recreation & Cultural Res. Date 1 YEAR STOR I 5,750 s . ft. Public Works Electric Date q 5,750 sq. ft. ~ ~ I I I I I ~ I ~ 1 6,432 sq. ft. 1
PEAK OUTFLOW 2.99 CFS 0.76 CFS - - - ~ 0.13 acres 0.13 acres I ~ ~ 106 I I 101 ' 0.15 acres 1 919.833-7336
- - RISE 1.11 FT _1~ - - - - - - - - - - - ~ 5,75o sq. ft. u~ 105 ~ ~ 10 ~ 8~2 s . ft. ~ , , Fax: [phone]
Public Works - S&E Date PEAK STAGE ELEVATION 475.15 FT - , 0.13 acres I ~ 6,242 sq. ft. q~ 6,432 sq ft. ~ ~ ores 0.14 acres I' 0.15 ac es I I _ ~ ~ WWW.bbmassociates.COlll
FREEBOARD 3.39 FT 113 ~ - 4,514 sq. ft. ~I r ~
- 0.10 ~5cres a 0 107 107, o ~ 1 _
NOTES KEYED TO PLAN 2 YEAR STORM: - - _ + 4,514 sq. ft. ~ ~ 4,514 sq. ft. I o°' ~ I I I I I ~ 1~ ~ x,86'
PEAK OUTFLOW 4.02 CFS 1.25 CFS - - - 0.10 acres A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.10. RISE 1.92 FT - - _ 0_10 acres - I d~ ® I ` - ~ I - _ ` ~ I
PEAK STAGE ELEVAl10N 475.08 FT _J ,
® PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. T A~~ s FREEBOARD 2.61 F T L~1.86,
q~8
SHEET C7.1. ~ ~ C NEW LEVEL SPREADER. SEE DETA L a VJ1R0~ ~ ,..aay ~
TO EX LAKE. REINFORCE 10 YEAR STORM: NEW REINFORCED VEGETATED SWALE. GRADE ;a~ AL9~i
D PEAK OUTFLOW 8.15 CFS 5.99 CFS LAKE ENTRY POINT WITH PSRM LINER. SEE DETAIL 5 THIS SHEET. - . _
RISE 2.74 FT 476.24 FT I 0 9
E POND WALL ORIFICE. SEE DETAIL 1 THIS SHEET PEAK STAGE ELEVATION FREEBOARD 2.76 FT 47
F ZONE 2 RIPARIAN BUFFER 473.5-~ 5 9 ~ '''C N M MPa
6' f" ~ . F 482 //'~'~anmu~'~~~~
25 YEAR STORM: ~ , G ZONE 1 RIPARIAN BUFFER ~ ; r PEAK OUTFLOW. 10.79 CFS 7.04 CFS. _ _ . _
3.12 FT A i ; RISE ~ ~ _ ~ - - %~I~_,'_ _ - _ _ 416 ~ „
H CAST-IN-PLACE RETAINING WALL. SEE SHEET C3.2 FOR ELEVATIONS. AGE ELEVATION 476.26 FT ~ ~ PEAK ST #~f7'5 ~ G _
FT ~ FREEBOARD 1.38 6 1 ~
it ~ S 3:1 6i GENERAL NOTES
50 YEAR STORM: ~ _ _
1 PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE ~ - - ~ - ~ 1' • PEAK OUTFLOW 12.95 CFS 7.24 CFS - ~
OWNERS GEOTECHNICAL ENGINEER.. 3.37 FT ~ RISE ~ I I
PEAK STAGE ELEVATION. 476.97 FT ~ J ~ ~i~
FREEBOARD 1.13 FT
- : ~ ~ ~
' 1 ~ . r y X68 ~ ~ ~ >
® ~ H 1 . . ~
i • \V/ i
A
L470.00~ ~ 1
- i I l--i
D •i
,
y r • ~
1 ~ ~
w
• I ~'b,, 0
. ~
i / ~ f v O O
~ \ ~ /
1 ~ ~ I 1 W
TOP OF EMBANKMENT ~ ~ w^~~ h'~
~ .rt-- ` ~ w ~
1 1 1 f ~ ~ ~ ~ , \ I } I ~ I ~ ~ ~
,~`'~;A''~~ ' V ~ .4 y .r ~c~ ~ ~ I ~
a~ ~~~v \ ~ ~ ~ Ks°~"'s, ~ ~ ~ so ~ ~l rN~ ~
~°Ia~~,3 BACKFlLL, SEE DAM
~s' SECTION DETAIL 4 THIS SHT. ~ ~``11\\` ~ \ V1 ~ A/ O
V wF--I ~i
~o ~ ~ r
~a~"'.~5. ~ o-', EMBANKMENT, SEE DAM GRAPHIC SCALE ~
~ SECTION DETAIL 4, THIS SHT.
„~~y~ SEE SHEET C3.2 & C3 ~ ~o t~sl~'~ a'` Ate 2 & C3.4 FOR W
,CAI ~ fd ~~l'~~-~n ,YZ Iw~~ ~ , r ~ sRM LNED WETLAND ELEVATION ,I Via. -r-- DTI ON S t ~ >~r ~
~ ~ ~ 1 inch = 40 ft.
12 DIA ~ ~
_ ~ ~3 ~+t ry r HDPE _ .r
I~ .1 ~ a • , ~ ~ ~ CONCRETE PIPE BEDDING . I `~.Y. ~~~a ISSUE SEQUENCE
°~,1 , 4000 PSI 28 DAY STRENGTH ~ ~ ~ ; y E -wq< ~-1.0 --I
°I ~ ~ SLUMP 2" TO 3" TO BE FINISHED ~ ~q ,I , ~ ~ • RouGH. EMBANKMENT FILL MATERIAL SHOULD CONSI~ 0. QATE DESCRIPTION
ha. SECTION " WALE > GRADE S AYS & SILTS OBTAINI OULD CONSIST ILTS) OBTAINED 9 24 07 SSUE FOR CONSTRUCTION
COMPACTED SUB 12 HDPE 12 OF SC, CL, ML, SM (CL ) ~ , ~ 12 TOR'S OWN SOURCE`, )WN SOURCES, 2 18 07 WQ REVISIONS
,I , „ , ~ MIN MIN FROM- SITE OR CONTRAC - , ~ NOT TO SCALE COMPACTED TO 95% STANDARD PROCTOR. . tD PROCTOR. 4 09 08 DW REV. 2
° ~ r.~~-~: ~ ~ MAXIMUM DRY DENSITY ASTM D-698. M D-698.
s`~,~~,,~v`,~~ ' " E D D I N G PLACE IN 8 LIFTS. TE PIPE B CONCRE
24. 24
MIN MIN PRINCIPAL SPILLWAY
TOP OF DAM REINFORCED VEGETA SWALE
>1 g" RISER CREST ELEVATION = 478' PSRM LINED
- COLLAR - TI SEEP ELEV - 476.06 AN PERMANENT FOREBAY/PLUNGEPOOL WIDTH = 10' LENGTH = 63 LF
ELEV = 470.5 PERMANENT POOL UPPER ELEV= 470.25' LOWER ELEV = 469.00'
NOT TO SCALE ELEV = 473.54 SLOPE = 2.0%
3:1 SLOPE SIDE SLOPE= 2:1

NOTES swA~ EPA=11.0' CONSTRUCTED
1 E 3000 PSI MIN 28 DAY 0 -6 . WETLLAND 3
• CONCRETE FOR COLLARS SHALL B ( ) 3:1 SLOPE .,.M LOW MARSH STRENGTH..
ELEV = 473.00' ~ Ed RCP OUTFACE BARREL PLAN/PROFILE i
" 3:1 SLOPE ANTI-SEEP COLLAR- 2. COLLARS SHALL BE CONNECTED TO 12 HDPE WITH A .EP COLLAR DIA = 12 i
SEE DETAIL 2 THIS ' WATER TIGHT JOINT. FOLLOWING EXCAVA110N OF PONDS, THE CUT SLOPES AND POND TAIL 2 THIS SHT. LENGTH = 90 LF
BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDC IC PIPE BEDDING UPPER INV = 470.50' _
3• COLLARS SHALL BE SPACED ALONG BARREL AT 20' 0/C. IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR " SEE DETAIL 3 Tl• >18 DETAIL 3 THIS SHT. LOWER INV = 470.25' ~ SLOPE = 0.3%
SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH MICROPOOL
' ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM BOTTOM ELEV = 470.50' 4• ANTI-SEEP COLLARS SHALL BE PLACED A MINIMUM OF 2 70.50' RCP SHALL BE IN ACCORDANCE WITH
rnniraerrnRC'c nwnl cnIIRCI=s. AND C~IUPACTED TO 90% OF _ ~ ~ n•n, n -re . ~r-n~r\ n, inn w ua~n ~
FROM PIPE JOIN I5. , ,
STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM D-698) DAM "0" I M l,- / o I,LA I W I f 1iLHJJ III, IYI I rl DAM SECTION RING RUBBER GASKET JOINT PROJECT No.. AFD001.000 J JEA
CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER TL AND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT NOT TO SCALE MEETING ASTM C-443. CHECKED ~ A M
A S R TE N -THE TOPSOIL LAYER. DATE: 02/05/07

1
2'-0" 3 4" DIA GALV BAR 1' O.C. / ~g$eSU~
ti~~
~ o
2 1/2"x2 1/2"x3/8" GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~ ~,I
,Q 3/4" CHAMFER ALL EXPOSED EDGES RISER CREST; 478.06
~ ~ ROD COUPLING ' CONCRETE STRUCTURES; ' ,
WHEN REQUIRED 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ ASSOCIATES, INC. b
SHOWN PRIOR TO CONSTRUCTION. ~ DST. 1999
` 0.50' WEIR: 474.50
BOLT/NUT ASSEMBLY , 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~ 1
BARS ~ 12" O.C. ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
' EACH WAY)
"CLEAR PROVIDE 2 BARS " ~ , 2 f + SAME 51ZE CUT 1 1 /2 DIA. EXTENSION ROD , ~ ` 6', i TYP. , ~ 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED ~ d ? ~ ' COMPACTED FlLL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
SOIL BEARING PRESSURE SHALL BE VERIFlED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
~ BOLT UT ASSEMBLY PLACEMENT. Suite 101
~ 2" FEMALE SOCKET COUPLING
C.I. AS1M 126 C30 . ~ 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607 STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
' ap
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336
Fax: [phone]
E~ 2) ~ ° t 6. ALL DETAIL FABRICATION ANO ERECTION OF .REINFORCING STEEL SHALL CONFORM TO www.hbmassociates.com
ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315, LATEST EDITION).
DOUBLE ~4 DOWELS EACH SIDE OF OPENING „
n „ 2 2 2 ti a; ,R 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
C3.6 NOT TO SCALE ti 1 2` KEYWAY W/WATERSTOP (TYP) s, ® " BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
3 3/8 DOWEL 012" O.C. HEREIN.
OUTLET 18" OVERLAP _ BOTTOM OF PAID ~ + ) ~,,un~ua
BARREL s~' a » IEM ASSEMBLY s. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER ~,~`~'~~~~aRO(~'a,~
4 STEPS AND PLUG VALVE STEM. ;'~O~r~oF~SS~~~ 2.y,
~r , BOTTOM: 47010 C3.6 NOT TO SCALE ~ ,p de'S F4 J` F 1 C< ~tr '9 _ _
d ~ :a A
3 CLEAR ~ ~ , ~„k PAINTING/WATERPROOFING;
8 SC, CL, Ml, SM FlLL COMPACTED ~ ,~.r.,~ , ,
. _ TO 9076 OF STANDARD PROCTOR ~u~ ~~r,<..~k~r, :~~'M~~u - a4: ~ ~ 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). qN"'"'"''~~.~•`~ '
MAXIMUM DRY DENSITY. ~ :c ~~~,~~A~~ ,Rr~ y y~„~.a~ THIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE ~~''~n M• MP SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTING, r?~"""",++ q'~I6'p~
~ a ~ ~ ~ BARS 0 8 O.C. b'n~"":. ~;~a, EACH WAY)
„ n ~ n n C.I. GUIDE (ASTM A126) 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
6 8 4-0 8 6 MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255
i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
I . COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS
1 - C3.6 NOT TO SCALE I MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED
~ i BY OWNER.
BRONZE BUSHING
I I MISCELLANEOUS:
The si natures below certif that this sheet has been reviewed and a roved sole) - 9 Y PP Y - ---------------I 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING
per the certification signed on .the cover sheet. of these construction plans, STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
I COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
I VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
n ' CM -Engineering Date Public Works -Env. Progroms Date
24 1 /4" 11. NONRISING EXTENSION STEM ASSEMBLY 1MTH CAST IRON HANDWHEEL AND ~ l ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. ~ U
T I I PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE a
I II II I ~ CM -Transportation Date Planning Date u u ~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE ~ II
C.I. BRACKET u u 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION E"'~
ASTM A126 ~ a STEEL NUT/BOLT/WASHER AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO ^ ~
~ ( ~ 24" MAX. M i0 M » BE SELECTED BY OWNER. ~ ~"1
CM -Building Inspections Date Planning -Transportation Date ~ 10 MIN. 12: PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~T^~
I EACH STRUCTURE. O W
II ~ III
Public Works -Water/Sewer Date Fire Date 4" 4n i II I L.J~- -ILJ 13. WATERSTOPS SHALL BE 6-INCH PVC DUMBELL STYLE 746 BY GREENSTREAK ST. LOUIS MO ~ 1 OR EQUIVALENT.
I I p-I F--I
I I i I
Public Works -Electric Date Parks, Recreotion & Cultural Res. Date W ~~x
ww~
HASP 1 EA. WELD TO DOOR'S LEFT EDGE Q a
do DOOR OPENING ARE TO LINE UP FOR Public Works - S&E Date PADLO(~t. 5 ~ v w ~
3/4" DIA GALV BAR 6" Q.C. `L~ T
C3.6 NOT TO SCALE f?1 ~ i
2'X3' ACCESS DOOR HINGED TO SWING UP. PADLOCK ~ ~ ~
DOOR AND OPENING TO BE RDNFORCED AS 12" C.I. HANDWHEEL NEEDED. 2 1/2"x2 t/2"x3/B""~
IMBEDDED GALV ~ BAR I GALV. ANGLE ~
io z 1 ~ ~
PEAK TRASH RACK I 1 /2" GALV.
3/4' DIA GALV BAR WELDED TO 2 1/2"x2 1/2"x3/8" GALV. ANGLE 0 1' CTS. ` EXP. BGLT 18" O.C. I , . ~ „ ' ~ RISER CREST: 6 06' I~
x ~ 6A W
ADJUSTABLE STEM 0110E C3.6 NOT TO SCALE
: (SEE DETAIL THIS SHEET) m ~
~ ~ • , ~ 6" WEIR: 474.50'
uo
1.4" ORIFl 45' BEND ` 2" CLEAR
1.4" DIP n BARREL Y~n ~ , 2" DIP WALL PIPE a.
~ ~ ISSUE SEQUENCE
ORIFICE 1: 473.50 'u
8" DUCTILE IRON ~ --i--------- N : Q. ~ 0 DATE DESCRIPTION
POND DRAIN I ' , • ~ 9 24 071SSUE FOR CONSTRUC110N
CENTERED ON OUTLET BARREL I NCDOT STD. BaGSS. " 2 18 07 WQ REVISIONS •a.
Y ; Y n 4 09 08 DWQ REV. 2
~ ~ I I NR EXTEN510N S1EM 3•
i I - ~ ~ (SEE DETAIL THIS SHEET) ( ( ~ BARS 012" O.C.
u I I •°oEACH WAY) ~ ri
8" DIA PLUG VALVE I
I I
i DIP (FlxPLAIN END) D.I. WALL PIPE
(DIA=B") FLxPLAIN END) ' ~DIA=B") a
N
1/2"xt/2" WWM WRAPPED-? OVER OPENING - ~a - . ~ DOWEL 012" O.C. I, 18 OVERLAP)
NCDOT STD. 840.66. BOTTOM: 970.50 n - -BARREL INV: 470.50
~ ~ 1-a MIN a
3" CLEAR ' ~ ~ ~ ~ . ` ~ ~ , s o WETLAND 3
~
BARS 0 12" O.C. ~ ~ ~ OUTLET
EACH WAY 8 SC, CL, Ml, SM FlLL COMPACTED ) TO 90~ OF STANDARD PROCTOR r^ X ' ~ STRUC'~URE
6 n n MAXIMUM DRY DENSITY. av.,~ Mt~, 9
~`w ~~R a ~ BARS ~ 8" o ~ DETAIL S EACH WAY) o ~ ra r ~r r~R.~r;~ .'~s~~,x ,>j~
V-6-
6" WEIR 3 PLAN
15" MIN C3.6 NOT TO SCALE C3,v 10
%HNOT ' TION Y -Y TO SCALE PROJECT NO.: AFD001.000
DIED BY. JEA
CHECKED BY AMM
DATE: 02/05/07

I
i
I I I i WETLAND DESIGN DATA g ~ 85 ` / 5~Q11 ~g~eSU~t
The signatures below certify that this sheet has been reviewed and approved solely - \ 0.15 acres \ / ~ \ \ ~ 1, / ~ ~ O
AREAS PREDEVL POSTDEVL L~8:70 per the certification signed on the cover sheet of these construction plans. .00'
13.89' WATERSHEAD AREA: 1.34 ACRES 1.34 ACRES \ x,007 sq. ft. ~ ~
PAVEMENT/BUILDING AREA: 0.00 ACRES 0.79 ACRES 00~ i \ / ~ (~.11 acres
CM - En ineerin Date Public Works -Env. Pro rams Date ATURAL AREA: 1.34 ACRES 0.55 ACRES 0,00 9 9 9 N
IMPERVIOUS AREA: 0.00 58.96 p0~ i ~ ~ ` ` ~ ado ( ~ ~V ~ / ~p, \ /
_ ~ L~0• L~6.11 L~0.00 1 PERMANENT POOL AREA 1 1 1 ` 95 ~ '9~ / ~ 84 ~ ~ ASSOCIATES, INC. ~
CM -Transportation Date Planning Date .REQUIRED: 0.03 ACRES ~ - - - 1 ~ `6,568 sq, ft. ~i \ ~ 001 acgrest ~ OST.1999
1 PROVIDED: 0.11 ACRES 1 i
I _ Plannin -Trans ortation Date I CM Building Inspections Date 9 P OUTLET STRUCTURE \ \ ~P i
1 6,432 sq. ft. ~ ~ ' \ \ 86 ~ ~7cZ
RISER WIDTH 4.0 FT 'b 0.15 acres ~ < \ \5,007 sq. ft. \ •
RISER LENGTH 4.0 FT 99 - Fire Date I I Public Works Water Sewer Date I 6 432 s . ft. ~ I ~ ~ q ,432 sq. ft. ~ \ , i /
HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL 101 ~ 0.15 acres 0.15 acres 1 , V~j• / ~ \ \ , 407 Gorman St.
105 10 2 s . ft. ~ 0 6. q. ft. 0 82 1 ~ j < \ \ \ Suite 101
Public Works -Electric Date Parks, Recreation & Cultural Res. Date 1 YEAR STORM: res 6,242 sq. ft. 6,432 s ft. ores I ~I PI ~ ~ I 18"-36" ' 07 sq. ft. \ \ / Raleigh, North Carolina 27607
PEAK OUTFLOW 1.49 CFS 0.03 CFS 0.14 acres 0.15 ac es 1.60 FT ~ _ RISE _ 1 ~ I ~ , \ q~8 ~'~11 acres \ / J~
- , Public Works - S&E Date PEAK STAGE ELEVA110N 474.10 FT 6"-18" , 3: ~ 88 \ \ 919-833-7336
I 6 I 1,6 FREEBOARD 1.90 FT ' ~ ,~6' 3:1 ~S,oo7 sq. \ ~ Fax: [phone]
' , '~s ~.11 acr~ \ \ ~ www.bbmassociates.com
_ - 6, „ - - - - L~1.8 NOTES KEYED TO PLAN 2 YEAR STORM: _ 1.a6' -
. 7 L=6 PEAK OUTFLOW 1.99 CFS 0.09, CFS
A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.12. 1.71 FT RISE
PEAK STAGE ELEVATION 474.21 FT . ' ' 0,6" 476 ~
® PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. H FREEBOARD 1,79 FT ~ X66
NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. C '/4~h ~ Illlluuulllll~~~~~ / / ~
~ / ~ ~ CARp
NEW REINFORCED VEGETATED SWALE. GRADE TO EX LAKE. REINFORCE 10 YEAR STORM: D PEAK OUTFLOW 4.04 CFS 1.62 CFS
LAKE ENTRY POINT WITH PSRM LINER. RISE 1.99 FT
I E DETAIL 1 THIS SHEET 482 _ E POND WALL ORIF CE S E PEAK STAGE ELEVAl10N 474.42 FT ~ E ~ ;
F FREEBOARD 1.58 FT 3:1,_,,.,_ _
F ZONE 2 RIPARIAN BUFFER 476 3:1 3:1.-- - ' G ~ ~ \ WF'TLAND 2' / -',.,~qN ~ .MP~~S,.,''~
G ZONE 1 RIPARIAN BUFFER 25 YEAR STORM: - - -
0 OW 5.36 CFS 5.22 CFS ~ - - _ _ y ' PEAK UTFL _ _ _ _ r"-_
- - SEE SHEET C3.4 FOR ELEVATIONS. ~ - - - H CAST IN LACE RETAINING WALL. RISE 2.03 FT
PEAK STAGE ELEVATION 474.53 FT
GENERAL NOTES FREEBOARD 1.47 FT
1. PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE l'' . .
OWNER'S GEOTECHNICAL ENGINEER. 50 YEAR STORM: ~ e ~ - o~~
PEAK OUTFLOW 6.43 CFS 7.47 CFS ~ !
RISE 2.10 FT ~6 ~ _ - / ~
PEAK STAGE ELEVATION 474.60 FT
FREEBOARD 1.40 FT I~ I 466 !E6
i '^T-- 66 4~p
~ ` . 1 6
i ~
m ~ I ' 464
. ~ r
• i ~ U
46 ~
V f ~\f ~ ~ i
1 . f / ~ ~ it
J ~ ~ 1 ;f
' ~ /
1 ~ I /
' • / a
• 0 O %f ~
TOP OF EMBANKMENT
I • x,,..460-~'--~ ~ %
'y,fin .dN~?~~ ..f" ~f I9 ,3 H F d 1'~ G `h' 9 I ,Y ~ l'•l{~
~~I~-~ I . BACKFlLL, SEE DAM
~ , s ' SECTION DETAIL 4 THIS SHT. 4s / ; , 0 / ~ O
o s A~ d p~ ' .0.~
4.~ ~'S, d`". e"&~S ~ 1~ 4 a ~e~?« ~ ~ r U ~ z
a ~ a°' , ~ ~ ° ;=~-EMBANKMENT, SEE DAM q,,°~ Yy~°. SHL .GRAPHIC SCALE ~
'l ~ SECTION DETAIL 4, THIS ~ro , h ~ 10 0 ~ ~o m 1e0
i .v , g,,g y ;
. ~ ~ ~~s~„~ ~ r~ SE SH T ~ E EE C3 2 & ~o ~ C3.2 8c C3.4 FOR W ~
I~ a - ~ PSRM LINED .~a _ .,~.,a W T AN V I P I- .a E L D ELE AT 0 _EVATI ON S c » ~ ~
1 inch = 40 tt.
''3 Y.io'~P9'
spa= ~ 0-RING RCP ~ - - ~ ie a. ~ ati h~ • , , ~I ~ z
~ CONCRETE PIPE BEDDING e , t ~ ; ~ ~
~I 4000 PSI 28 DAY STRENGTH ? ~Y. ; , ~ 1.00 ~ . h ~s. ~ ~ `^~V ISSUE SEQUENCE
SLUMP 2" TO 3" TO BE FlNISHED° '~k~' ~ ° ~ ~ ~ ° i ~a , , ~ v~ ~r, .f ns' ~ , a, ~ • RouGH. ~ w. EMBANKMENT FILL MATERIAL SHOULD C AL SHOULD CONSIST 0 DATE DESCRIPTION
~ ~i ~ ~ ~ SWALE SECTION a~~>~al COMPACTED SuecRADE " OF SC, CL, ML, SM (CLAYS & SILTS) OI ~ & SILTS) OBTAINED
I . ~ 12 15 RCP 12 FROM SITE OR CONTRACTOR'S OWN SO BR'S OWN SOURCES, 9 24 071SSUE FOR CONSTRUCTION
a MIN MIN NOT TO SCALE COMPACTED TO 95% STANDARD PR01 4NDARD PROCTOR. 4 09 08 DW REV. 2
~ a,, a - MAXIMUM DRY DENSITY ASTM D-6~ Y ASTM D-698.
~ ,~'`,,~Q, PLACE IN 8" LIFTS. CONCRETE PIPE BEDDING LIFTS.
24" 24"
MIN MIN- NOT TO SCALE PRINCIPAL SPILLWAY TOP OF DAM REINFORCED VEGETATED SWA
" ELEVATION = 476.00' PSRM LINED
>18 RISER CREST - PERMANENT FOREBAY PLUNGEPOOL ELEV = 474.33' WIDTH = 10' LENGTH = 63 LF
TI SEEP COLLAR / AN ELEV = 470.0 ' PERMANENT POOL
ELEV = 472.50' NOT TO SCALE v UPPER ELEV= 469.50' LOWER ELEV = 469.00'
3:1 SLOPE • ~ SLOPE = 0.8~
8~ 3',.. SIDE SLOPE= 2:1
T S , NO E SWALE WIDTH= 1' ~I
" " j S 0 '6 SWALE DEPTH= 1.0' CONSTRUCTED i
1. CONCRETE FOR COLLARS SHALL 8E 3000 PSI /MIN 28 DAY 3:1 SLOPE LOW MARSH ~ ` l ) .x
STRENGTH. ELEV = 472.00' :;~A~°7 WETLAND 4 RCP OUTFACE BARREL '~I
" 3:1 SLOPE ANTI-SEEP COI JTI-SEEP COLLAR DIA = 15" PLAN/PROFILE i
2• COLLARS SHALL BE CONNECTED TO 15 RCP WITH A SEE DETAIL 2 :E DETAIL 2 THIS SHT. LENGTH = 65.50 LF
WATER TIGHT JOINT. FOLLOWING EXCAVATION OF PONDS, THE CUT SLOPES AND POND CONC PIPE BEDDING UPPER INV = 470.00'
BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE SEE DETAIL 3 THIS SHT. LOWER INV = 469.50'
3. ALONG BARREL AT 20' 0 C. IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR " SEE DETAIL COLLARS SHALL BE SPACED / >18 SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH. MICROPOOL SLOPE = 0.76 ~
ONE FOOT OF CL, ML & MH CLAYS & SILTS) OBTAINED FROM = ( BOTTOM ELEV 470.00 ~ = 470.00 DrD CLJAI I DC IAI AfK~AD11AAl/'+C IdATLI
d A\IT 0C['I'1 /+AI I ADC CIJAII O~ OI A/~C11 A ?IIAI11/11?1 f1C 7
nivn xcr VVLLPIR.1 JfInLL oc rln~LV n nm~mwir' ~CONTRACTORS'S OWN 5OURCE5, AND COMPAC[ED TO 9a7* OF 1\VI v11P'R.L UL 11~ I'1VVV1\UAI~V1. VVI 11-1
FROM PIPE JOINTS. STANDARD PROCTOR MAXIMUM DRY DENSITY. ASTM D-698 D~ ASTM C-76 (LATEST), CLASS 111, RING RUBBER GASKET JOINT DAM SECTION 0
CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER - 4 NOT TO SCALE MEETING ASTM C-443, PROJECT Hoy AFDOOt.ooo
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO DESIGNED ey.6 JEA
A D TH COMMENSURATE WITH THE TOPSOIL LAYER. CHECKED BY: AMM DATE: 02/05/07

2'-0" 3 4" DIA GALV BAR 1' O.C. /
ti~
~ o
2 1/2"x2 1/2"x3/8" GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: W ~
3/4" CHAMFER ALL EXPO~D EDGES ~ ,RISER CREST: 474.33
• ROD COUPLING CONCRETE STRUCTURES: , '
` ~ WHEN REQUIRED 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ ASSOCIATES, TNC. b
SHOWN PRIOR TO CONSTRUCTION. ~ EST. 1999 ~
` ~ ` 2.00' WEIR: 474.00 ~ BOLT/NUT ASSEMBLY
' 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~
BARS 012" O.C. ~i ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
' EACH WAY} " LEAR PROVIDE 2 BARS " 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED
2 C SAME SIZE CUT 1 1/2 DIA. EXTENSION ROD , TYP. ' COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
SOIL BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
BOLT/NUT ASSEMBLY PLACEMENT. Suite 101
~ 2" FEMALE SOCKET COUPLING i
C.I. ASTM 126 C30 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607 STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.

5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336
a` 1 ~ ° Fax: [phone]
2) ~4 REBAR 6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315, LATEST EDITION).
DOUBLE ~4 DOWELS EACH SIDE OF OPENING , " +ti
2 ~ 2 Z 7. ALL WALLS SHALL RECEIVE TROWEL .FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
• C3.6 NOT TO SCALE 1 2 KEYWAY W/YYATERSTOP (TYP) e, 'l BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
3 3/8" DOWEL 012" O.C. HEREIN.
18' OVERLAP) BOTTOM OF POND eARRa + NON-RISING EXTENSION STEM ASSET ~M ASSEMBLY 8. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" O/C. STEPS SHALL BE IN
~h ~ ACCORDANCE WITH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER CARO(
4 BOTTOM: 470.00 C3.6 NOT TO SCALE STEPS AND PLUG VALVE STEM. ~0~ o~~SS~o••.•~'L.~'
Q AL~ ;
g
3" CLEAR m~ <,a o , ~ i PAINTING/WATERPROOFING:
8 SC, CL, ML, SM FlLL COMPACTED , ~ r ~ ~ , ?a~ a,
TO 90X OF STANDARD PROCTOR , 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). '%'9N
MAXIMUM DRY DENSITY. ~ ~r~ <c~ ~ ~~,Fa;:.. ~ THIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE 'n'',iiunn~tia`~`` SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTING. ..16.0
~ BARS 0 8 O.C. ~~~~ti~. ` EACH WAY)
„ „ ~ „ C.I. GUIDE (ASTM A126 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
6 8 4-0 8 6 ) MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255
i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
i COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS
~ - - i I C3.6 NOT TO SCALE ~ I MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED
BY OWNER.
BRONZE BUSHING i
i i MISCELLANEOUS:
The si natures below certif that this sheet has been reviewed and a roved sole) - ~ g Y PP y 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING
per the certification signed on the cover sheet of these construction plans. - ~S _ STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. .PLUG
VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
CM - En ineerin Date Public Works -Env. Programs Date " „ g g 24 1/4 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND ~
ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. ~ U
ii i PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE
G CM - Transportotion Date Planning Date ii ii ~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
C.I. BRACKET li u 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION ~1
ASTM A126 x a ~ STEEL NUT/BOLT/WASHER ~ 24" MAX. AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO BE SELECTED BY OWNER. ~ E"'~
M to „
CM -Building Inspections Date Planning -Transportation Date ~ 10 MIN. 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~1
I ~ EACH STRUCTURE. O W
I ICI
Public Works -Water/Sewer Date Fire Date 4" 4" i ii I 13. WATERSTOPS SHALL BE 6-INCH PVC DUMBELL STYLE .746 BY GREENSTREAK ST. LOUIS MO ~ l OR EQUIVALENT.
~1~- -ILJ ~ I
~ I ~ I 0 0
Parks Recreation & Cultural Res. Date ~ Public Works -Electric Dote W
- ww~
HASP 1 EA. WELD TO DOOR'S LEFT EDGE ~ A a
d< DOOR OPENING ARE TO LINE UP FOR Public Works - S&E Date PADLOCK. 5 ~ U ~ w ~ ~
3/4" DIA GALV BAR 6" O.C. T
C3.6 NOT TO SCALE v1
2'X3' ACCESS OOOR HINGED TO SWING UP. PADLOCK ~ A/
DOOR AND OPENING TO BE REINFORCED AS N®~ 12 C.I. HANDWHEEL 21/2"x21/2"x3/8" ~a~ ° ~ w
IMBEDDED GALV SIB BAR ~ GALV. ANGLE ~ Y @ ~ o
io z ~ ~ ~J g fF-~~
PEAK TRASH RACK 1 /2" GALV. EXP. BOLT te" O.C. ~
3/4" DIA GALV BAR WELDED TO 2 1/2"x2 i/2"x3/8° GALV. ANGLE 01' CTS. .i ° RISER CREST: 474.33 ' ?UI
X
ADJUSTABLE STEM GUIDE ~ C3.6 NOT TO SCALE
: (SEE DETAIL THIS SHEET)
I ~ . ~ ~ 2' WEIR: 474.00
~2 2" CLEAR
1" ORIFlCE 45' BEND TYP. .
1" DIP ~ BARREL :n ~ , 2" DIP WALL PIPE
~ ORIFICE 1: ~ ISSUE SEt~l1ENCE
472.50 u i 'u
8" DUCTILE IRON --r--------- 0. DATE OESCRIP110N N a
POND DRAIN ~ CENTERED ON OUTU:T BARREL 9 24 071SSUE FOR CONSTRUC110N NCDOT STD. 840.66. ~ °
~~x . f,
Y ' Y ~ I
~ ~ i c NR EXTENSION STEM
I I - ~ ~ (SEE DETAL THIS SHEET) ~ ~ i .t ~ BARS @ 12" O.C. I ~ ~`EACH WAY)
u I I _ I IV r'
8" DIA PLUG VALVE I
i
i DIP (FLxPLAIN END) D.I. WALL PIPE -
(DIA=B'~ (FLxPLAIN END) - - (DIA=8") E
1/2'x1/2" WWM WRAPPED--~ ; - - - OOWEL @ 12" O.C. ~
OVER OPEN9G ~8` OVERLAP)
NCDOT STD. 840.66. BOTTOM: 470.00 " ` = -BARREL INV: 470.00
~ ~ 1-0 MIN
3" CLEAR ` ~ R ~ ~ ~ , ~ °:e , ~ ~ o WETLAND 4 ~~I
OUTLET
- BARS 012" O.C. " ~ s ~ t
EACH WA 8 SC, CL, ML, SM U. COMPACTED X - ~ TO 90X OF STANDARD PROCTOR e ~ U Y _ Eta, STRUCTURE . ~ ~ ~ ~ ~ DETAILS
2 „ „ MA1uM M DR DENSITY. H ~ ~ ~k"~n ~i~e< T`3a k~~l~ ' ~ ~Jm`+Li ~ BARS @ D C e > ~.br° ~aa^r~i3 _yd~at: dd...a set;°n
4'-0" ~ACH WA1Q
\
I 'O O i p I u 3 /
2 WEIR r3-'%\ PLAN
15" MIN C3.6 NOT TO SCALE
6 SE MON -
C3.6 NOT TO SCALE PROJECT NO.: AFDO01.000
DESIGNED BY: JEA
CHECKED B~ AMIM DATE: 02/05/07

I II I I I i I 1 II III I IIII /
~ it IIII III / WETLAND DESIGN DATA I , I III. I I III ~ i / ~ / • fir. J/I ~~~P\F'/ /old _ ~ / / l7 i . ~ • , ~ ~ ~~Ifi ~ ~g s~ Ulf
I i l IIII I III ~ I I I III I I IIII
/ II I AREAS PREDEVL POSTDEVL III I I I II I The signatures below certif that this sheet has been reviewed and a roved solel I I I I I I i
Y PP Y - ~ II IIII I I I ___.i per the certification signed an the cover sheet of these construction plans. WATERSHEAD AREA: 15.60 ACRES 15.60 ACRES III
II I I III PAVEMENT BUILDING AREA: 0.00 ACRES -9,30 ACRES ~ I I ~ _ f 1~ III f I II ~ _ - ~ mot' . I . ~ rte' : „a,,,,.,,. • . ! \ ~'4 ~
1I I I I I - 1 - NATURAL AREA: 15.60 ACRES 6.30 ACRES I 1 IIII III 1 I ~ ~ - ~„ot-• I ~~~i ti,.,,.,~. ~
J h 1 1 III I I I I I Il..._. I - IMPERVIOUS AREA: . 0~ ~ _ _ 0 0 59.62% I I CM Engineering Date Public Works Env. Programs Date I II 1 I I I I I III \
1111 III I I III ~ I i PERMANENT POOL AREA I 11 I l I ~ l l I I I I . : '`'~:_a -y.,,: - r----" " ° ° ~ ASSOCIATES, INC. b
1 I 1 REQUIRED: 0.37 ACRES I I I I I l/ I I III I G I IIII/~ I I G ~ . % roo ~ EST. 1999 ~
CM -Trans ortation Date Planning Date I I I ~ I III I I p PROVIDED: 0.51 ACRES i i I/ / I ~ \ I III I r! I `
I III II I I III OUTLET STRUCTURE I 111 I I I I I I III
. 1 11111 I I (II 1 ~ CM - Buildin Ins ections Date Piannmg -Transportation Date I ~I I I I I 1 ~
g p RISER WIDTH 4.0 FT I I III ~ ~ I I i I IIII 1 ~
RISER LENGTH 4.0 FT / I I ~ / I I I I II l - I I I III 1
/ I Public Works -Water Sewer Date Fire Date HYDROLOGY~HYDRAULICS PREDEVL POSTDEVL ~ I I I I I I 1 ~ , 2:1 F / ~ - . ~ ~ 407 Gorman St.
~ I I IIII 1 F I I I ~ _ _ . ~ Suite 101
1 YEAR STORM: I I I i 1 t ~ II ~ PEAK OUTFLOW 13.40 CFS 8.58 CFS j ~~I I I I I ~ ~ , . ~ ' ` • - ~ / ` - ' ~ ~ \ ~ Raleigh, North Carolina 27607
Public Works -Electric ate Parks, Recreation & Cultural Res. Date I I I ~ D I II .RISE 2.15 FT /I I I I I '
I 1 I I ~ PEAK STAGE ELEVATION 469.15 FT ~ I I I _ _ _ _ _ ~ q.~6 , ~ ~ _ 18 919-833-7336
Public Works - S&E Date FREEBOARD 6.85 FT / I I I ? , I ~ ~ ~ Fax: [phone]
I I I I I \ ~ ~ 472 ; \ www.bbmassociates.com
I I I I I I I t ~ ~ ~ NOTES KEYED TO PLAN 2 YEAR STORM: I I I I 1 r
PEAK OUTFLOW 18.11 CFS I I ~ 12.71 CFS I I I I I ` ; 4 464 ' ~ ~ '-36'
A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.14. RISE 2.51 FT I I I I (I I ~
PEAK STAGE ELEVATION 469.51 FT / ~ I I I I I ' -
B .PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. FREEBOARD 6.49 FT ~ ~ I I I I I ; ~ ~ I I II II i ,,1 I 464 ~1 ;~~~g~ 5 ~ 1 A~
I I I I I I I/ I C NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. i ~ I I I 1 I / I ~ Cam'='~ ~ Ir I ; : 3:1
11 I I I Icy I 10 YEAR STORM: ( ,f 3:1 ~ 3 B ,,,u~rrrrrrrrr~ ` it d ~ 'y`~ CAR
D NEW REINFORCED VEGETATED SCALE. GRADE TO EX STREAM. REINFORCE v I I I I I II 1 PEAK OUTFLOW 37.08 CFS 27.29 CFS ~ I ~ / ~ 467 468 '~1, 464 i~ : 0 ESS /~'C ~'y
STREAM ENTRY POINT WITH PSRM LINER. SEE DETAIL 5 THIS SHEET. I I I ~ RISE 4.35 FT I I I I ~ ~ ~ ~ 470 ~ ' ; ~pF 0~•;9 .
E POND WALL ORIFICE. SEE DETAIL 1 THIS SHEET PEAK STAGE ELEVATION 470.57 FT I I I ~ \ \
I I I ~ I I FREEBOARD 4.65 FT ~ I I I ~ ~
~ ~ I \ F ZONE 2 RIPARIAN BUFFER I 1 I ~ I ~ I I ~
! ~ ~ I ~ 25 YEAR STORM: I I G ZONE 1 RIPARIAN BUFFER I I I / ~ ~ I ~ ~
1 I \ ~ PEAK OUTFLOW 49.29 CFS 35.62 CFS I I / ~ ~ ~ i I I ~i ~
I I I l~ ~ , RISE 4.12 FT I I I I ~ 9-AO ~ ~ ~ ~ I
GENERAL NOTES PEAK T I I' ~ \ SAGE ELEVATION 471.12 FT I I I
I I I Il T ~ \ 1, PLACEMENT, OF ALL FIL MATERIAL SHALL BE AS DIRECTED BY THE FREEBOARD 4.88 FT I I I I I i\ I I ~ ~ ~q,~~ ~ 11 I ~
L I ~ ~ OWNER S GEOTECHNICAL ENGINEER. ' I I I I I~ I I ~ ~
I I 50 YEAR STORM: I I I ~ ~,I I I I ~ 1~I I i• ~ I~~1 I I
I I I PEAK OUTFLOW 59.24 CFS 38.44 CFS I I ~ I I I~-~, I I I I I I I I ~ I 1~ I I I ~
RISE 4.55 FT 1~I I 1 I
PEAK STAGE ELEVATION 471.55 FT ~ ~ I 315 I I i 600 • 315 I,. 314 " r I I I I I~\\ 11 I 11 I I I I 600 ft. 600 sq. fl. X13 I 312' ~ ~ / I •I \ I I \ 1 I
FREEBOARD 4.45 FT ~ I I 1 ( I O.fiT'asr O.fiT'asr 0.11 acres} 600 sq. ft. ~ 0 sq. f . 311_. 310~`I \ I 1 .I I I I
I I ~ ~ I\ I I I I I 0.11 a~r~s ~ 600 sq. ft. ~ I` 309 ~ 308 T ~ 1 1 ~i I I 0.11 acres 0.11 acres) 600 sq. ft. EQO sq. ft ~ I ~~3 \ I 306 1 I I
I~ I I I I I ~ 1~ I I . 1 acres) ~ ~ 600 s , ft. \ I I I 0.11 ~aFres q 6 esq. eft. •514 sq.
l I I I ~ I~ I ® I ~ I I I I I / I I I ~ 11 acres ,11~acr~s 1 .10 acres I
I I I I I~ 1II I I i
I I I III 1 I I I I
I I I I I I I ~ 1 I I I I . J
I I I I I I I ~ ~ - 1I I I I~ , v
I I I I / i ~ I 1 ~~e I ~
• I I I I i I I I I 11 ~ ~ ~
I I f I I I
I I I I I I I 111 ~ ~ I\ \
I I I I I I I ~ - .9=--
I I ~I I I I I ~ w
I I I I I I I I I I I 2 2 - 9~:oa~. _ ~ ~ z
I I I I ~ 451 s. Ilf I q 4,51 sq. I - I-95. - \ 47 ^ E-+
I I I - 0.1 acres I III I - 0.1 acres I I ~ h~ oI 29, to I I ~ ~ o 0
I I I I II I I / , - ~ 5,664 sq. t. I ~ i I
III I . 8--- - I II! I I I raj ~ - - 0.13 acres II _ W ~ ~ a/
I III i I 28 II 28 - ~ - - ___J I 0.63 aced 76~- W W
I I I II I I Os. 0s. --~-15:80'_.- ' -I--L--~~~
III 1 I J 0.11 a I I-- TOP OF EMBANKMENT II I I - - I I I _ - 0.11 a II - ~ ~ ~ ~ ~
1I I I I I I ~ ~ - _ _ ~ n
I IIII . ~ - II I I ~ ~ I 5,750 q.. ft. ~ ~ ~ \ I ~ ~ h~l
I ~ ~ ;,~~,r~~,~ ~ I I I I~ ~ ~ ~ 0.13 ac es ~ I ~ 5 696gs0\ t. I \ ~ ~
~ .r~ I ~ 0dd,.'$~ I I III I 2 I.,4„ II ~~~rr,~,°~~~' I I ~ 4,600 sq. ft. f,600 sq. ft. I ~ - - - II \ ~ q ~ / !il
Y Q~. v~ if 9.•y' ~ ~ „ la I ~ BACKFlLL, SEE DAM -1 ~ \ 0.13 acres I ~ o
~ <w r'It'`" SECTION DETAIL 4 THIS SHT.
H H GRAPHIC SCALE ~
. ; ~ I ~ I ~a
. • • ~ ~ PSRM LINED • ~ ~ EMBANKMENT, SEE DAM
~ ~;I< ~ „ , ~ . ;;~-rl uy~,~ SECTION DETAIL 4, THIS sHT: _ SEE SHEET C3.1 . ~ ~ - FOR ~ 1 FOR WETLAND W
pv ELEVATIONS c~>~~ a
,I " @Y d 4 , 24 DIA ~r"' ~ ~ ~ _ 1 inch = tit, ~ ~ II
\I ~ 0-RING RCP ~ e - ~ ~ 4 ~ ~ ! ~
g it ~ 'a e~1, t~ ~
- SWALE SECTION ~ ~ ~ 7~A
J . • ~ ~ CONCRETE PIPE BEDDING ~ ~ ` 'aa ~ ,g ,~'..;6~~ ~ ~ EMBANKMENT FILL MATERIAL SHOULD CON I~ Ce V.e V~ ~W „ S ~ -ISSUE SEQUENCE IOULD CONSIST
~~;al ~ NOT TO SCALE ~~~~I - 4000 PSI 28 DAY STRENGTH ro,~~ y ~ OF SC, CL, ML, SM (CLAYS & SILTS) OBTAIN ILTS) OBTAINED 0 DATE DESCRIP110N
~~I SLUMP 2 TO 3 TO BE FlNISHED' •~~,,R i4~,r5po • a~ FROM SITE OR CONTRACTOR'S OWN SOURCE; ROUGH. OWN SOURCES, 9 24 071SSUE FOR CONSTRUC110N
~ ~ COMPACTED TO 95~ STANDARD PROCTOR. ~~,r ~~,rrr, ~~g~~~ ti~ . coMPACTED sueGRADE 12" 24" REP ~2. ~ MAXIMUM DRY DENSITY ASTM D-698. tD PROCTOR. 2 18 07 WQ REVISIONS
fM D-698. ® 4 09 08 DW REV. 2
e.~~ ~ MIN MIN PLACE IN 8 LIFTS. i.
24" 24
M?N MIN PRINCIPAL SPILLWAY CONCRETE PIPE BEDDING TOP OF DAM REINFORCED VEGETATED SWALE
NOT TO SCALE " ELEVAl10N = 476.00' PSRM LINED
>1 RISER CREST ANTI- P LAR _ SEE COL WIDTH = 10' LENGTH = 48 LF
ERMANENT FOREBAY,PLUNGEPOOL ELEV - 470.78 ELEV =464.0 PERMANENT POOL-
NOT TO SCALE ELEV = 467.00' UPPER ELEV= 463.00'
„ 3a1. SLOPE LOWER ELEV = 462.00'
SLOPE = 2.1% SIDE SLOPE= 2:1
NOTES SWALE WIDTH= 5'
, SWALE DEPTH= 1.25' CONSTRUCTED
3:1 SLOPE 1• CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN) 28 DAY HIGH MARSH ' ,a,
STRENGTH. ELEV = 466.50' .
3:1 SLOPE ANTI-SEEP COLLAR- RCP OUTFACE BARREL-- WETLANDS .EP COLLAR DIA = 24" PLAN/PROFILE
2• COLLARS SHALL BE CONNECTED TO 24" RCP WITH A , FAIL 2 THIS SHT. LENGTH = 90 LF i
WA FOLLOWING EXCAVATION OF PONDS .THE CUT SLOPES AND POND SEE DETAIL 2 THIS . TER T1GHT JOINT. , BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDD
C PIPE BEDDING UPPER INV =464.00' DETAIL 3 THIS SHT. LOWER INV = 463.00' -
3• COLLARS SHALL BE SPACED ALONG BARREL AT 20' 0 C. IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR " SEE DETAIL 3 Th ~ >18 SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WI1N M SLOPE = 1.1% ~
ICROPOOL ONE FOOT OF CL, ML & MH (CLAYS & SILT) OBTAINED FROM
BOITOM ELEV = 464.00 4• ANTI-SEEP COLLARS SHALL BE PLACED A MINIMUM OF 2' CONTRACTORS'S OWN SOURCES, AND COMPACTED TO 90% OF X4.00' RCP SHALL BE IN ACCORDANCE WITH
Fang Plpl:.InllvTC . , . ~ \ ACTT/ /~_7G /I ATrOT1 AI Af•P w unri
")IANUAKU rKUUIUK MAMMUM UKT ULNNIT. kAJIM U-0VU) DAM
CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER DAM na I Ivl v / U %L-M I G.7 1 It m, Sri I n SECTION "0" RING RUBBER GASKET JOINT
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT NOT TO SCALE MEETING ASTM C-443. PROJECT NO.: AFD001,000 DESIGNED B1~ JEA
A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. CHECKED BY: AMM
DAME: 02/0/07

2'-0' 3 4" DIA GALV BAR 1' O.C. / ~~g~osU~~
ti~ ~ o
2 1/2"x2 1/2"x3/8" GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: W ~
ROD COUPLING 3/4" CHAMFER ALL EXPOSED EDGES 5 RISER (2tEST: 470.78 WHEN REQUIRED
w CONCRETE STRUCTURES: ' ,
BOLT/NUT ASSEMBLY , 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ h
~ 2 1' WEIR :469.00 SHOWN PRIOR TO CONSTRUCTION. ~ ASSOCIAT);S, INC. ~ EST. 1999 i
LL , . 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~ ti
fi ; ° ;r,M1 BARS 012 O.C. 1 1/2 DIA. EXTENSION ROD ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
_ EACH WAY) " PROVIDE 2 BARS
2 CLEAR ` ~ ' ~ SAME SIZE CUT BOLT UT ASSEMBLY 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED 7 d . ~ ~
TYP. /N COMPACTED FlLL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE SOIL BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
~ ° . 2' FEMALE SOCKET COUPLING r C.I. ASTM 126 C30 ~ PLACEMENT.
Suite 101-
. 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607
~x STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS OTHERWISE NOTED.
e . 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336
Fax: [phone]
;n W "z`;~ 2) ~4 REBAR 6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
e " P ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
~ ~ yr 2 DOUBLE X44 DOWELS EACH SIDE OF OPENING ~ 1 L STRUCTURES" (ACI 315, LATEST EDITION).
ti « 2 3 3/8" 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
2" KEYWA C3.6 NOT TO SCALE Y W/WATERSTOP (TYP) m. BROOM FNISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
NON-RISING EXTENSION STEM ASSEM
oowEL m 12 o.c. ° OUTLET 18' OVERLAP) 4 I:II~ASSE~IBLY HEREIN. ~]i~i ~~~nnw,,
BOTTOM ~ POND ~ BARREL • N~ C3.6 NOT TO SCALE 8. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN CAR'~n,,
ACCORDANCE WITH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER ~~`~~(~•..,..•O~ STEPS AND PLUG VALVE STEM. ~0••••pFESS~O••.•~ti,~'s
. ~ BOTTOM: 95~1l4
i ;Q A
3' CLEAR a., r~"i'~~ el ~ . g ~ .e ^ ~~~y, •I ~~-i , PAINTING/WATERPROOFING: = ~i
9 ••ti:`~GIN~•• ~
6 SC, CL, ML, SM FlLL COMPACTED ~ 3~ ~ ~,~'r-0~ ~ ro TO 90% OF ~.t,~'~snt~t aa~~,*ra~:m ~,:m STANDARD PROCTOR ~ 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). ~'~•,`9N M "~P~~~,•```
MAXIMUM DRY DENSITY. v > . ~ s~' ~ ~ ~ ° ti~ ~ THIS PREPARAl10N SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE ''~n,,~~~~~~~~~,,,~~`~ a
aka ~ , BARS 0 8 O.C. , p ~ a EACH WAY) SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTING. ~'•f 6 ~ 8
9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
" " ~ " " C.I. GUIDE (ASTM A126) 6 8 4-0' 8 6 MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255
i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
~ COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM
THICKNESS OF 5.0 MILS. THE MINIMUM DRY FlLM THICKNESS FOR THIS TWO (2) COAT
1 - - I SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED
C3.6 NOT TO SCALE 1~ ~ ~ i BY OWNER.
BRONZE BUSHING
i i MISCELLANEOUS:
- i The signatures below certify that this sheet has .been reviewed and approved solely _ i
er the certification si ned on the cover sheet of these construction tans. 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING ~I, STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
P 9 P COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
" i
CM -Engineering Date Public Works -Env. Programs Date 24 1/4" 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND i
ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE M..~ ~
ii ii i ii ii ~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
CM -Transportation Date Planning Date C.I. BRACKET ii ii ~ 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION ~
ASTM A126 a ( ~ STEEL NUT/BOLT/WASHER AND .APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO _ J ^
~ 24" MAX. BE SELECTED BY OWNER.
. M 10" MIN. CM -Building Inspections Date Planning -Transportation Date 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~~~111 ~~Tj~
EACH STRUCTURE. O W
ii P ~ iP
_ 4" 4" i d i Public Works Water/Sewer Date ,Fire Date ~1i_ _ J 13. WATERSTOPS SHALL BE 6-INCH, PVC, DUMBELL STYLE 746 BY GREENSTREAK ST. LOUIS MO
~ ~L ~ ~ OR EQUIVALENT. ~ ~ a F-~
I ~ ~ I
I
Public Works -Electric Date Parks, Recreation & Cultural Res. Date W
HASP 1 EA. WELD TO DOOR'S LEFT EDGE w~~
do DOOR OPENING ARE TO LINE UP FOR ~ Q ~ a ~o ~ w ~
PADLOac. 5 Public Works - S&E Date 3/4" DIA GALV BAR 6" O.C. TYP
C3.6 NOT TO SCALE
2'X3' ACCESS DOOR HINGED TO SWING UP. PADLOCK y'~ ' ` L, l '
DOOR AND OPENING TO BE REINFORCED AS 12" C.I. H C-,
NEEDED. ANDWHEEL 1 WEIR IMBEDDED GALV ~l6 BAR GAL 2"ANGL/E'x3/8~ F • ~ 0
1 ~z ~ . Z
PEAK TRASH RACK ~ ~ F...I 1/2" cALV ~
3/4" DIA GALV .BAR WELDED TO 1~ EXP. BOLT 18" O.C.
2 1/2"x2 1/2"x3/8" GALV. ANGLE 01' CTS. X RISER CREST: 470.78 ~ ~ 6A
ADJUSTABU: STEM GUIDE
(SEE DETAIL THIS SfIEET) ~o ° C3.6 NOT TO SCALE ~ i ~
i °0 ~ ~ (2) 2' WEIR .468.00 ~ ~ ~
" 2" CLEAR ~
3" ORIFlCE OUTLET 45' BEND Tl'P. ~ 2" DIP WALL PIPE ~
~ BARREL 3" OIP
~ ORIFICE 1: 467.00 ~ k ~ p ISSUE SEQUENCE •u
" u i 6 DUCTILE IRON --r-------- ~
POND DRAIN ~ N : ~ ' 0 DATE DESCRIPTION ` ° ~ 9 24 07 ISSUE. FOR CONSTRUCTION
CENTERED ON OUTU:T BARREL ~ i i NCDOT STD. aaoss. ' 2 18 07 DWQ REVISIONS .
Y ; Y I
~ i - ~ ~ i _ o NR EXTENSION STEM
i ii i ~ a (SEE DETAIL THIS SHEET) I c .i. BARS ®12" O.C.
u ~ i -o°EACH WAIF M
i 8' DIA PLUG VALVE
i
D.I. WALL PIPE -
i DIP (FLxPLAIN END) (DIA=B"") FLxPLAIN END) , - -
~DIA=B")
1 /2"x1 /2" WWM WRAPPED OVER OPENING N DOWEL 0 12" O.C. 1~8" OVERLAP)
NCOOT STD. 840.66. - - -BARREL INV: 464.00
BOTTOM: 464.00 ~ 1'-0" MIN
\ v0 o WETLAND 5
3" CLEAR \ ~ \ OUTLET II
BARS 0 12' O.C. • STRUCTURE
8 SC, CL, ML, SM FlLL COMPACTED EACH WAY) TO 90% OF STANDARD PROCT X \ ~ ~n~y ~ _
~ MAXIMUM DRY DENSITY. ~ n n ~hd a..,,~;aro' i° ~ ~ DETAILS ~~1.4~,f~a,;~:w,.~rb~'3n. .z~ax?.....~"~.. f~ BARS ~ 8" D C ~;~~'~;,~w'~~e'~'~',~ia'e~~u~ .)ASS
~ACH wA~ ~'~I /1 7 A
a'-n• ~
1 WEIR 3 PLAN I- 15-" MIN-I
2.6 NOT TO SCALE
6 SEC11ON Y-Y C3.6 NOT TO SCALE PROJECT NO: AMM.000
DESIGNED BY: JEA
CHECKED BY AMM
DATE: 02/05/07

% ~ 1 / I - - ~ - r X ~ g~ SU ~ ! ~ ~ ~ ~
/ 1 WET POND DESIGN DATA , - - ~ x x x X--x-x-~x x-x-~ -x ~
/ ~ / % ~
AREAS PREDEVL POSTDEVL ' ~ / The signatures below certify that this sheet has been reviewed and .approved solely ~ ~ ~ o
per the certification signed on the cover sheet of these construction plans. WATERSHEAD AREA: 8.70 ACRES 8.70 ACRES w ~
PAVEMENT/BUILDING AREA: 0 ACRES 5.24 ACRES ' • -
NATURAL AREA: 8.70 ACRES 3.46 ACRES i i / / /
CM - En in erin Public Works -Env. Pro rams Date % IMPERVIOUS AREA: 0.00% 60.23% / X82 / % a g e g Date 9 / ~ a~ i ~ / ~ / ~ ~ ASSOCIAT)~S, INC. b
i PERMANENT POOL AREA ~ ~ ~ ! ! / ~ t ~ EST.1999 ~
REQUIRED: 0.17 ACRES CM -Transportation Date Planning Date PROVIDED: 1.02 ACRES ~ r'--- - ~
~ - - ` ~ / ~
OUTLET STRUCTURE o ~ •
o ~ i CM -Building Inspections Date Planning -Transportation Date RISER WIDTH 4.0 FT o ~ 299 I . !
~ l o
RISER LENGTH 4.0 FT ~ ~ 5,664 sq. f . I I ' 0.13 acr I ! _ - - . ~ i ! / / ~ ~ / / / 407 Gorman St.
- Fire Date Public works water/sewer Date HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL - - I - I ' ! 252 ~ / /
j ~ 1,725 sq. ft. I N ~ . ~ ~ ~ /i ~ % / % / o / Suite 101 ~ ~ / ~ ( ~ / a~ I ~ ~ Raleigh, North Carolina 27607
1 YEAR STORM: ~ - - . A'- - - I i .Public Works -Electric Date Parks, Recreation & Cultural Res. Date -PEAK OUTFLOW 6.61 CFS 0.17 CFS p I
o / RISE 1.44 FT d ~ ~ ~ 251 0° ~ / % i ! ~ - ~ 1,380 sq. ft. p / i / ~ ,a ' 919-833-7336
,n 298 ~ ' PEAK STAGE ELEVAl10N 473.94 FT ~ H ~ Fax:[phone]
5,750 sq. ft. ~ Public Works - S&E Date FREEBOARD 4.06 FT 250. I ~ I ~
0.13 acres ~ ~ 1,380 sq. ft. / ~ ~ C www.bbmasSOClateS.COm / ~ \ ~ -
NOTES KEYED TO PLAN 2 YEAR STORM: _
PEAK OUTFLOW 8.95 CFS 0.31 CFS ° ` -1~OA-- - 249
A NEW POND OUTLET STRUCTURE SEE DETAIL SHEET C3.16. N RISE 1.61 FT 1,380 sq. ft. / ~ f i
i PEAK STAGE ELEVATION 474.11 FT o z9~
B PERMANENT. FOREBAY, SEE DAM SECTION THIS SHEET. FREEBOARD 3.89 FT a 5,75A q. ft. 248 I ~
.T3 acres C NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. _ ~ ° 10: '
10 YEAR STORM: i - - - ..J
D NEW VEGETATED SWALE. PEAK OUTFLOW 18.39 CFS 1.48 CFS 11~:Og'_"""_""
- RISE 2.02 FT ° / i Quo L •9 - ~ 247 2.1 3 \
E POND WALL ORIFICE. SEE DETAIL 3 THIS SHEET PEAK STAGE ELEVATION 474.52 FT 2,070 sq, ft. o _ M ~ ~ ~f~-~, ~ l \ 0.05 acres • / ~
FREEBOARD . 8 T ' 296 F ZONE 2 RIPARIAN BUFFER 3 4 F ~
® 5,750 sq. ft. 1 ~ 0.13 acres 246' I ; 3: ~ , ; \ ~qN
G ZONE 1 RIPARIAN BUFFER ~ ~ 25 YEAR STORM: - 1,380 sq. ft. I i / 0 3C ~ ~ • \ ~ ^ M. MP~a`~~
4 47 CFS - ~ PEAK OUTFLOW 2 • 2.65 CFS H 50 VEGETATED FILTER - - -1
RISE 2.31 FT - 245 1,380 sq. ft. j l ~ ~
PEAK STAGE ELEVATION 474.81 FT ~ / / / o ~ ~ A
FREEBOARD 3.19 FT / GENERAL NOTES 295 I
~ 5,750 sq. ft. fro
1. PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE 0.13 acres ~ a 50 YEAR STORM. L OWNERS GEOTECHNICAL ENGINEER. / - - "o l~e~ l
PEAK OUTFLOW 29.43 CFS 8.15 CFS - - - - r
25" RISE 2.70 FT ~ - - -1 15:08- - - f / '
PEAK STAGE ELEVATION 475.20 FT ' / 243 / / ~ ~ ~ " 3: ~ i /
3 FREEBOARD 2.80 FT I-16.75" 16.75"-I 2/%070 sq. ft/ I p n ; • ~ / 0.05 acre ~
294 I
• . • 5 750 s ft. <;,5 'j rt ~ •';5' I 0.13 acres / A. I I 469' ~ 10 / ! 4j0 3:1 / 242 / / / 4 j2 - 4~2
L___ / / / 1,380 sq~ ft.
a 2 NUMBER 4 REBAR - - _.._I / , , 3:
4 ? ?.y]',yp' it ~.,,,.~":aar I 24~ 4¢ ' 4~p / r ~ / 1,380 /sq. ft. ~ ! r / ~ ~o/
II/
~,..~.y Nal:M~lPOa. _ = 4 s ft. / • j /140 ! ~ ~ 1,380 s . ft. / ~ l !
~ '~~~+f~~~;i'~,• ; ~ .~y;..,,~., a';~ :.:;y;, •":a. ,.{»:,.~t~; I .13 acres • 2) NUMBER 4 REBAR ..S•~; .;ti, • } ~t .•t.:~,,;:.••r::;4,; ^ L N POND WALL ORIFICE ~ s..~ .~I.. .M . _
/ / 239 ~ ~ ~ ! / / O''f / Oo ~ \ X0.1 ~ i
NOT TO SCALE ~,~;,'..n4.!; ,:~?~rlt:~:~•y ••.~~,~.;7~{:,.{,r~:'••~.:: `..r~•.'•~• ~ ' .•'1~'S.~':'`~4}/,,.1~ ; 1. ••R.+:SIl,'., ' ' • 4 ,,t~ 696 sq. ft. ~ ! . / ~ 0, ~ ~ .
•x ~ • ~ r s~s`~ k~4t~`"r; .~1~':!,~;~~, 2.5 x 4 PIPE •:,,tia`; 45::••. ! - - Z
• ~ s~±;s t REDUCER " • • •d«••~ I I I / ~J.~ ~I
I~ '--~1
~ i 5 I ~ / i 1 / % I ~ N ~ ~ 5 sq. f h-~I ~ ~ " ~ 0.13. acres ~ ~ l
ail , ~ SIDE VIEW ~ /
/ " " NOT TO SCALE I- 95:0A~ - _ ~ /
2.5 x 4 PIPE I ~ I REDUCER - 1 ; ~ W~ ~ ~
l PLAN VIEW I ~ ~ / 37 \ rT1
I 194 NOT TO SCALE I p~~ ~ 5,750 sq. ft. ~ I^^~I
5,664 s . ft: I I ~ • ~ ~ ~ X0.13 acres h~ U
I I I " 0.13ares 2.5 T L___ I 1 OP OF EMBANKMENT ~ - I / 1 '
i ii it ~ ~ ~ ~ A ~ ~
itif J ~JN ~ f1~2 I ~ I N ~
~ io I ~ g
( c~ ~ r 19 ~ rn ,941 ~ ,941 q. ff~. ~ 91 ` ~ II ~ ~ 8' ~ 5.664 sq. ~ O
~ ~a BACKFlLL, SEE DAM 0.13 res / n/ hhh~1~ Z
~ ~ 4~1.'~ ~ , , i.~~> y•° SECTION DETAIL 4 THIS SHT.
e ~ 1~'IY l~•~~F y~:6Y, GRAPHIC SCALE
PK}~~ I ~d' ~ she
. ~ art; ° ~ "~~i-- EMBANKMENT, SEE DAM
° ~ i ~ ~flp~~' ~ ' d' SECTION DETAIL 4 THIS SHT. PSRM LINED . ~ ~ ~ ~ . a ykv ~ ~ x SEE SHEET C3.1 FOR F 1 FOR POND W
~~a ~a ~ ~ ~t ~ :g ~ a
~ = s~ M y~~ ~ ELEVAT ONS I ~ , ~T~ r>x~) ~
- r- 1 inch = 40 it,
0-RING RCP ~ , ,
~'b N ~ ~--1.00'
"a _ ~ EMBANKMENT FILL MATERIAL SHOULD CONSIS : a y e,~' ~ R ~ OULD CONSIST ISSUE SEQUENCE
' ° ..I ~ ~ ~ SWALE SECTION rH ' • ~$I: ~ ; , N - OF SC CL ML SM CLAYS & SILTS 0 T A ~I . ~ ~ CONCRETE PIPE BEDDING ~ 4 ~ ~ ~ ~ ( ) B AINE CTS) OBTAINED 0 DATE DESCRIPTION
~I _ ~ 4000 PSI 28 DAY STRENGTH n ~ w ~ ~ ~ ~ . ~ w~ FROM SITE OR CONTRACTOR S OWN .SOURCE. d~ ~ sLUMP 2 To 3 TO BE FlNISHED ~ i . ~ ,,r~~ ; ~a~ NOT TO SCALE COMPACTED TO 95% ST ND )WN SOURCES, 9 24 07 ISSUE FOR CONSTRUCTION
: ~ A ARD PROCTOR. 'D PROCTOR.
4 • • MAXIMUM DRY DENSITY ASTM D-698. COMPACTED SUBGRADE " M D-698. ® 2 18 07 WQ REVISIONS
,,t, 12 ~ 18 RcP 12 PLACE IN~ 8 LIFTS. 2.5" POND WALL ORIFICE 4 09 08 DW REV. 2
~~~'4' MIN MIN " PRINCIPAL SPILLWAY SEE DETAIL 1 THIS SHEET
24" 24 TOP OF DAM DIP ORIFICE OUTFACE REINFORCED VEGETATED SWAL
MIN MIN CONCRETE PIPE BEDDING ELEVATION =480' DIA = 4" PSRM LINED
RISER CREST WIDTH = 10' LENGTH = 40.T LENGTH = 45 LF
NOT TO S A ERMANENT FOREBAY ELEV = 474.87 C LE PERMANENT POOL UPP = 472.75' UPPER ELEV= 468.50'
ANTI-SEEP COLLAR - ELEV - 469.00 ELEV = 472.75' . LOW = 472.00' LOWER ELEV =468.20'
NOT TO SCALE ° SLOPE = 1.8~ SLOPE = 0.7~
SIDE SLOPE= 2,1
. - r, SWALE WIDTH= 1.0'
NOTES ° SWALE DEPTH= 1.0'
3:1 SLOPE _ WET DETENTION
CONCRETE FOR COLLARS. SHALL BE 3000 PSI (MIN) 28 DAY RCP OUTFACE BARREL POND 6 DESIGN
STRENGTH. 3:1 SLOPE ELEV = 472.00' DIA = ,s» PLAN/PROFILE
FOLLOWING EXCAVA110N OF PONDS, THE CUT SLOPES AND POND AN11 SEEP COLLAR ' COLLAR LENGTH = 70 LF
2• COLLARS SHALL BE CONNECTED TO 18" RCP WITH A BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. .BOTTOM ELEV = 469.00 SEE DETAIL 2 THIS SH1 2 THIS SHT. UPPER INV = 469.00' l;
WATER TIGHT JOINT. IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR LOWER INV = 468.50' - i
SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH CONC PIPE BE ;ONC PIPE BEDDING SLOPE = 0.7~
3• COLLARS SHALL BE SPACED ALONG BARREL AT 20 0/C. ONE FOOT OF C ML & MH CLAYS & SILTS STAIN SEE DETAIL 3 L, ( ) 0 ED FROM SEE DETAIL 3 THIS SHT, •
CONTRACTORS'S OWN SOURCES, AND COMPACTED TO 90% OF RCP SHALL BE IN ACCORDANCE WITH
d eu•n ni-r-n nn~ ~ xne• eu~~ ~ er n~ APC11 A I/IA~I111111 nr n~ QTAAIf1ADl1 eennrno IIAVIi1111/ 11~V 11~AIQIN /AQT/ n ~no\ . ~ - _ _ _ _ ASTh,I C-7R f l a1~~T1 ri occ ui unTu
T• AIVII"JCCI' VVLLAI%J aFIALL DG 1"LAVGU A MIIVIMVIYI Vf G .J1n19UPIRU VF%VVIVf% Mr%^IMVM UIRI UGI\.7111. IM U VZTQj _ UAM UAM 5LU I IUN 6&;-RING 'kU6kGASKET JOINT
FROM PIPE JOINTS. CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER /'~I1/I
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. NOT TO SCALE MEETING ASTM C-443. PROJECT NO:. AFDO01.000
DESIGNED BY: CHECKED BY: AIM
OATS: 02/05/07

2'-0" 3 4" DIA GALV BAR 1' O.C. / ~~g~eSU~~
~ o
2 1/2'x2 1/2"x3/B" GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~
3/4" CHAMFER ALL EXPOSED EDGES RISER CREST: 474.87 CONCRETE STRUCTURES: , ,
~ ` ROD COUPLING WHEN REQUIRED
1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ ASSOCIATES, INC. b
' 1' WEIR :474.00 SHOWN PRIOR TO CONSTRUCTION. ~ EST.1999 ~
BOLT/NUT ASSEMBLY 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~1
BARS 012" O.C. r ~ ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY. ~
EACH WAY)
A « ~ 2 CLEAR PROVIDE 2 BARS 1 1/2 OIA. EXTEN~ON ROD 7a~5~~ 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED
TYp, s, SAME SIZE CUT < y ~ ;y' COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
- d pw_' BOLT/NUT ASSEMBLY SOIL BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St. PLACEMENT. Suite .101
2" FEMALE SOCKET COUPLING C.1. ASTM 126 C30 4. -ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607
STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336 Fax: [phone]
6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
• ~ 2) ~ ~REBAR ~ ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES" (ACI 315, LATEST EDITION).
DOUBLE ~4 DOWELS EACH SIDE OF OPENING " „Z
2 2 ° 2 ,I 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
2 KEYWAY W/WATERSTOP (TYP) e. ti C3.6 NOT TO SCALE " 3 3/8 HEREIN.
DOWEL ~ 12" O.C.
18" OVERLAP) BOTTOM OF PAID ~ BARREL * NON-RISING EXTENSION STEM ASS STEM ASSEMBLY a. OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ~~+`'`'~~~~~~"'''n,
~ 4 ACCORDANCE IMTH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER C'~O~ •
_ BOTTOM: ¢~9,QQ C3.6 NOT TO SCALE STEPS AND PLUG VALVE STEM. ~ O~~oFESS~o•..•~ti9'
° , m ~ a : Q AL
3 CLEAR • i^ A ~ . - O =
PAINTING/WATERPROOFING:
b ~ x a~ ~~kD.,,,a~ . art' ~ ~ aD B" SCI CL, ML, SM FlLL COMPACTED „ ~ : ~ ` b ~ ~ r 9 •'•~GI ~ ; 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). '~,,qN M MP~~'~`°`~
TO 909K OF STANDARD PROCTOR ~ ~ " " ~ - e w MAXIMUM DRY DENSITY. ~ ~ ~ ~ ~ ~ ` THIS PREPARATION SHALL REMOVE ALL LAITAPICE AND OPEN ALL SURFACE VOIDS. CARE '<<,,,~~~~~~~~~,,~~~` 0
~ My " a~'~; ~xy r,~ ~ w ~ ~ BARS 0 8 O.C. .,~~~`r"~ o~~~e~:~~, SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTiNG. 4'~~ ~ g
EACH WAY)
" " 1 " C.I. GUIDE (ASTM A128) 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
6 8 4-0 8 6 MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255 EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
i I~~ ~ _ COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FILM
THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
- i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS
I C3.6 NOT TO SCALE ~ ~ i MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED BY OWNER.
BRONZE BUSHING ~ i MISCELLANEOUS:
- i i
The signatures below certify that this sheet has been reviewed and approved solely 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING
per ,the certification signed on the cover sheet of these construction plans. STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
r VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
" '
24 1 /4" 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND
CM - En ineerin Date Public Works -Env. Programs Date 9 9 .ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. U
ii ii PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
~ II u ~ ~ o0 u u ~ 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION
C.I. BRACKET u u CM -Transportation Date Planning Date ASTM Ai26 N x ~ ~ STEEL NUT/BOLT/WASHER " AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO ^
~ M 24 MAX. A BE SELECTED BY OWNER. ~ E"~
~ 10" MIN.
CM - Buildin Ins ections Date Planning -Transportation Date 9 P 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR
ii EACH STRUCTURE. O W
d i iii 13. WATERSTOPS SHALL BE 6-INCH PVC DUMBELL S TYLE 746 BY GREENSTREAK, ST. LOUIS, MO ~ 11
4" 4" ~ i~ ~ - Fire Date ~~i_ _iLJ _ OR EQUIVALENT. ~ ~ h--I
Public Works Water/Sewer Date i i i i i , i
i
W ~ ~ ~
Public Works -Electric Date Parks, Recreation & Cultural Res. ,Date - ww~
HASP 1 EA. WELD TO DOOR S LEFT EDGE dt DOOR OPENING ARE TO LINE UP FOR Q
PADLOCK. 5 a w ~ ~
Public Works - S&E Date C3.6 NOT TO SCALE 3/4" DIA GALV BAR 6" O.C. T
PADLOCK v1 (H~ ~L/,
2'X3' ACCESS DOOR HINGED TO SWING UP. DOOR AND OPENING TO BE REINFORCED AS 12" C.I. HANDWHEEL L Lhr.,i~ 2 1/2"x2 1/2"x3/8"~ ~ O
NEEDED. IMBEDDED GALV ~6 BAR. I GALV. ANGLE ~
tp Z F 1 ~ ~ Z
~ , " ~ • 1/2" GALV.
PEAK TRASH RACK 3 4" OIA GALV BAR WELDED TO
/ " M " 1 2 1/2 x21/2 x3/8 GALV. ANGLE 01 CTS. x RISER CREST: 474.87 BOLT 18" o.c. ,
ADJUSTABLE STEM GUIDE s., ~ ~ 6A ANCHORING DET~j, W
: (SEE DETAIL THIS SHEET) ~ ~ C3.6 NOT TO SCALE
,~s. ~ ~ a
~ ~ 1' WEIR .474.00
` 2" CLEAR ~ I
OUTLET TYP. s ~
BARREL
~ ' ~ ISSUE SEQUENCE
~ ~ ~ a y ~ ` 0. DATE DESCRIPTION
8 DUCi1LE IRON --r-------- POND DRAIN ~
CENTERED ON OUTLET BARREL i 9 24 07 ISSUE FOR CONSTRUCTION NCDOT STD. 840.66. ~ '
Y ~ Y
n ~ ~ ~ i , "a NR EXTENSION STEM
i i - ~ ~ (SEE DETAIL THIS SHEET) ~ ~ BARS 012" O.C.
~ i i EACH WAY)
8" DIA PLUG VALVE i G
i i
i DIP (FLxPLAIN END) -D.I. WALL PIPE - ' (FLxPLAIN END) ' - -
(DIA=B"") (DIA=B") ,
1/2"x1/2" WWM WRAPPED
OVER OPENING - i -i 18" OVERLAP)
BOTTOM: 469.00 ~ ~ 1'-0" MIN - °BARREL INV: 469.00
~ o
3" CLEAR \ ~ a ~R - I.- ~ ~ ~ POND 6 OUTLET
~ ~ x a`' _ STRUCTURE
BARS 012" O.C. 1 8 SC, CL, ML, SM FlLL COMPACTED EACH WAY) TO 90~ OF STANDARD PROCTOR ~k~~~ ~ DETAILS
x ~ MAXIMUM DRY DENSITY. .
" " ~ g" 6" a~ a , ' at ~ . ~~,~~~~~,~N~.r EACH WA x~~~.~ < ~~.,~n~a,< ~
~.~t ~ ~ ~ ~
4-0
J 3"\ PLAN
1 WEIR
15 MIN C-6 NOT M SCALE
6 SECMON Y
C3.6 ZNOT TO SCALE PROJECT NO.: AMM.000 DES GNED BY: JEA
CHECKED BY., AMM
DAIS: 02/05/07

~
/ /
WETLAND DESIGN DATA ~ , ~
The si natures belo g w certify that this sheet has been reviewed and approved solely AREAS PREDEVL POSTDEVL
per the certification signed on the cover sheet of these construction plans. ' r I / / ~ ` \ ti ~ 1~
WATERSHEAD AREA; 4.70 ACRES. 4.70 ACRES
PAVEMENT BUILDING AREA: 0.00 ACRES 2.83 ACRES / ~ ~ ~ ~ '
NATURAL AREA: 4.70 ACRES 1.87 ACRES. CM -Engineering Date Public Works -Env. Programs Date ' /
~ IMPERVIOUS AREA. 0.00 60.21 / / ~i ~ % ~ ~ , / 1 ,-,-'~`l ~ ~ ~ ASSOCIATES, INC. b
PERMANENT POOL AREA - / ~ F ~
CM -Trans ortation Date Plannin Date REQUIRED: 0.11 ACRES ~ P 9 ~ ' ~ ~ % / % i ' / / ~ ~ ~ ~ EST. 1999 ~
PROVIDED: 0.19 ACRES ~ / f -
OUTLET STRUCTURE ~ / ' CM -Building Inspections Date Planning -Transportation Date ~ /
RISER WIDTH 4.0 FT ~ /
I RISER LENGTH 4.0 FT / '
I / Public Works -Water/Sewer Date Fire Date / i ~~j ~r / \ I /
HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL / / ~ , ~ ~ ~ ~ X i V' ~ 407 Gorman St. ~ ~ % ~ / ~ ~ , 31 Suite l0Y
. 1 YEAR STORM: ~ i
Public Works -Electric Date Parks, Recreation & Cultural Res. Date PEAK OUTFLOW 6.31 CFS 3.59 CFS / / r D . i%' ~ SiC/ Raleigh, North Carolina 27607
RISE 1.65 FT _ ' i
PEAK STAGE ELEVAl10N 465.65 FT • < ~ ~ ~ u lic works - s&E pate FREEBOARD 2.35 FT ' a . ~ / ,;~~'~~o / 919-833-7336
• ~ / ~ , / ~"K/ Fax: [phone] r 0-6
i e / ~ ~ / www.bbmassociates.com
2 YEAR STORM: / ~ i r / ~ 2.1 /
/ ~ PEAK OUTFLOW 8.42 CFS 5.94 CFS X.~ / ~ i
RISE 1.91 FT x ~ i / , / ' ~ '''~9\ 4~2
PEAK STAG ELEVATION i ~ ' E 465.91 FT ~ ,
I NOTES KEYED TO PLAN FREEBOARD 2.09 FT x ~ ,T ~ ~ / _ ~
/ A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.18. w~ , ~ ~ A ' ~0 A ~ \ \ 3,863 sq. ft. ,~ununr
10 YEAR STORM; ~ ~ ~ ~ ~ j~ 2:1 ro 2:1 / \ 'acres--- CAR'''''.., ' a a ~ /
B PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. PEAK OUTFLOW 16.85 CFS 13.57 CFS ~ ~ x 11 ~ , ~~l' ' ~ ~ i \ ~[NNb~o\/
RISE 2.56 FT ~
C NEW LEVEL SPREADER. SEE DETAIL SHEET C7,1. ~ , PEAK STAGE ELEVATION 466.56 FT ! ~ ~
FREEBOARD 1.44 FT ~ x / D NEW REINFORCED VEGETATED SWALE. GRADE TO EX WETLAND. ~ / "
SEE DETAIL 5 THIS SHEET. x ~ ~ / / j ~ . ° p p p~ ~ 'U.JO acres 9~~'•.''+GI ~
25 YEAR STORM: ~
E POND WALL ORIFICE. SEE. DETAIL 1 THIS SHEET X PEAK OUTFLOW 22.26 CFS 18.41 CFS i ~ / ~r
F ON RISE 2.8fi FT ~ Z E 2 RIPARIAN BUFFER /
PEAK STAGE ELEVATION 466.86 FT /
G ZONE 1 RIPARIAN BUFFER FREEBOARD 1.14 FT ? ° i i ~"VVV /
~ ~ ~ r ~ \
GENERAL NOTES i ~ ~ ;'i• 50 YEAR STORM: ~ i / 8 6
PEAK OUTFLOW 26.65 CFS 19.50 CFS / ~ 1. PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE i , / ~ y~~ / ~ \ \4,600 sq, ft. \
OWNER'S GEOTECHNICAL ENGINEER. RISE 3.11. FT ~ i ~ \ 0.11 acres ~i , ' / \r \
PEAK STAGE ELEVATION 467.11 FT i i ~
FREEBOARD 0.9 i ~ ~ 8 FT ~ i ~ i
~ i i ~ 2, ~ ~ / \ , oo . ft. ~
~ i ~ ~ ~ i i Oy1 acre ~ ~
8 ~ i ~ ~ ~ ti
/ ~ / / , / / \
/ ~ ; / % / , ,r ' /
/ / ~ i / / / / i 12 v / \ / \ 4,600 sq, f .
~ / i ~ ' 23 ,G 1 I ~ \ 0~1 acres ~ / 0 ~ U 5,820 sq. , / ~ / > \7 \ / ~
i ~ ~ i ~ ; ~ I 1 / 0.131a~s ~ ~ / ~ ~ \ / a~ / h~'~11
i l ~ I A / / ~ Fri I 4 ~ 221 f /I ~ \ \ 14/~~ \ \
~ I ~ i ~ " r / " Q
.~Sik...-~ ~ i / / / O.~Lro1cr~s . ~ / ~ \ \ \4f.1 acgrest ~ " ~ \
~ A ~lv:~„ 0, ~~s,"I p~ \
\ f ~ ~ / . 1 acr p ~ ~ \ 0
i ~l ~y n 0 ~
/ \ ~ ~i ~ \ , 1~ \ / / i \ \4,600 sq. ft. \
~~0 V / . / ~ \ 0,1,1 \ res ~ ~6 op \ \ 4,600 a a
ii ~ , \ / ~0~ / ~0./ .1 O 0
l! / i , / /
/ ~ -
\ ~ \ \4,600 q, ft. ` C ~ 13 ~ ~T1
f.~ f ~ l~ \ ~ ? 480 \ s ~ ~ ~,~q / \ 4,600 sq. ft ~ ~ lyj, 1 ~ \ ? ` / ~rCs ~ / I ~p•/ /V \ ~ .~ac es ~~""11 ~ h-y U
TOP OF EMBANKMENT
~ ~
~ \ / ^ / ~ ~~(•1 \ 4,514 sq. ft. ~ v 1 \ 15 \ L
t, rya ~ ,Ga~4 \ / \ ~ 5, s . ft. \ acres N~ 00 ~ \ \ 4,600 sq. t. C~'
:Ir_ ~ C ~ 5,94 \ 94 q \ ~.\acr s
~ a"~,~°~~',,~ BACKFILL, SEE DAM O
~ , r,;~~,p"/y 1~,~ ''?,e~`~'y'I,r° _ SECTION DETAIL, THIS SHT. Z
;i ~ ya a~~ d +'~a~ GRAPHIC SCALE w
, ~ ~ ~ ~ ~6 ~ MBA K
E N MENT, SEE DAM ~ , , ~ . ~';~e•; SECTION DETAIL 3, THIS SHT.- PSRM LINED SEE SHEET C3.
. ~ 3 FOR b 3 FOR WETLAND W
a~, ~ o ELEVATIONS
R' ~ r 1 inch = 40 tk ~ ~ I,
.4
' . 18" DIA W ' z 0-RING RCP a - ,
a , N - ISSUE SEQUENCE
aa~ ~ ~ , y ~ SWALE SECTION CONCRETE PIPE BEDDING 's~ ~ EMBANKMENT FILL MATERIAL SHOULD CONSI T 1LD CONSIST 0 DATE DESCRIPTION
° ~,I 4000 P~ 26 DAY STRENGTH ~ ~ ~ , ` ~ ~ ~ ` " " F, 7~~,d ~,~~a OF SC, CL, ML, SM (CLAYS & SILTS) OBTAINED ,I . sLUMP 2 To 3 ro BE FlNISHED~ , ~~~,p-~ ~ ~ NOT TO SCALE FROM SITE OR N T ' OBTAINED
~,..I , ~ RouGH. CO TRAC OR S OWN SOURCES, N SOURCES, ® 9 24 071SSUE FOR CONSTRUCTION
~~.I COMPACTED TO 95% STANDARD PROCTOR. COMPACTED SUBGRADE 12" 18" RCP t2" ~ PROCTOR. 12 18 07 DWQ REVISIONS
MAXIMUM DRY DENSITY ASTM D-698. ~a~ , ~ ~ , . MIN MIN P A " ; L CE IN 8 LIFTS. D-698. 4 09 08 DW REV. 2
~
CONCRETE PIPE BEDDING
2a" 24" PRINCIPAL SPILLWAY MIN MIN TOP OF DAM REINFORCED VEGETATED SWALE
NOT TO SCALE >18" RISER CREST ELEVATION = 468.00' PSRM LINED
PERMANENT FOREBAY/PLUNGEPOOL ELEV = 466.55' WIDTH = 8' LENGTH = 25 LF
ANTI-SEEP COLLAR ELEV =461.00 PERMANENT POOL UPPER ELEV= 458.00'
ELEV = 464.00' s,. LOWER ELEV = 457.00'
NOT TO SCALE 3:1 S ~ ,,-,..LOPE P a, 1 SLOPE = 4.0%
SIDE SLOPE= 2:1
NOTES O"- fi" . ads . SWALE WIDTH= 3.0'
3:1 SLOPE SWALE DEPTH= 1.0' CONSTRUCTED
1• CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN} 28 DAY LOW MARSH ~ '',h~
STRENGTH. ELEV = 4fi3.50' . WETLAND 7
3:1 SLOPE ~ ANTI-SEEP COLLAR 2• COLLARS SHALL BE CONNECTED TO 18" RCP WITH A COLLAR DIA ~ ~g ALL BARREL PLAN/PR~FILE
WATER TIGHT JOINT. FOLLOWING EXCAVATION OF PONDS THE CUT SLOPES AND POND SEE DETAIL 2 THIS SH' L 2 THIS SHT. LENGTH = 63.5 LF
BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDDINI PIPE BEDDING UPPER INV = 461.00'
3, ~ IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR ~ SEE DETAIL 3 THIS COLLARS SHALL BE SPACED ALONG BARREL AT 20 0/C. X18 ETAIL 3 THIS SHT. LOWER INV = 458.00'
SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH MICROP00 L SLOPE = 4.62 ~
ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM
4• ANTI-SEEP COLLARS SHALL BE PLACED A MINIMUM OF 2' rnnlmerTnQC'c nano cnl iRCGC enln en?~perri:n rn one nc BOTTOM ELEV = 461.00 RCP SHAT I RF IN ACC~R~ANCF WITH
vvn n.w vrw v vrrr• vvv.v..YnnY vwn!1V IbY v Ywv Yr FROM PIPE JOINTS. STANDARD PROCTOR MAXIMUM DRY DENSITY. ASTM D-698)
DAM S CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER DAM SECTION Ao TM C RING7RUBBER GAS ETAJOIN111, T WITH
WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO N MEETING ASTM C-443. PROJECT NO.. AMM.000
NOT TC A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. NOT TO SCALE DESIGNED BY. JEA
CHECKED BY: AMM DAIS 02/05/07
I

~~gsoSU~~
2'-0" 3/4' DIA GALV BAR 1' O.C. ti~
~ o
PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~
2 1/2"x2 1/2"x3/8" GALV. ANGLE
RISER CREST: 466.55 ROD COUPLING 3/4" CHAMFER ALL EXPOSED EDGES CONCRETE STRUCTURES: ' '
WHEN REQUIRED / 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ~ ASSOCIATIaS, INC. b
SHOWN PRIOR TO CONSTRUCTION. ~ EST. 1999 ~
BOLT/NUT ASSEMBLY , , 2 WEIR , 465.00 PROVIDE 2 BARS 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ~ 1
' SAME SIZE CUT ' E1 ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
BARS 012' O.C. ~ ~ 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED 7 d. ~ ~
EACH WAY) 1 1/2 DIA. EXTENSION ROD ~ Jj,-'~ COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
2" CLEAR r~ SOIL BEARING PRESSURE SHALL BE VERIfIEO BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
TYP. ~ ' BOLT/NUT ASSEMBLY PLACEMENT.
. ~ , 2" FEMALE SOCKET COUPLING ~ Suite 101
Q' C.I. ASTM 126 C30 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Cazolina 27607 STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
' 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336.
Fax: [phone]
6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO www.bbmassociates.com
2) ~4 REBAR 2 ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315, LATEST EDITION).
t ~ C3.6 NOT TO SCALE
ti DOUBLE DOWELS EACH SIDE OF OPENING ~ 2" ° i~ 1Iti 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
2 BROOM FINISH. ALL EXPOSED: CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
/ 2 KEYWAY W/WATERSTOP (TYP) HEREIN.
DOWEL 012" O.C. NON RING EXTENSION STEtuI AS OUTLET 16" OVERLAP) sr STEM ASSEMBLY 8• OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ~~`''"~~~~""''n I, ACCORDANCE IMTH NCDOT STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER ~o°~~~~ •~ARO(
BOTTOM OF POND BARREL + 4 , uPUNC STEPS AND PLUG VALVE STEM. ,~0~;,~oFESS o ~,,~2.~'~
C3.6 NOT TO SCALE s Y '•t4 ~ ~i f; -
BOTTOM: 481.00 ~ ~ =
PAINTING/WATERPROOFING:
3 CLEAR • a ~ • i °fi ~ ~ , ~~~;~a~y
„N~k~ ~5. r. ~`1 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). ~''%qN M. MP~~~°~
B" SC C M ~ ' " ~ -fix ~ ~ ~ L, L. SM FlLL COMPACTED ~ . ~~'s~ h~~ ~ ~ ~1, t k, , TO 90X OF STANDARD PROCTOR ~'why~ ~~~s _ k '>~r~~a~~~t~:~''. THIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE •0~ SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASTING.
MAXIMUM DRY DENSITY. ~a~ , ; ` , ¢ N `v,~."...,.. ; ,A~
BARS 0 8 O.C. , ~ ; ~ a~r?A a e~.~~, rh aA ~In A a~+A~~'< EACH WAY) C.I. GUIDE (ASTM A126) 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
MANUFACTURER'S RECOMENDATIONS. FIRST COAT: TNEMEC SERIES 66-1255
6" 8" 4'-0" 8" 6" i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
. COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A ORY FILM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
i i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS
- i i ~ ~ MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR. TO BE SELECTED I,
BY OWNER.
C3.6 NOT TO SCALE - - - - BRONZE BUSHING ~ i
- i MISCELLANEOUS:
i 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESILIENT SEATED, NONRISING
The si natures below certif that this sheet has been reviewed and a roved sole) - 9 Y Pp Y . STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
per the certification signed on the cover sheet of these construction plans. ~ COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
i " 24 1 /4" 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND
CM -Engineering Date Public Works -Env. Programs Date ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. ~ U
ii ii PROVIDE POLYAMIDE EPOXY COATING TO ALL SURFACES. COATING SHALL BE F~
i u u ~ ii u ~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE ~~-I
CM -Trans ortation Date Planning Date C.I. BRACKET ii u a p ASTM A126 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE T1ME. PERFORM SURFACE PREPARATION ~1
x ~ STEEL NUT/BOLT/WASHER ~ 24" MAX. AND APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO _ J ^ ~ BE SELECTED BY OWNER. ~ E-~
M M co 10" MIN.
CM -Building Inspections Date Planning -Transportation Date 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR r~rr 1111 ~~Tj~
ii EACH STRUCTURE. ~ W
ii ~ iii
4" 4" ~ d ~ 13. WATERSTOPS SHALL BE 6-INCH PVC DUMBELL STYLE 746 BY GRE N E STREAK, ST. LOUIS, MO a OR EQUIVALENT.
Public Works -Water Sewer Date Fire Date ~~i_ _i~J ~ i ~ i
i i ~ i 0 0
W ~ ~c ~
Public Works -Electric Date Parks, Recreation & Cultural .Res. Date HASP 1 EA. WELD TO DOOR'S LEFT EDGE ww~
do DOOR OPENING ARE TO LINE UP FOR ~A Q a
PADLOCK, n~ uu ~
5 Public Works - S&E Date C3.6 NOT TO SCALE 3/4" DIA GALV BAR 6" O.C. ~ ~N~r T n
2'X3' ACCESS DOOR HINGED TO SWING UP.
DOOR AND OPENING TO BE REINFORCED AS NEEDED. 12" C.I. HANDWHEEL PADLOCK V 1 h~l L,
2 1 /2'x2 1 ~2"x38" ` ~ ~ ~ F+i IMBEDDED GALV ~6 BAR GALV. ANGLE ~ 0 ~ O
1 ~ ~ ~z
PEAK TRASH RACK
~ 3/4" DIA GALV BAR WELDEO TO 2 1 2"x2 1 2"x3 8" GALV. ANGLE O 1' CTS. EXP. BOLT 18" O.C. h+i
/ / / X ' RISER CREST: 466.55 ~ i S
ADJUSTABLE STEM GUIDE
x ~ (SEE DETlUL THIS SHEET) e C3.6 NOT TO SCALE ~^^T.~''
~+i
I ' - 2' WEIR :465.00 ~ ~
1.75" ORIFlCE 2" CLEAR
OUTLET 45' BEND ¢ ,
~ BARREL 1.75" DIP ~ 2' DIP WALL PIPE
~i ~ ORIFlCE 1: 464.00 ~ ~ ~ ISSUE SEQUENCE
8' DUCTILE IRON ~ --i--------- `u
PONO DRAIN ~ FN ~ O. DATE DESCRIPTION
CENTERED ON OUTLET BARREL NCDOT STD. 840.66. ' ~ 9 24 07 ISS~IE FOR CONSTRUCTION
Y ; Y n i 2 18 07 DW REVISIONS
f
i i i ~ w NR EXTENSION STEM ~ ~ i (SEE DETAIL THIS SHEET) I ~ y w BARS 0 12" O.C.
~ i i o EACH WAIF
~ S
~ 8" DIA PLUG VALVE i i
i
DIP (Fl."xPLAIN END) D.I. WALL PIPE - FLxPLAIN END) - -
(DIA=B ) ~DIA=B") ,
1/2"x1/2" wwM WRAPPED'; DOWEL 012' O.C.
NCDOT STD. 840.66. OVER OPENING ~18" OVERLAP)
\ BOTTOM: 461.00 - ~ -BARREL INV: 461.00 ~y
\ °D 1~-0" MINA s „ ~
\ 3 CLEAR - \ co a .R a. ~ ~ s ~ ~ a ` ~ ~ O V~ETLAND 7
BARS 0 12" O.C. ~
• x EACH WAY) 8 SC, CL, ML, SM FlLL COMPACTED ~ ~ ~ x OUTLET
TO 90~ of STANDARD PROCTOR " " Z " " MAXIMUM DRY DENSITY. ~f - - - - ~ - ~ - ~ STRUCTURE
1-6 8 8 6 ~ ' 8 ~~~~'@a , ~ , ~ ~ ~ ~V~ ~ BARS 0 8" O C ; ~ " ,v.~ ~ ~ v DETAILS
EACH WAIF
~
\ I--- 2' WEIR V V C3. 18
3 p PL& 15 MIN . NOT TO SCALE
s ,nON_Y-Y
23.6 NOT TO SCALE PROJECT NO.: AFD001.000
DESIGNED BY: JEA
CHECKED BY: AMM DAM 02/05/07

/ ,i ~ i~ 1 rr rr ~ i y. • r r rrr i ~r • r rr /r----
, - - _ \ ~ ~J ,~r~ ~ ~ r • • • r~ X444------ ~,g' ~ e S r _
~i i i / i i
WETLAND DESIGN DATA ~ ~ - . t- - • --•-'C i ~ rrrr rrr ~ -442-'-~`. V~
The signatures below certify that this sheet hos been reviewed and approved solely / . ;--~-r` 7~ per the certification signed on the cover sheet of these construction plans. AREAS PREDEVL POSTDEVL ice'
~ ~ ~
WATERSHEAD AREA: 6.00 ACRES 6.00 ACRES / ~ ~
_ PAVEMENT/BUILDING AREA: 0.00 ACRES 3.56 ACRES ;i i , CM -Engineering Date Public Works Env. Programs Date NATURAL AREA: 6.00 ACRES 2.44 ACRES ~ ~ / " ~ 1~---~
/ / i ~~,i ~ ~ _Q. , ~ ASSOCIATES, INC. b
IMPERVIOUS AREA: 0.00 59.33 ~ / '
CM -Transportation Date Planning Date PERMANENT POOL AREA ~ ~ % ~ - = / ' . l ~~ill . \~f' ~ ~ EST. 1999
REQUIRED: 0.14 ACRES ~ ~ \
PROVIDED: 0.35 ACRES / i ~ ; \ ~ ~ ~ ~ _444\~~_ _ i l 11
CM - 6utldmg Inspections Date Planning -Transportation Date / / ~ /~./i~ OUTLET STRUCTURE ice., , ,
~ ~ ~446J l l l
ISER WID 4.0 FT % Public Works -Water Sewer Date Fire Date RISER LENGTH 4.0 FT ~ / ~ G / 407 Gorman St.
HYDROLOGY/HYDRAULICS PREDEVL POSTDEVL ~ ~ ~ ~ ~ ~ ~ / ~ Suite 101
Public Works -Electric Dote Parks, Recreatwn & Cultural Res. Date T R - / 1 YEARS 0 M. / ~ \ - . ~ / - - ~ \ ~ % rr i i / i Raleigh, North Carolina 27607.
PEAK OUTFLOW 7.02 CFS 1.16 CFS / ; _ _ ~
RISE 1.18 FT " " ~ %y` ~ ~'~4 1 ~ k5~ X56 \ ' \ s - _ ~V ~ ; V~ i l ~ 919-833-7336
Public Works - S&E Date PEAK STAGE ELEVATION 457.18 FT ~ .~~~•t = ~ ~ i ~ / Fax: [phone]
FREEBOARD 2.82 FT i ~ F . ' ` \ ~ ~y8 / ~ ~ ~ / ~ ~ ~ www.bbmassociates.com F
/ ~ 0
2 YEAR STORM: ~
NOTES KEYED TO PLAN ~ PEAK OUTFLOW 9.40 CFS 2.63 CFS / ;ti_
A NEW POND OUTLET STRUCTURE, SEE DETAIL SHEET C3.20. RISE 1.32 FT ~ 4S 3:1 ~ ~ ~ d / , 0 , ' 6
PEAK STAGE ELEVATION 457.32 FT , / /
B PERMANENT FOREBAY, SEE DAM SECTION THIS SHEET. FREEBOARD 2.58 FT 2.1 ~ ~ A~-6 ~ 3:1 ~ ~ l i 0 / ```,~,,nunmrrr,rrr'
• A ~ `V. / 0 ~Nn.N~ ~
C NEW LEVEL SPREADER. SEE DETAIL SHEET C7.1. 10 YEAR STORM:
D NEW REINFORCED VEGETATED SWALE. GRADE TO EX STREAM.. REINFORCE PEAK OUTFLOW 18.99 CFS 12.48 CFS
STREAM ENTRY POINT WITH PSRM LINER. SEE DETAIL 5 THIS SHEET. RISE 1.95 FT / / ~ 0 / / -
PEAK STAGE ELEVATION 457.95 FT \ E POND WALL ORIFICE. SEE DETAIL 1 THIS SHEET \ 0 6 / /~'Q 0 / o . ~ 0/ ~ i
FREEBOARD 2.05 FT o ~ , ~
i ~ , \ F ZONE 2 RIPARIAN BUFFER 9 ~ \
\ ~ 25 YEAR STORM: ~ \ 2 \ A6 ~S3 / / / ~ ~ 00 / / / rrnnm~~ 1-~~b ~®0
G ZONE 1 RIPARIAN BUFFER PEAK OUTFLOW 25.12 CFS 18.24 CFS , \ 3,863 sq. ft. 6 ~ ~
GENERAL NOTES RISE 2.23 FT h
\ / ~ PEAK STAGE ELEVATION 458.23 FT ~ ~8, ~ \ ~
FREEBOARD 1.77 FT ~ ~ 1. PLACEMENT OF ALL FILL MATERIAL SHALL BE AS DIRECTED BY THE \ J , ~ ~ ~ 3:1 / ~ 0 ~~i
OWNER'S GEOTECHNICAL ENGINEER.. \ \ J 4 ~ ~ ( ~ 0 ~ ~ ~ ~ ~
50 YEAR STORM: , f \ ~4~399 \ ~ ` ~ I ~~Q00~
'0. 0 acres ' PEAK OUTFLOW 30.11 CFS 22.68 CFS ~ r, \ ~
/ r \ RISE 2.42 FT ~ ~ \ ~Q
PEAK STAGE ELEVATION 458.42 FT ~ \ co ~
FREEBOARD 1.58 FT \ 6 \ n ~ \ ~ ~
\ ~ , 0 sq. ft. \ / / 0
\ ~ 1 \ ' ~ ~ x,863 sq\ft. \ l ~ l ~ /l j' 1~,I ~ I
"rp . \ 0` \ ~ N ~ ~ ~ \ ` 0~9 acres\ ~ / / / / /'Q~ 0 ` II,/ % / / I I
\ Aj ~ ® 8 6 ,
\ \ \4,600 sq. ft. ~ 'Q I
\ 4.11 acres p \r \ o ~ \ ~~4,399 sq. ft. / / 00 OQ / ` ~ ~ ~ 1
\ / '~o . ~ O' / \ ~a 0 acres ~ 0 ~ / ~ / I
~ \ \ \ /
10
\ 0 ft. \ \ 0.11 acre p \ \
\ ~ O \ a. ~ \ \ \ ,600 sq. ft. \j \ / \ / j /~0 00 / ~ j l / % I ~ \ I , / \ / ~ 0 / ~ ~ / I W . 1 acres '
~o. w ~ /
\ \ 1i
\ / \4,600 sq. f . \ 7
1 acres ~ / ~ \ 4 600 ~ O \ \ 4,600 sq. ft. \ / I / 0 ~ ~ ! / / I ~ 1
1 \ ~ `0. 1 a • ~ ~ \ \ ~'~0. \ a \ ~0.~acres ~ I' ~ / / ~ 00 00 ~ i ~ j / l % ~ ' h~ Fri
~ \ \ it , l / i / / / Q~ 'Q i / / i ~ ~ ~
/ \ \ ~ \ \ ~ o° ~ ~ / X00 00 / ; i ~ W ,..a ~ ~
sq. ft. ~ \ acres p ~ \ 4,600 s , ft.
q \ q \ \ 0• \ ~0. 1 acres 4,600 sq. ft. \ ~ / 11 l l %A l ~ 'Q~ ~j ~ % / l ' W ~0. 1 acres / / ~ / / 0 / / / / f
\ a
\ ~ ~ \ \ ~ \ . \ / ~ / l j / / /j 00 / j / /
TOP OF EMBANKMENT \ \ t. \ 11 \
I g p \ 4,600 s . ft. ` 1 0 \
a res ~ ~ / / l l / ~ ~ ./,QJ ~ ~ ~ ~ l 1r ~ h+h
. 0° ~ ~b~ ~ 9 e~ e•~~jrl~Y ~y~~41 V~ / 0 ~ ~ 'I
~ ~ z
• BACKFl SEE DAM ~ ~ .N~~ ~ << ~ GRAPHIC SCALE w
° w~ a' SECTION DETAIL 4 THIS SHT. PSRM LINED `T . . ° d ~ ,r' ~ ~
' ~ ~
n, - ~ ~ SEE SHEET C3.3 FOR 1 3 FOR WETLAND W
° ~~~,_~."--EMBANKMENT, SEE DAM `a~~~ °I ~ SEC110N DET 4 THIS SHT. ~ I ~ ° k~~~ ~ j s= A s ~ ~ AID • ELEVATIONS ~ t~
1 inch = 40 it
~ .I ' 0-RING RCP b s~,~ r ?
~ SWALE SECTION
t~ • } ~ R 7 ° ~ r ~ ~ Z ~~P~~.J ~ . ~ ~ ' dry,..- ~ ~ . °z ~6g~ ~ ~ NOT TO SCALE ISSUE SEQUENCE
~ ~til . _ MBANKMENT FILL MATERIAL SHOULD CONSIS OULD CONSIST
~4~ I ° ~ - t', c ~ ; ; ~ z OF SC, CL, ML, SM (CLAYS & SILTS) OBTAINS 'al ~ 'a ~ ° a ~ N ~ r C CTS) OBTAINED 0 DATE DESCRIP110N
" ~ " coNCRETE PIPE BEDDING ° ~ - FROM SITE OR CONTRACTOR S OWN SOURCE. ~ 4000 PSI 28 DAY STRENGTH ~ IWN SOURCES, 9 24 071SSUE FOR CONSTRUCTION
' ~ " ti; , , t e~~ COMPACTED TO 95~ STANDARD PROCTOR. rw ~ ~ SLUMP 2 TO 3 TO BE FlNISHED ~.s a~ > r 5~ CONCRETE PIPE BEDDING ~o a~' : M , ~~>k~6,.. z~..,, ° a~~ : o, MAXIMUM DRY DENSITY ASTM D-698. D PROCTOR. 12 18 07 DWQ REVISIONS
~~n ROUGH. PLACE IN 8" LIFTS. M D-698. 4 09 08 DW REV. 2
" " COMPACTED SUBGRADE " 24" RCP 12" NOT TO SCALE 24 24 12
MIN MIN MIN MIN PRINCIPAL SPILLWAY
TOP OF DAM REINFORCED VEGETATED SWALE
18" > RISER CREST ELEVAl10N = 460.00' PSRM LINED
ANTI-SEEP COLLAR PERMANENT FOREBAY/PLUNGEPOOL ELEV = 458.63 WIDTH = 8' LENGTH = 50 LF
ELEV = 453.0 ' PERMANENT POOL UPPER ELEV= 447.00'
NOT TO SCALE ELEV = 456.00' a LOWER ELEV = 444.00'
3:1 SLOPE _ ~ SLOPE = 6.0%
p. SIDE SLOPE= 2:1
NOTES SWALE WIDTH= 4.0'
3:1 SLOPE SWALE DEPTH=1.o' CONSTRUCTED
1• CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN) 28 DAY LOW MARSH-
STRENGTH. ELEV = 455.50' `'~3~, ~ ~ , " RCP OUTFACE BARREL WETLAND S
3:1 SLOPE ANTI-S EEP COLLAR EP COLLAR DIA = 24" PLAN/PROFILE
2• COLLARS SHALL BE CONNECTED TO 24" RCP WITH A SEE DETAIL 2 THIS S 'AIL 2 THIS SHT. LENGTH = 66.50 LF
WATER TIGHT JOINT. FOLLOWING EXCAVATION OF PONDS, THE CUT SLOPES AND POND BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CONC PIPE BEDDI PIPE BEDDING UPPER INV = 453.00'
IN AREAS THAT HAVE SANDY SOILS EXPOSED, THE CONTRACTOR " SEE DETAIL 3 THI DETAIL 3 THIS SHT. LOWER. INV = 452.00'
3• COLLARS SHALL BE SPACED ALONG BARREL AT 20 0/C. SHALL UNDERCUT ONE FOOT OF SANDY SOILS AND REPLACE WITH >18 MICROPOOL SLOPE = 1.5~ ~
ONE FOOT OF CL, ML & MH (CLAYS & SILTS) OBTAINED FROM = i3.00' RCP SHAT I RF IN ACCr7R~ANCF WITH
~ ~ ~ r~nAlTOArTnDNC nun.i eniieree SAIn nn?aeerTCn Tn onq nc BOTTOM ELEV 453.00
T• HIV II-Jttr GULLAnJ ZMALL Ot rLf1VtU H MINIMUM UP L vvn innv iv1w v vnn ~wnvw~ n§w vviru nv ILV Iv uvio vi
FROM PIPE JOINTS. STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM D-698) DAM DAM SECTION 0 ASTM C-76 RING RUBBEA CLASS R GASKET JOINT
CONTRACTOR TO APPLY 4 INCHES OF LOOSE TOPSOIL OVER WETLAND PLANTING AREAS. CONTRACTOR TO OVEREXCAVATE TO NOT' AFD001.000
A DEPTH COMMENSURATE WITH THE TOPSOIL LAYER. NOT TO SCALE MEETING ASTM C-443, PROJECT IM?» DESIGNED BY. JEA
CFIECfED BY: AMM DA1Ec 02/05107

i
2'-0" 3 4` DIA GALV BAR 1' Q.C. ~gs~SU~~
/
ti~~ ~ o
2 1/2'x2 1/2'x3/8" GALV. ANGLE PRINCIPLE SPILLWAY STRUCTURE NOTES: ~ ~
3/4" CHAMFER ALL EXPOSED EDGES RISER CRESL 458.63 ROD COUPLING WHEN REWIRED CONCRETE STRUCTURES: ' '
1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EXISTING CONDI110NS AND DIMENSIONS ~ ASSOCIAT);S INC. b ~ SHOWN PRIOR TO CONSTRUCTION. ~ BST° 1999 ~
1,5' WEIR : 4 7.0 ~ „ T ' 2' WEIR :457.00 BOLT UT ASSEMBLY , 5 /?r
2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
: - u~: , BARS 012 O.C. ~ ~ ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
' EACH WAY) PROVIDE 2 BARS fi „ E+ SAME SIZE CUT 1 1/2 DIA. EXTENSION ROD ? 21~
2 CLEAR 'Iy~'~ 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED d • COMPACTED FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE
TYP. ° SOIL BEARING PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING 407 Gorman St.
• ; F~ ~ , BOLT/NUT ASSEMBLY , PLACEMENT. Suite 101
` 2" FEMALE SOCKET COUPLING ~
° C.I. ASTM 126 C30 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE Raleigh, North Carolina 27607
' STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. 919-833-7336
u Fax: [phone]
2) ~4 REBAR ' 6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO wvvw.bbmassociates.com
ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
~ ~ DOUBLE ~4 DOWELS EACH SIDE OF OPENING ~ Z 2" . ~ STRUCTURES" {ACI 315, LATEST EDITION).
C3.6 NOT TO SCALE ~ 7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF ALL WALLS TO RECEIVE A NONSLIP
P~ ~ 2" KEYWAY W AIERSTOP lYP ~ 3 3 8" BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED AS SPECIFIED
/W ( ) s. / HEREIN.
DOWEL 012" O.C: i OUTLET 18" OVERLAP) , STEM ASSEMBLY g, OUTLET STRUCTURES SHALL BE PROVIDED WITH STEPS 1'-2" 0/C. STEPS SHALL BE IN ~~,~~~`''`~CAR''<<,,~~
BOTTOM OF POND ` BARREL ~ N
ti 4 F" ' C3.6 NOT TO SCALE ~P_Lldst ACCORDANCE WITH NCDOT .STD. 840.66. TRASH RACK HATCH TO BE ALIGNED OVER 0( STEPS AND PLUG VALVE STEM. : 4~ aFESS/p s,~ti.~~'
y~y..y,~~4 BOTTOM:453.Q4
:4~
„ °:a .~m ° ~ s, I 3 CLEAR . ~ , PAINTING/WATERPROOFING: 0
7 9~~'ti;~Gl
8" SC, ML, SM FlLL COMPACTED ,:Y ~ y ~ ~ u P:r . ° , ^ -~'',.~~ar, ~k Sr,.k. ah ~ °~'.~`i~<.ep'~~!~{,~v,'f wh""~"~8~.,e;p,''t~~',~~k ~ ~,~a~ 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST). ~'%qN M'MP~,~,~`~~
t TO 90% OF STANDARD PROCTOR ' MAXIMUM DRY DENSITY. ; " ~ THIS PREPARATION SHALL REMOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS. CARE ''~~~,,,,~~~~~~,,,o~~ D
~,~~d~ ;°`~a" BARS 0 8" O.C. ~ ~dpn '~yV7 , SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE BY OVERBLASIING. 4'~b` g
EACH WAY) 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
C.I. GUIDE (ASTM A1261 „ „ „ I 6 8 4-0 8 6 MANUFACTURER'S RECOMENDA110NS. FIRST COAT: TNEMEC SERIES 66-1255
i i EPOXOLINE BEIGE PRIMER APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. SECOND
i COAT: TNEMEC SERIES 66 HI-BUILD EPOXOLINE FINISH APPLIED TO A DRY FlLM
i THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) COAT
~ - i SYSTEM SHALL BE 10.0 MILS. PAINT AND PAINT PRODUCTS SHALL BE AS MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, M0. COLOR TO BE SELECTED
C3.6 NOT TO SCALE BY OWNER.
BRONZE BUSHING i \ ~ ~ i MISCELLANEOUS:
- i
' reviewed and a roved solel - The signatures below certify .that this sheet has been pp y _ 10. PLUG VALVE SHALL BE FLANGED ECCENTRIC, CAST IRON, RESIDENT SEATED, NONRISING I~!, STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
f these construction lans. ~ ~ per the certification signed on the cover sheet o p ~ - COATED, INSIDE AND OUT CONFORMING TO AWWA C550, LATEST REVISION. PLUG
r VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
"
_ 24 1 /4" CM -Engineering Date Public Works Env. Programs Date 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND r 1
ADJUSTABLE STEM GUIDE SHALL BE BY TROY VALVE, TROY, PA OR EQUIVALENT. U PROVIDE POLYAMIDE EPOXY COALING TO ALL SURFACES. COATING SHALL BE
ii ii i M-~ TNEMEC SERIES 66 OR APPROVED EQUAL. APPLY TWO COATS. EACH COAT SHALL BE
ii ii 3-5 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE 11ME. PERFORM SURFACE PREPARALION
CM -Trans ortation. Date Planning Date C.I. BRACKET u u p AS1M A126 N x T OL SHER ~ _ ~ STEEL NU /B T/WA „ AND APPLICATION PER MANUFACTURER'S RECOMMENDAl10NS. PAINT COLOR TO
~ ~ 24 MAX. = M BE SELECTED BY OWNER.
~ 10" MIN. 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE FOR ~T~~
CM -Building Inspections Date Planning -Transportation Date EACH STRUCTURE. O W
ii , ii i iii -
4" 4" ~ ii i 13. WATERSTOPS SHALL BE 6 INCH, PVC, DUMBELL STYLE 746 BY GREENSTREAK, ST. LOUIS, MO ~ 11
Public Works -Water/Sewer Date, Fire Date ~~i_ _i~J i i _ OR EQUIVALENT. QI h~
i i i 0
i W
Public Works -Electric Date Parks, Recreation & Cultural Res. Date - ww~
HASP 1 EA. WELD TO DOOR'S LEFT EDGE
do DOOR OPENING ARE TO LINE UP FOR Q ~a . U
PADLOCK. 5 Public Works - S&E Dote H W ~ 3/4" DIA GALV BAR 6" O.C. ~ T
C3.6 NOT TO SCALE
2'X3' ACCESS DOOR HINGED TO SWING UP. PADLOCK .,P ~ Q~~
2' WEIR DOOR AND OPENING TO BE REINFORCED AS 2 t/2"x2 1/2"x3/8" ~ '
NEEDED. 12" C.I. HANDWHEEI. IMBEDDED GALV X16 BAR ~ GALV. ANGLE ~ ~ ~ O
~
PEAK TRAM RACK . t/2" cAly. ~
" IA GALV BAR WELDED TO 3/4 D „ " ~ ~ EXP. BOLT t8" O.C.
2 1/2 x2 1/2 x3/8 GALV. ANGLE 0 1 CTS. Q X ' ~ RISER CREST: 458.63 ~ ?UI
AD~ISTABLE STEM GUIDE
_ (SEE DETAIL THIS SHEET) C3.6 NOT TO SCALE /,'a : ~ 2' WEIR :457.00
_ ~ 1.5 WEIR :457.00
2" CLEAR
2" ORIFlCE 45' BEND OUTLET ~ 2" DIP WALL PIPE ~
BARREL 2" DIP n ° N`' ~ ISSUE SE~IENCE
~ ORIFICE 1: 456.00 -i ~ _
~ - - u i u 0. DATE DESCRIPTION
8" DUCTILE IRON --i POND DRAIN i N ` 9 24 071SSUE FOR CONSTRUCTION
CENTERED ON OUTLET BARREL i NCDOT STD. 840.as. ' 12 18 07 D WQ REVISION S .
Y ' Y
n ~ ~ ~ i , _ NR EXTENSION STEM
~ ~ ~ - ~ N o (SEE DETAIL THIS SHEET) I - ~ BARS 0 12" O.C. b EACH WAY)
- - d k ~ .h ~ i i 0 ri
- 6" DIA PLUG VALVE
i i
i D.I. WALL PIPE -
--i--------- DIP (FLxPLAIN END) (DIA=6"") FLxPLAIN END) ' - -
~DIA=B")
1 /2"x1 /2" WWM WRAPPED DOWEL m 12" O.C. a ~ ~18" OVERLAP)
OVER OPENING - NCDOT STD. 844.66. -i - -BARREL INV: 453.00
BOTTOM: 453.00 " \ ~ 1-0 MIN
` ' ' ' WETLAND 8
3" CLEAR \ ~ .ter. \
OUTLET
BARS 012' O.C. 8" M SM FllL COMPACTED , L. EACH WAY) TO 90% OF STANDARD PROCTOR . STRUCTURE
X ~ MAXIMUM DRY DENSITY. 'x
1 " " O 6 ~ fia mm . a e4a s~~?A'i ;~'aor:R°N'i~.Wr e4~~V..~. BARS Y D.C. a ~,~ii@".w:- Di.J 1~AJ ItACH WAY) . I { I
~
T-V \ V-6" 4'-0" 8" 6"
1.5 YVEIR 3
15 MIN C3920
C3.6 NOT TO SCALE
@HNOT SECTION Y-Y TO SCALE PROJECT NO.: AFD001.000
DESIGNED BY: JEA
CHECKED BY: AMM
DATE: 02105107

.fig ~ SUS
N RA NOTES: . GEE L GRADING SEQUENCE
0
1. REFER TO PHASE ONE THROUGH 4 OF THE EROSION AND 1. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL. OF ALL WASTE
MA RIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL REQUIRED SEDIMENT CONTROL PLAN. SEE SHEET C3.21 - 03.24: TE W v>
APPROVALS AND CONDITIONS DICTATED BY THE JURISDICTIONAL EROSION CONTROL R HOWN AND PROTECT INLETS WITH 2 INSTALL STORM SEWER WHE E S AUTHORITIES. MESH AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER
2. ALL OPEN STORM `DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER V AS SHOWN ON THE PLAN. APPRO Ep MEASURES
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL SHEET C7.1. 3. STABILIZE EACH PHASE WITH VEGETATION AS DENUDED AREAS ARE ~ ASSOCIAT'hS, INC. b
3• PROVIDE SEEDING. AND 4" TOPSOIL OVER ALL AREAS OF SITE WITHIN CONSTRUCTION BR LIGHT UP TO FINISHED GRADE. SEED AND MULCH DENUDED 0 EST. 1999
LIMITS, UNLESS OTHERWISE NOTED. AR AS 4MTHIN FIFTEEN 15 WORKING DAYS OR THIRTY 30 E t ) ~ )
4. NO LAND .DISTURBING ACTIVITY SHALL OCCUR WITHOUT A GRADING PERMIT ISSUED CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BY THE TOWN OF APEX. WHICHEVER IS SHORTER.
5. A L BE RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY THE CONTRACTOR SH L 4. ONCE PHASE 1A IS STABILIZED WORK MAY BEGIN IN PHASE 2. I 7d $~i
AND PERMANENT EROSION CONTROL MEASURES DURING CONSTRUCTION. PHASE 2 IS TO FOLLOW THE GRADING SEQUENCE SHOWN IN PHASE
6. EXPOSED SLOPES SHALL BE PROVIDED WITH GROUND COVER WITHIN 15 WORKING 4 EROSION CONTROL PLAN. SEE SHEETS C3.21 1 THROUGH OF THE
DAYS OF ANY PHASE GRADING, PERMANENT GROUND COVER SHALL BE PROVIDED THROUGH C3.24. 407 Gorman St.
THE LESSER OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING COMPLETION I SHALL BE STABILIZED. WITHIN ONE 1 YEAR OF THE 5. ONCE PHASE 1B IS STABILIZED WORK MAY BEGIN IN PHASE 3. OF CONSTRUCTION. THE S TE I T OW THE GRADING SE UENCE SHOWN IN PHASE Suite 141
N DISTURBING -ACTIVITY. PHASE 3 S 0 FOLL Q START OF ANY LAD 1 THROUGH 4 OF THE EROSION CONTROL PLAN. SEE SHEETS C3.21 Raleigh, North Carolina 27b07 '
7. THE OWNER SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL AREAS. THROUGH 03.24.
919-833-7336
8. MINIMIZE SOIL BORROW AND STOCKPILE AREAS DURING CONSTRUCTION OF SEDIMENT 4• 6. ONCE PHASE 2 IS STABILIZED WORK MAY BEGIN IN PHASE .CONTROL .STRUCTURES. SOIL. BORROW/STOCKPILE AREAS FOR A PARTICULAR PHASE 4 IS TO FOLLOW THE GRADING SEQUENCE SHOWN IN PHASE Fax: [phone]
' TRUCTURES ARE NOT TO BE LOCATED IN AREAS TO 1 THROUGH 4 OF THE EROSION CONTROL PLAN. SEE SHEETS C3.21 PHASES SEDIMENT CONTROL S www.bbmassociates.com
BE DENUDED IN A SUBSEQUENT PHASE, - THROUGH C3.24.
9. TEMPORARY SEDIMENT BASINS 12 3 4 5 6,7, AND 8 ARE TO BE CONVERTED TO > > ~ ~ ~ 7. WHEN VEGETATION HAS BECOME ESTABLISHED AS EACH PHASE IS
PERMANENT STORMWATER CONTROL STRUCTURES WHEREAS TEMPORARY SEDIMENT STABILIZED, CALL THE TOWN OF APEX EROSION CONTROL
BASINS 5A,9,10,11, AND 12 AND CUSTOM BASINS 1, 2, AND 3 ARE TO BE REMOVED INSPECTOR TO SCHEDULE A FINAL SITE INSPECTION. OBTAIN A
AS SHOWN ON THE EROSION CONTROL SHEETS G21--C.24 AND THE CONSTRUCTION AT OF LET10N FOR EACH PHASE. CERTiFIC E COMP
SEQUENCE. 8. IF PHASE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
10. FIELD VERIFICATION OF THE APPROXIMATE SEDIMENT BASIN AND CUSTOM BASIN FENCE SEDIMENT BASINS ETC. AND SEED OR STABILIZE ANY ```~,a~,~~ ~CARp~ ~o,''',
- DIMENSIONS WILL BE REQUIRED. TO ENSURE ADEQUATE CAPACITY. RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY OISSIPATORS, SHOULD BE
INSTALLED WHEN FINAL GRADING IS COMPLETED.
CONSTRUCTION. SE UENCE:: .4 . -
1. FLAG PROPERTY LINES EASEMENTS BUFFERS AND TREE PROTECTION AREAS. - .
R H THE APEX- PLANNING DEPARTMENT'S ZONING CODE CONTACT LISA PAR IS ,
ENFORCEMENT OFFICER AT 249-3335.TO OBTAIN APPROVAL FOR TREE PROTECTION
FENCING LOCATIONS..` ~~`'~~M~~~MP~`~t~ D? q•t4~
2. INSTALL TREE PROTECTION FENCING AND SIGNS AND CALL 249-3335 FOR AN
INSPECTION.
3. OBTAIN A LETTER OF PLAN APPROVAL FOR SEDIMENT AND EROSION CONTROL.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCING,
SEDIMENT BASINS AND OTHER MEASURES FOR EACH PHASE BEGINNING WITH PHASE
1A AND 1B AND PROCEEDING AS EACH PHASE IS DENUDED AS DESCRIBED IN 12 - #19 OF THE CONSTRUCTION SEQUENCE AND AS SHOWN ON THE APPROVED PLANS.
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. STABILIZE SEDIMENT
BASINS AND CUSTOM BASINS IMMEDIATELY AFTER THEIR CONSTRUCTION:
5. A 249-3397 FOR ONSITE INSPECTION BY ENVIRONMENTAL INSPECTOR AND C LL
OBTAIN CERTIFICATE OF COMPLIANCE.
6. OBTAIN A GRADING PERMIT FROM THE INSPECTIONS DIVISION AND POST THE PERMIT
ON THE SITE.
7. BEGIN CLEARING AND GRUBBING FOR ROUGH GRADING OF THE SITE FOR EACH
PHASE BEGINNING WITH PHASE 1A AND 1B AND PROCEEDING AS EACH PHASE IS
DENUDED AS DESCRIBED IN 12 - #19 OF THE CONSTRUCTION SEQUENCE AND AS SHOWN. ON THE APPROVED PLANS.
8. PIL SUFFICIENT AMOUNT OF TOPSOIL TO COVER 3-INCHES OVER STOCK E LANDSCAPED AREAS AT THE'END OF THE PROJECT. U
9. INSTALL STORM SEWER AS SHOWN ON THE EROSION CONTROL PLAN PHASING SHEETS. SHEETS C3.21-C3.24 , AND- PROTECT INLETS WITH INLET PROTECTION ~ '
~ ) DEVICES, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE
PLANS. MAINTAIN DEVICES AS NEEDED.
10: ESTABLISH GROUND COVER ON GRADED SLOPES. AND FILLS WITHIN 15 WORKING
DAYS OR 30 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, AFTER COMPLETION
OF ANY PHASE OF GRADING. aw
11. TA I I E SITE AS EACH PHASE IS BROUGHT UP TO FINISHED GRADE WITH S BLZ
VEGETATION AND OR PAVING. STABILIZE INDIVIDUAL LOTS IN EACH PHASE AS /
UTILITIES ARE INSTALLED. AND BACKFILL IS COMPLETED. 00
RMAN N Y STABILIZED AND APPROVED, CONVERT SEDIMENT 12. ONCE PHASE 1A IS PE E TL
BASINS 6D, 7D, AND 8D TO STORMWATER DETENTION PONDS OR STORMWATER N BY F USHING AND CLEANING STORM SEWER SYSTEMS CONTRIBUTING TO WETLA DS L w a ~
TH BASINS REMOVING ACCUMULATED SEDIMENT, REMOVING TEMPORARY PVC E , ww
SKIMMER STRUCTURES REMOVING TEMPORARY RISER BARREL STRUCTURES IF / A
NECESSARY, AND REGRADING AS NECESSARY: WORK MAY BEGIN IN PHASE 2. FOR w ~
PHASE 2 FOLLOW CONSTRUCTION SEQUENCE 1 THROUGH 11. U1 A ~
NG AS POSSIBLE THROUGH THE CONSTRUCTION OF 13. MAINTAIN CUSTOM BASIN 3 AS LO N
WHEN CUSTOM BASIN 3 IS REMOVED, DIVERT RUNOFF TO NEWLY PHASE 16. H ~
CONSTRUCTED DRAINAGE STRUCTURES AS SHOWN ON SHEET C3.22. 0
14. ON E PHASE 1B IS PERMANENTLY STABILIZED AND APPROVED, CONVERT SEDIMENT C
4D TO STORMWATER DETENTION PONDS OR STORMWATER BASINS 1D, 2D, 3D, AND ~ ~
WETLANDS BY FLUSHING AND CLEANING STORM SEWER SYSTEMS CONTRIBUTING TO THE BASINS, REMOVING ACCUMULATED SEDIMENT, REMOVING TEMPORARY PVC w
R REMOVING TEMPORARY RISER BARREL STRUCTURES IF SKIMMER. STRUCTU ES, /
NECESSARY, AND REGRADING AS NECESSARY. WORK MAY BEGIN IN PHASE 3. FOR
PHASE 3 FOI:LOW CONSTRUCTION SEQUENCE 1 THROUGH 11. W
AS BEEN CONSTRUCTED, REMOVE. CUSTOM BASIN 2 AND 15. WHEN SEDIMENT BASIN 11 H
DIVERT RUNOFF TO SEDIMENT BASIN 11 AS SHOWN ON SHEET C3.23. MAINTAIN H
A LONG AS POSSIBLE THROUGH THE CONSTRUCTION -0F SEDIMENT BASIN 5 AS
PHASE 2. WHEN SEDIMENT BASIN 5A IS REMOVED, DIVERT RUNOFF TO NEWLY
N TRUCTED DRAINAGE STRUCTURES AS SHOWN ON SHEET C3.23. CO S
AN NTLY STABILIZED AND APPROVED, CONVERT SEDIMENT 16. ONCE PHASE 2 IS PERM E . ISSUE SEQUENCE
BASIN 5 TO A STORMWATER DETENTION POND BY FLUSHING. AND CLEANING ALL N0. DATE DESCRIPTION
STORM SEWER SYSTEMS CONTRIBUTING TO .THE BASIN, REMOVING ACCUMULATED SEDIMENT -AND REMOVING THE TEMPORARY PVC SKIMMER STRUCTURE. WORK MAY
BEGIN IN PHASE 4 FOLLOW CONSTRUCTION SEQUENCE 1 THROUGH. 11. 9 24 071SSUE FOR CONSTRUCTION
IMENT BASINS 9 10 AND 11 AND STOCKPILE AREA #1 AS LONG AS 17. MAINTAIN SED ,
POSSIBLE THROUGH THE CONSTRUCTION OF PHASE 3. WHEN SEDIMENT BASINS 9,
11 AR REMOVED DIVERT RUNOFF TO NEWLY CONSTRUCTED DRAINAGE 10, AND E ,
- AS SHOWN ON .SHEET C3.22. WHEN STOCKPILE AREA #1 IS REMOVED, STRUCTURES The signatures below certify thot this sheet has been reviewed and approved solely
A SOIL SHALL BE STORED AT STOCKPILE AREA #2. LL per the certific tion signed on the cover sheet of these construction plans.
12 IS CONSTRUCTED REMOVE CUSTOM. BASIN 1 AND DIVERT 18. WHEN SEDIMENT BASIN , E
RUNOFF TO SEDIMENT BASIN 12 AS SHOWN ON SHEET C3.24. MAINTAIN SEDIMENT
BASIN 12 AND STOCKPILE AREA #2 AS LONG AS POSSIBLE THROUGH THE F PHASE 4. WHEN SEDIMENT BASIN 12 IS REMOVED, DIVERT CONSTRUCTION 0 CM - Eng' Bering ate Public Works. - Env. Programs Date,
RUNOFF TO NEWLY CONSTRUCTED DRAINAGE STRUCTURES.
P RMANENTLY STABILIZED AND APPROVED, PROJECT IS COMPLETE 19. ONCE PHASE 4 IS E ~I
FROM A TEMPORARY EROSION CONTROL STANDPOINT. CM - Transportation . Date Planning Date j
N ~
NSTRUCTION WHEN THE INDIVIDUAL PHASE IS COMPLETED 20. AFTER -EACH PHASE OF CO , AREAS ARE STABILIZED CALL FOR AN INSPECTION BY THE --~f~- _ i CM -Building Inspections Date Planning -Transportation Date ~
AND ALL , ENVIRONMENTAL INSPECTOR. ROSION CONTRO
N IS ESTABLISHED AND THE PHASE OF CONSTRUCTION 21. IF PERMANENT STABILIZATIO GENERAL NOTES Public orks - :Water/Sewer Date Fire.. Date
MPORARY DIVERSIONS SILT FENCING, SEDIMENT BASINS, IS APPROVED, REMOVE TE ,
ETC. AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. ALL PERMANENT EVICES SUCH AS VELOCITY DISSIPATORS, SHOULD BE INSTALLED EROSION CONTROL D ~ ~
- C..LNe w.,.b.. _ n,...a..., n-1.. D-.L- D.....-17-- 0. /4.11....1 0.. n-i. ~ ~ ~ i
NOW. YVIY, nW nD - LIGV II I\. V4lG rUI M1DI UNVM GU IIVI I.0. VUI WI UI. fltlD. UV IC. V / • Ammi %-00,
22-AFTER EACHPHASE OF CONSTRUCTION WHEN VEGETATION HAS BECOME
ESTABLISHED, CALL FOR FINAL SITE INSPECTION FOR ENVIRONMENTAL INSPECTOR. Public Works - S&E Date
23. OBTAIN CERTIFICATE OF COMPLETION.
FOR PERMANENT EROSION. CONTROL MAINTENANCE OF THE 24.OWNER 15 RESPONSIBLE
SITE. PROJECT NO AFD001.000
DESIGNED BY. JEA CHECKED BY. AMM
DATE: 02/05/07

i
:NOTES: 1. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED AFTER STOPPAGE OF WORK EACH DAY AS ILLUSTRATED. ~ .OUTLET PROTECTION DETAIL s ~ S U~>r
2. ACCUMULATED SEDIMENT MALL BE REMOVED AND PROPERLY DISPOSED OF AND THE TRENCH BOTTOM REGRADED " C7.1 NOT TO SCALE
AND COMPACTED IN ACCORDANCE WITH ITL RECOMMENDATIONS PRIOR TO CONTINUANCE OF LAYING PIPE.. VARIAg 3 LAYER OF X57 STONE
~ SLOPE WEBt 7 STONE 8' THICK NOT TO BLOCK - 'w~~ e" o°° ;o°°o RIPARIAN BUFFER ENTRANCE To IEVEI. SPREADER CHANNEL Lu NOTES ~ 1. La IS THE LENGTH OF THE RIPRAP APRON.
STEEL FENCE POST (typ.) D ° wEOt OPENING m MATCH WIDTH w3 ••i' ~ Y4 - La 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER ~
'3.;";• c m TYPE STONE B °°o°o ao°° B A 3 ABUT NOT LESS THAN 6`. ~D 00000 000 l 00 3. IN A WELL-DEFlNED CHANNEL EXTEND THE , '
UPSTREAM END "'4 3' WIDE STRIP OF FlLTER - - - D OF STORM DRAIN OVERFLOW CUT RCP PIPE , ~
BLANKET (AMOCO 2006 OR TVA o o o °o 0 ~ EQU LENT) o o 0 0 0 0 0 ~ ~ UNDISRlRBED EARTH ~ o° 00 ° 0p0 ~ _ o ° o ° ° 0$0 ~ APRON UP THE CHANNEL BANKS TO AN ELEVATION 00 0 0° ° ~ 0 0 00°o OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR G~
. ~ F~TH 3 p _ •o 0°0 0°°° o co ~ o oa o ° o °o ~ TO THE TOP OF THE BANK, WHICHEVER IS LESS. ASSOCIATES, INC.
TYPICAL SECTION A-A CONCRETE FOOTER o o ° ° ° ° o ° 0 0000 4. A FlLTER BLANKET OR FlLTER FABRIC SHOULD ~ I:ST.1999 °00 0 0 0 ~
FlLTER BLANKET AMOCO 2006 OR 1 3 of PIPE SECTION B-B EQUIVAIEN 106 OR o 0 0 0 0 0 , ° o BE INSTALLED BETWEEN THE RIPRAP AND SOIL °o° °o°o o° ° o °OO FOUNDATION.
/ DIAMETER 00 0°000
7 WASHED STONE CONTRACTOR TO FOR GRASS OR THICK GROUND COVER VEGETATION: ~ MATCH EXISTING GRADE ~s FLOW (as MAINTENANCE
Fl I)13 FEET OF LEVEL SPREADER FOR EVERY i CFS FLOW (AS LTER ACROSS LO IN FIELD AND LENGTH TO EXISTING CALCULATED USING A RAINFALL INTENSITY OF 1" PER HOUR PIPE INLET VEGETATION CONDITIONS PLAN INSPECT RIPRAP OUTLET
TAE s1~ III) SLOPES OF 8~ OR LESS FROM LEVEL SPREADER TO TOP ~DER~TO (OUTLET TO WELL DEFINED CHANNEL) (OUTLET To F AT AREA) STRUCTURES AFTER HEAVY RAINS 407 Gorman St.
OF STREAM BANK B 3 .NOTES: TO SEE IF ANY EROSION AROUND SUlte lOl
o° ~ iLEVEL SPREADER UP MUST BE CONSTRUCTED OF CONCRETE B ° ~ ) TYPE STONE OR BELOW THE RIPRAP HAS OF CONCRETE _ TYPE STONE TAKEN PLACE OR IF STONES Raleigh, North Carolina 27607
o°oo ° ° AND SHOULD 8E 3 TO 6' HIGHER THAN THE EXISTING GROUND ULTRAVIOLET RESISTANT (BLACK) o° °o ° 0 0 ISTING GROUND o - - _ ~ HAVE DISLODGED. IMMEDIATELY
U U U MIRIFl FlLTER FABRIC OR EQUAL ~ o ° o (D wNSLOPE SIDE) AND ANCHORED INTO THE SOIL WITH AN - - oo ° o o ° o APPROPRIATELY-SIZED CONCRETE FOOTER. OIL WITH AN - - I ~ MAKE ALL NEEDED REPAIRS TO 0 0 0°00 0 o a - ~1. ~ .PREVENT FURTHER DAMAGE. 919-833-7336
N ~ °o 0 0 0 0 o o ° ~ 3 _ _ _ _ 2)THE UP SHALL BE INSTALLED AT A 0-0.05X GRADE o ,000000 ° GRADE
° o°° o o° 0 0 3 (LEVEL). N I °o 0 Fax: [phone]
0 0 0 3)THE FlRST 10 FEET OF THE BUFFER/VEGETATED FlLTER 0 0° ° o o DOWNSLOPE OF THE LEVEL SPREADER IS NOT RECOMMENDED FlLTER SECTION B-B www.bbmassociates.com 'ECOMMENDEO SECTION A-A FlLTER BLANKET
1 N o o TO EXCEED 4~ SLOPE. M I UN FlLTER BLANKET (AMOCO 2006
o 4 MINIMUM LENGTH OF LEVEL SPREADER = i3 FEET. C7.1 ) NOT. TO SCALE 5)MAXIMUM LENGTH OF LEVEL SPREADER = 130 FEET. ~EET. {AMOCO 2006 OR EQUIVALENT) I FEET. OR EQUIVALENT? OUTLET
PLAN CONDITION B
FOR FORESTED AREAS WITH LITTLE OR NO GROUND COVER 1. LEVEL SPREADERS MUST BE CONSTRUCTED ON UNDISTURBED SOIL (NOT FlLL VEGETATION: 1ND covER NUMBER D W1 W2 La T D50 TYPE STONE
MATERIAL). of LEVEL K5 15" 10' 4' 8' 1.5 8" CLASS "B"
2. THE ENTRANCE TO THE SPREADER MUST BE SHAPED IN SUCH A MANNER AS I) EQR 50-FOOT VEGETATED BUFFER: .65 FEET' OF LI:VEL TO INSURE THAT RUNOFF ENTERS DIRECTLY ONTO THE 0~ CHANNEL. SPREADER PER 1 CFS OF FLOW (AS CALCULATED USING A .D USING A ,,~p~unni~i~i,~
3. THE LEVEL UP SHALL BE CONSTRUCTED ON ZERO PERCENT GRADE AS TO RAINFALL INTENSITY OF 1" PER HOUR. CAROB %
50' MIN. II E4B.1Q4=E44I • 50 FEET OF LEVEL INSURE UNIFORM SPREADING OF STORM RUNOFF. ) YES?ETTAIEQ. @6lEEEB, :T OF LEVEL ;~`0~•°' • SS• y .D USING A METAL POSTS ; ~,Q~pF~ ~0 ';y
1. PUT SILT FENCE OR TREE PROTEC110N FENCE UP 4. THE RELEASED RUNOFF MUST OUTLET ONTO UNDISTURBED STABUZED AREAS SPREADER PER 1 CFS OF FLOW (AS CALCULATED USING A BUT SUFFlCIENT TO KEEP IN SHEET FLOW AND NOT BE ALLOWED TO RECONCENTRATE BELOW THE RAINFALL INTENSITY OF 1" PER HOUR. SEDIMENT ON SITE TO ENSURE CONSTRUC110N ENTRANCE IS USED. STRUCTURE.
III).~,)50-FOOT VEGETATED BUFFER: 40 FEET OF LEVEL T OF LEVEL - ~
• ~ ' • 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 5. LEVEL SPREADER MUST BE LEVEL. SPREADER PER 1 CFS OF FLOW (AS CALCULATED USING A •;.•••~`.~•»:•+;;•~~:'~~:~•.'h',t~••~••~~•~""'''~i~ ~;g:•~~ THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- 6. DESIGN = 1 /HOUR S117RM. RAINFALL INTENSITY OF 1" PER HOUR. :D USING A -
} LNG OVER THE STONE, THEN THE T1RES OF THE 7, CONSTRUCT LEVEL SPREADERS AFTER EROSION CONTROL MEASURES HAVE I SLOPES OF 616 OR LESS FROM LEVEL SPR R ~~';2"-3" STONE TO ~BE USED~:~ 25' OR WIDTH OF B REMOVED AND TH SITE IS STABW A ~ EADE TO TOP GALVANIZED HARDWARD %9••'°•~IN~•°' ~ IDER TO TOP C S
EXISTING VEHICLES MUST BE WASHED BEFORE ENTERING THE ~ E ZED SEED LEVEL SPRE DER WITHIN 7 OR STREAM BANK.. ~'•~'~y'~"~•(SURGE STONE OR RAILROAD`;,; PROPOSED STREET, DAYS OF COMPLETION TO STABILIZE SPREADER. WIRE EXTENDS TO TOP 'o,9N M. MP~~~`o~ OF BOX ~''~n~nnim~,```~ { 'GO
' PUBLIC ROAD. d~ ROADWAY ~ .,BALLAST),; •.,',;,:.,r,+,~•,;":; ' WHICHEVER IS ~h,,,„~`;,, „ ,•h. 8.-LEVEL SPREADERS SHOULD BE SHED OUTSIDE OF ZONE 2 OF PROTECTED 1)IEVEI SPREADER UP MUST BE CONSTRUCTED OF CONCRETE OF CONCRETE
` ' ~ GREATER. RIPARIAN BUFFERS UNLESS NO PRACTICAL ALTERNATIVES CAN BE „ " 1'""'`:"~ " ~ ~ 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS t:•~: • j•• i.; DEMONSTRATED. AND SHOULD BE 3 TO 6 HIGHER THAN THE EXISTING GROUND (ISTING GROUND
:~,•~•a;':'~ ww~' ••h•~••• ON TO THE PUBLIC ROAD 'THE GOVERNING AUTHORITY (DOWNSLOPE SIDE) AND ANCHORED INTO THE SOIL WITH AN '4; WILL CLEAN THE AREA AND INVOICE THE FlNANCIALLY • . ~ • . ' APPROPRIATELY-SIZED CONCRETE FOOTER. OIL WITH AN
•+',t < ';y.n.»`ri~, Vii, A... < RESPONSIBLE PERSON AS INDICATED ON THE FlNANCIAL 2)THE UP SHALL BE INSTAU.ED AT A 0-0.0516 GRADE GRADE
RESPONSIBILITY. FORM. (U:VEL)
3)THE FlRST 10 FEET OF THE BUFFER/VEGETAIED FlLTER ED FlLTER
DOWNSLOPE OF THE U:VEL SPREADER IS NOT RECOMMENDED PLAN TO EXCEED 4X SLOPE. RECOMMENDED
35' MIN. ~ NEW CONSTRUCTION 4 MINIMUM LENGTH OF LEVEL SPREADER = 13 FEET. 15 MIN. ) ~EET. ~ 1 X57 WASHED STONE ~
EXISTING ROADWAY 5)MAXIMUM LENGTH OF LEVEL SPREADER = 130 FEET. ~ - Z_
' REFERENCE: NCDENR OWQ DRAFT LEVEL SPREADER DESIGN .ti READER DESIGN ~
• : • " GUIDELINES DATED JULY, 2006 . ~ : ; , 12 MIN.
6 MIN. ' r 4' Entrance End id
7.1 Structure Design Flow Width Depth Width Length C Ith Length _ ~ ~
Q W3 D W4 PIOn ~ ~ Ian s STANDARD CATCH BASIN /
ABRIC UNDER STONE (CFS) (F I') (FT) (FT)
POND 6 0.16 10 0.5 3 13.0' ,3.°' ~~•1 YARD INLET PROTECTION ~
CROSS SECTION
8' MAX. VARUJ3lE AS DIRECTED BY THE ENgNEER NOT TO SCALE © F-1~I
2 N CONSTRUCTION SPECIFICATIONS
C7.1
NOT TO SCALE 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, ~J
~nN. to cA. LIME WINS MIN. 12-1/2 GA. AND OTHER OBJECTIONABLE MATERIALS.. W
MP RARY S 1NG SCH DUL F c EaATE eASIN. SEEDBED PREPARATION s1EEl P~+ 0 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ~ ~i
IN TO D SHOULDERS. SIDE DITCHES. SLOPES AX 3:11 WOVFJi WAtE FABPoC ALL DESIGN REQUIREMENTS. a
SA.T FENCE GEOTEXi1LE FABRIC GA]E ~ PLANTING RATE 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP GRADE ILE FABPoC
AUG 15-NOV 1 TALL FESCUE 3D0 LBS/ACRE OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE. NOV i -MAR 1 TALL FESCUE 300 LBS/ACRE 'c c 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT O 0
- do ABRUZZI RYE 25 LBS/ACRE 2 R1P THE ENURE AREA TO 8 INCHES DEPTH. ~ ~ # FlLL SLOPE THAN THE DESIGN. ELEVATION PLUS THE SPECIFIED SETTLEMENT..
MAR 1 APR 15 TALL FESCUE 3D0 LBS/ACRE m N ~ APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE 3. REMOVE ALL LODSE ROCK, R0015, AND OTHER OBSTRUC110NS LEAVING
JUL 1 -AUG 15 TALL FESCUE 120 LBS/ACRE SURFACE REASONABLY SMOOTH AND UNIFORM. ~ ••+BROWNIOP MILLET 35 LBS/ACRE n CRADE 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE !"'•1 W ~T~
•'^'D$ SORGHUM-SUDAN HY1#gDS 30 L65/ACRE 4. APPLY AGRICULTURAL LIME, FERIILIZER,.AND SUPERPHOSPHATE UNIFORMLY REGRADING AND CLEANOUT. A f-+a-I ~ l
AND MIX WITH SOIL (SEE BELOWR). ~T~1~ V 5. VEGETATE THE BERM IMMEDIATELY AFTER CONSTRUCTION, UNLESS ~ w ~
ba1~. FRONT VIEW a s• COVER MAR 1 -JUN i SERICEA LESPEDEZA (SCARIFlED) 50 t8S/A(XtE 5. CONTINUE 11lLAGE UN11L A WEt1-PULVERIZED, FlRM, REASONABLY UNIFORM qlT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED I OVER SIORT • ~ SEEDBED 15 PREPARED 41'0 6 INCHES DEEP. 1 4 ACRE AND NEVER Ri AREAS OF CONCENTRATED Fl.OW N IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. ~ A
~ ANCHOR SKIRT AS MAR 1 -APR 15 ~ TALL FESCUE 120 LBS/ACRE
MAR 1 -JUN 3D 9g ,WEEDING LOVEGRASS 10 LBS/ACRE 6. SEED ON A FRESHLY PREPARED SEEDBED AND LAVER SEED LIGHTLY MATH -END OF 5LT FEHCE NEEDS TO BE TURNED UPFALL DRECIED BY ENGINEER • MAR 1 -JUN 30 Q@ ~ HULLED COMMON BERMUDAGRASS 25 LBS/ACRE SEEDING EQUIPMENT OR CULIIPACK AFTER SEEDING. -FOR REPAR OF 9LT FETTLE FNLURES, USE Na 57 WASHED STOVE. ~ ~ ~
•••TALL FESCUE eyQ. 120 LBS/ACRE FOR ANCHOR WHEN SILT FENCE IS PROIECTDIG ~ O.
•+•BRONMTOP MILLET 35 L85/ACRE 7. MULCH IMMEDIA1El.Y AFTER SEEDING AND ANCHOR MULCH. -USE GRANGE COLORED FENgNG wHEN SLT FENCE IS 1D eE USED As SIDE VIEW '~@ SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE TREE PROTECTION FENCING
5EP 1 -MAR i SERICEA LESPEDEZA (IMIHULLED-UNSCARIFlED} 70 LBS/ACRE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AND TALL FESCUE 120 LBS/ACRE W11HIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 80% CJ 2' ~ ~ ~ z COMPACTED SOIL ~ MIN. I"~
(NOV 1 -MAR 1) ~ A~tIIZa'RYE 25 LBS/ACRE DAMAGED, REESTABLISH. FOLLOWING ORIGINAL LIME, FERRUZER AND SEEDING RATES. C7.1 FI"0W
CONSt1LT OoNSERVA710N ENGINEER oR Sal CONSERVARON SERNCE FOR NOT TO SCALE
ADOI110NAL INFORMATION CONCERNING OTHER ALIERNA7IVES FOR VEGETATION OF 9. CONSULT CONSERVAtION INSPECTOR ON MAINTENANCE TREATMENT AND DENIA~ED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER FERIIUZAIKIN AFTER PERMANENT COVER IS ESTABLISHED. _ - ~I'I-i I~ri I'1=' i I'I-i I'I-i ~'I_ _I I I-) I I-1(I: ?~i
LOCAL CONDITONS; OTHER SEEDING RAZE COIk~INAl10NS ARE POSSIBLE. •APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) II„II~III-II ,111,;,11- I~I~III „ „~_„II~III,;,Ii~
•'°']]~,QBd@Y - RES® ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANANT FERTILIZER - 1,000 LBS./ACRE - 10-10-tO 6'-0" OC MAX POSTS MAY BE EITHER 4' VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE SUPERPHOSPHATE -500 LBS./ACRE - 20X DIA, PINE, 2' DIA. OAK, a
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW WAIERPR00F OR 1.33 LB/SF STEEL H ~
ANCHOR -ASPHALT EMULSION 0300 GALS./ACRE 2:1 SLOPE
3' (MAX.)
P RMAN NT N U ~ a ~ i ~ ~ ; ; E SEEDI G SCHED LE i , . . ; ~ a ' ~ M TRFE PRDIECDON AREA G°'~' . a ~
sHOULD~s. soE a,>~. sLOaES Ax 3:11 ~ " _ U ~ ~ " ~ 18'•1 o~ 6' ISSUE SEQUENCE
M 00 NOT ENTER I; ~ u DATE ~ PLANIDJG RATE ~ u AUG 15-OCT 1 KENTUCKY FESCUE 6 LBS/1000 SF + TYPICAL 0. DATE DESCRIPTION
OCT 15 -FE8 15 ANNUAL RYE 2 LBS/1000 SF ~ ~ , : 9 TEMPORARY DIVERSION DITCH s i4 0~ ssuE Fit coNS~RUCtION
` ~ 4-0 HIGH (MINIMUM) C7.1
G ¢..du.~ .y. aut*dt- =^k~+^a~. ~ Y N ~ ~kk~'>kx~a a**trWx k,+k ~`"v~.~.l. w. NOT TO SCALE 1 16 08 WQ REV
FERTILIZATION SCHEDULE ~ ~ 3 t RR.. . ,,z...~. w~~.; ~,~R.. ,~..p.,,,~~;~r.~r E.S.` .~.r.:4
FERIBJZER 16 4-0 AT 20 LBS/1000 SF C7.1 ~,s K ~ ~ r . 1. , ;4 s ' , . "I°"~'; ~s ;_~;E CONSTRUCTION SPECIFlGATIONS
NOT TO SCALE ~ ~ ~ ~ : ~ ~F ~~;YN LIME - DOLOMI1E AT 80 LBS/1000 SF ~ , k SUPERPHOSPHATE - 0-20-0 AT 12 LBS/1000 SF ; ; ~ ° , ; ~ ' , ` ;ter;„,. , ~ t~`"~'"~` ~ '°°`r 1. T'IACE STONE TO THE LTNES AND DAIENSIONS SHOWN IN THE PLAN ON NSPECT CHECK DAYS AID CHANTffl.S FOR DAIMt;E AFTER CIAO A OR B
A FlLTER FABRIC FOIRJDATKMI. EACH RUNOFF EVENT. EROSON CONTROL
-~•,~.n-,...,.. y I ~kr, r I ~7~, ~ - i Y : ~ yµ 2 ~ THE CENTER SCONE SECTION AT LEAST 9 INCHES BE1DW NATURAL. MIB(~PATE SUBYER(~NCE AND DEPOSITION ABOVE dIECK DAY S10NE
;o-1.~s es, 4?°'°l,5 . ki "4 4~+~! 3 #aKK~`,aw? z ws s..u.v ..dm;.~ i.C~~, GROIBm LEVEL. WHERE THE T14Y ABllIS TILE CHANNEL BAIB(S. MID EROSION FROM IAf#I FLOWS AROUND THE EDGES OF THE DAY. CORRECT ALL DAMAGE DIYEDIATELY. IF SK~IIFlCANT a
The si natures below certif that this sheet has been reviewed and a roved sole) ~ R F i , ; ~ ~ k ~9 , ~ ° ~~e ~ ~ ~ I ,s : ~ • 9 Y PP Y i I ~ ~ u~~ as I ~ ~ s ~ r~, d, ~r~~i a . E'~._,.I ~ r ` =~J'k' ?DEEP (MINIMUM) per the certification signed on the cover -sheet of -these construction plans. ~ ; , q , ~ ~qp y ~ { ~y ~'r,•~.;. 3. EXtE11D STOT~ AT lF1Sf 1.5 FT. BEY010 THE afpt TLMgGS (SEE EROSION OCCURS BETWEEN DAYS, MISTALL A PROTECTAIE
~Y`„~i44$ H" I€ Sa'~~~.,..~,~ ~i za ~""'°'$pS y..,~~ ,~."7"-"~d, ^y~,o,~, ~`A~ ,„,r ~k..r«n .,..w~•~°°.'°a` " r + ~ F J"~~.. C t t ,9-~"",";..~.q i r'~'.z.,k_r-`~w 9 .1~,: ""Cb aw„ ""T DETAIL) TO KEEP OVERFLOW WATER FROM UN~RCUTRI~ THE OALI RIPRAP LDIER IN THAT PORRON OF THE CNANIffL. FlLTER FABRIC AS R RE-QnERS THE CHANNEL
p Ig mn I ~a'~,~`}~i ~ ~ „p`~Ii F9r k~ ~I fs.rc 9y.~...~~L, .a.~'~.'.`"+., t» . kat.. i ~>"°"^'~„„~w ~ ~°'.i~'`'°,~,w'Wsa r ~I.,~a u.~S y r2 ;;4~`"^$ ..w^ ~R~k'` Y 9?° z"~u ' ~ , , f _ F..~ ~ ~ ~ ' Q a % . E ~ Y g ~ t k.~ ~ ' a~ ~ gars y v?. .p~~~jat t REMOVE SEIILIENi ACCUMULATED tIE1iND TID: DAMS AS NEEDED _SECTION A-A 4. SET SPAgNG BETWEEN DAALS TO ASSUT~ THAT THE EIEVATKIN AT TO PREVENT DAMAGE TO CHANTIEI. VEGETATION, ALLOW THE
` s a S 8 ~ r ~ , k ~ ` s a.,.~,,"'°'; ~*~Y.~.,^i~"`;~,>~^; ~ a y a'~ z x.^,.J~ CM - Engineering ~ Date Public Works -Env. Programs Dote nI 4 ~ td. ~ I ~ a I I e , _ ~ ~ ~ , , ; THE TOP OF THE LOWER DAY IS THE SAYE AS THE TOE EIEVATKNI CHANNEL TO DRAIN TIRi00011 THE STONE CHECK DAY, AID A
OF THE UPPER QAM. PREVEM LARGE FLOWS FROM GARBING SEDIMENT OVER THE MY. ADD STONES 10 OM~S AS NEEDED TO WIRVTAIN DESIGN 1.5'
1. WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF MATERIAL 5. PROTECT THE CHAFDIEL DOWNSTREAM FROM THE LOWEST CNEd( DAY, HEIGHT MID CROSS SECTION. LpH'~ CONSIDERING THAT WATER WILL Iww DYER AND AROUND THE DAM. CIVILISITE
CM -Trans ortation Dote Plannin Date 2. ALL LETTERS TO BE AT LEAST 3 INCHES HIGH, CLEARLY LEGIBLE AND SPACED AS INDICATED ABOVE. P g 3. SIGNS TO BE PLACED 200 FEET ON CENTER, MAX.
4. SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND 200 FEET ON CENTER THEREAFTER. 6. MAKE SURE THAT THE cHANr~L TiFAt51 AI30VE THE Yosr uPSrREAM L =THE DISTANCE SUCH THAT POINTS ~ DETAILS
5. FOR TREE PROlEC110N AREAS UPS THAN 200 FEET IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER ~ S A AND B ARE OF EQUAL ELEVATION ` 1. ENSURE THAT CHANNEL APPURtBLANCES, SUCH AS CULVERT ENTRANCES FlLTER FABRIC
CM - Buildin Ins ections Dote Planning -Transportation Dote PROTEC110N AREA AND/OR SIDE. g p 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. BELOW CTIECK DAYS, ARE NOT SIMJE{,T TO DAMAGE OR BLOf~A(;F A B
7. FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY, DO NOT ATTACH 10 TREES. 8. MAINTAIN TREE PROlEC110N FENCE THROUGHOUT DURATION OF PROJECT. FENCING MUST REMAIN UPRIGHT AND SLACK FREE. FROM DISPLAT;FD 5fO1~S. L
9. ADDIiIONAI SIGNS AND/OR PROTEC110N MEASURES MAY BE REQUIRED BY THE PLANNING DEPARTMENT BASED UPON ACTUAL Public Works -Water/Sewer Date Fire Date FlEU) CONDITIONS. A i <rr. ~
10. FAILING TO MAINTAIN TREE PROTECTION MEASURES MAY RESULT IN FINES AND/OR PERMIT REVOCATION.
Public Works -Electric Date Parks, Recreation & Cultural Res. Date 6
rio TEMPORARY ROCK CHECK DAM
7.1 TREE PROTECTION FENCING C C7.~ PROJECT NO.: AF0001.000
NOT TO Public Works - S&E Date SCALE NOT TO SCALE DESIGNED BY JEA CHECKED BY AMM
DATE: 02/05/07

PLANT LIST NEO-TRADITIONAL
APEX LANDSCAPE NOTES NOTES: ~~gs~ SUk~.
3 LP 15 GAL SYM KEY QTY PLANT NAME SIZE 5 GAL 1. CONTACT ALL UTILITY COMPANIES TO LOCATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION IF LOCATION IS IN QUESTION.
3 GAL 2. COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK". O~
1 The screenin of loadin docks trash o ainer i 3 LP 3 GAL c nt s ncludin dum sters and 9 9 ( 9 P
• BM 3 BOWHALL MAPLE 2.5" CAL. .roll-out carts), outdoor storage, mechanical and HVAC equipment, and similar 2 KD 3 GAL , ACER RUBRUM BOWHALL 12 HT. MIN. facilities on the roof, on the ground, or on buildings shall meet the 3 GAL 3. ROOT BALLS SHALL CONFORM TO A.A.N. STANDARDS. ONLY NATURAL FIBER BURLAP WILL BE ACCEPTABLE FOR WRAPPING. ~ ~
GOLDENRAIN TREE ~ (1) CE, 2.5 CAL (Q~ GT 33 8 HT. requirements found in Section 8.2.8 of the Unified Development Ordinance; !.5" CAL 4. ROOTS OF CONTAINER-GROWN STOCK MUST BE SO ESTABLISHED AS TO HOLD THE SOIL FIRMLY, BUT NOT BEPOT-BOUND.
KOELREUTERIA PANICULATA specifically screening must be done so that: WM, 7 GAL 7 GAL 5. PRUNE PLANTS IN ACCORDANCE WITH STANDARDS OF THE NATIONAL ARBORISTS ASSOC. ' '
~ KD 31 KOUSA DOGWOOD 8' HT. 1 " ~ 00, 2.5 CAL „ 6. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MULCH OR VEGETATIVE COVER. b ?.5 CAL ~ ASSOCIATES INC.
co u ( ) RN S KOUSA i. It is incor orated into the overall desi n theme of the buildin and the " 7. NO PLANTS MAY BE SUBSTITUTED WITHOUT WRITTEN CONSENT OF OWNER OR LANDSCAPE ARCHITECT. ~ EST.1999~ ~
MUSKOGEE CRAP MYR ~ P g g 'a MC 31 E ¶'E 8 HT. landscape. fac LAGERSTROEMIA X MUSKOGEE (2) W0, 2.5'~ CAL
ii. Screening materials are not different from or inferior to the principal OKAME CHERRY 2.5 CAL 8. POORLY DRAINED AREAS MUST BE REPORTED TO OWNER OR LANDSCAPE ARCHITECT. PLANTING IN SUCH AREAS MUST STOP UNTIL IMPROVEMENTS CAN BE DETERMINED. ADDITIONAL COSTS OF IMPROVEMENTS WILL BE THE RESPONSIBILITY OF THE SITE ~ ~
OC 45 8 HT. materials of the building or the landscape, and are similar in materials and PRUNUS x OKAME b (2) 00, 7 GAL 7 GAL CONTRACTOR. d. ~ ~
color... a SAUCER MAGNOLIA ~ (4) RC, 3 GAL Q SM 38 8 HT. iii. Screened items are out of view from ad' cent ro erties and ublic o a 3 GAL 9. TREES WITH WEAK OR INAPPROPRIATE STRUCTURE, SUCH AS V-CROTCH INSTEAD OF STRONG LEADER, ARE NOT ACCEPTABLE.
MAGNOLIA SOULANGEANA Ja P P P M a " streets, and a total) o a ue screen is achieved. ~ 1 RC, 7 GAL Y Pq 7 GAL 10. TYPICAL PLANTING BACKFILL MIXTURE SHALL CONSIST OF 1 PART GROUND PINE BARK TO 6 PARTS EXISTING SOIL,WITH
TM 46 TRIDENT MAPLE 1 5 CAL. iv. Any ground mounted HVAC or other mechanical or utility equipment six " ACER BEURGERANUM 8 HT. (1) RM, 2.5 CAL 2.5" CAL "AGRIFORM° 20-10-5 FORMULATION (OR EQUAL) AT MANUFACTURER'S RATE. 407 Gorman St.
feet tall or higher must be fenced and landscaped. ' 11. PLANTING BACKFILL MIXTURE FOR ERICACEOUS PLANTS (AZALEAS, ETC.) SHALL CONSIST OF 1 PART GROUND PINE BARK TO 2 Suite 101
(2) RB, 7 GAL PLANT LIST TOWNHOMES ONLY Dumpster enclosures must meet the above requirements plus they must 7 GAL PARTS EXISTING SOIL, WITH "AGRIFORM" 20-10-5 FORMULATION (OR EQUAL) AT MANUFACTURER'S RATE. Raleigh, North Carolina 27607
be at least eight feet tall or the height of the dumpster, whichever is taller; 12. STAKING, AND GUYING SHALL REMAIN IN PLACE FOR 1 GROWING SEASON, AFTER WHICH THEY WILL BE REMOVED BY OWNER OR
and be built of masonry material. ti0.00' SYM KEY QTY PLANT NAME SIZE OWNER'S REPRESENTATIVE UNLESS AGREED OTHERWISE. 919-833-7336
13. PLANTING PLANS SHALL GOVERN QUANTITIES. ANY DISCREPANCIES OR OMISSIONS IN LISTS OF MATERIALS SHOULD BE Fax: [phone]
TYP I A " CLBFF U ER P LANTI NG A L YOUT 2.5 CAL. 2) No required landscaping may be installed between April 1 and September 1. • BM 17 BOWHALL MAPLE If a ro'ect nears coin letion du in th' ' d the ins I » ~ REPORTED TO OWNER I LANDSCAPE ARCHITECT. www.bbmaSSOCiates.com
ACER RUBRUM BOWHALL 12 HT. MIN. P 1 P r g is perio , to lotion shall be SCAL : _ E 1 " 20 14. BEDS FOR ANNUALS SHALL BE PREPARED TO A MINIMUM DEPTH OF 8"WITH STANDARD BACKFILL MIXTURE AS NOTED ABOVE.
CHINESE ELM 2.5 CAL. delayed and a bond provided equal to 150 percent of the. cost of materials CE fi ULMUS PARVIFOLIA 'BOSQUE' 12' HT. MIN. and installation needed to complete the landscaping. ANNUALS MAY BE PLANTED BY OTHERS, AS AGREED.
MUSKOGEE CRAPEMYRTLE c MC N/A .LAGERS 8 HT. 3 Re uired buffers must meet the minimum o acit re uirements fort e TROEMIA X MUSKOGEE ) q p y q h 3" MULCH
NUTTALL OAK 2.5" CAL.. particular buffer type as described in Section 8.2.6 of the Unified Development 4" EARTH
NO 17 QUERCUS NUTTAW 12' HT. MIN. Ordinance. SAUCER
VILLAGE GREEN ZELKOVA 2.5" CAL. GVZ 23 ZELKOVA SERRATA 'VILLAGE GREEN' 12' HT. MIN. TOP OF ROOT BALL AT ~+~""""~~rr
4) Any vegetation that is dead, substandard, unhealthy, of poor structural TRENCH FINISH GRADE. REMOVE ~~~+`+~Y1 CARO~`'''•, . DRAINAGE BURLAP AND TWINE FROM 0~•°`~••SS~ '•,~2~~~%
NSH 2fi NEWE STEVENS .HOLLY ~ quality, or missing, shall be replaced in conformance with town standards. ~ a HT. TOP 1/3 OF ROOT BALL. = ~;•oF~ ~ :~9
ILEX x NELLIE R. STEVENS OVERCUP OAK 2.5 CAL. FINISH REMOVE CONTAINER. :4~ 's - i -
00 t6 ~ 5) All plant material shall be allowed to reach their mature size and QUERCUS LYRATA 12 HT. MIN. GRADE 0
maintained at their mature size.. Plants shall not be cut. or severely pruned so 9•~'ti;~GIN~
SM 12 SAUCER MAGNOLIA 8' HT. that their nature form is im aired. ~ MAGNOLIA SOULANGEANA P NOTE : SOIL BACKFlLL MIXTURE ' ~ ~
TRIDENT MAPLE 1.5" CAL. TM 11 ~ 6 All sla es of 2:1 or stee er shall be stabilized with ermanent slo e PLANT PITS ONLY FOR 1 PART GROUND PINE '~~~''qN M. MP~~`+`~~
ACER BEURGERANUM 8 HT. ) P P P P retention or a suitable combination of plantings and retention devices. BARK. TO 6 PARTS SITE SOIL f ~ ~ p g SINGLE PLANTS. FOR
PLANT LIST STREETS W OUT LOTS OTHER PLANTING PREPARE
7) Slopes greater than 3:1 shall not be stabilized with turf grasses, but with THE ENURE 8ED AREA, OR TRENCH FOR HEDGES MAKE HOLE 12" WIDER ON
other permanent ground cover. SYM KEY QTY PLANT NAME SIZE
BALL + 12" ALL SIDES THAN ROOT
CHINESE ELM 2.5" CAL. BALL DIAMETER
CE 25 ULMUS PARVIFOLIA 'BOS UE' 12' HT. MIN. Q
M CHINESE ELM PER LIDO SEC. 8.5.t(D): CE 15 ~ ~ 10 GAL. TYPICAL SHRUB. PLANTING
ULMUS PARVIFOLIA BOSQUE NO SCALE /
GOLDENRAIN TREE ~ EACH LOT 8,000 SF IN SIZE OR GREATER SHALL BE SUPPLEMENTED WITH A GT 8 8 HT.
KOELREUTERIA PANICULATA MINIMUM OF FOUR EVERGREEN SHRUBS, FOUR DECIDUOUS SHRUBS, TWO EVERGREEN I
r' KOUSA DOGWOOD TREES, AND TWO DECIDUOUS TREES, TO BE PROVIDED IN THE FRONT, SIDE, OR ~o KD B 8' HT. REAR YARD. THE SUPPLEMENTAL TREES CAN COUNT TOWARD FOUNDATION CORNUS KOUSA PLANTINGS AND TH BUILDING NDSCAPIN UIR T DO NOT WRAP TRUNK.
E LA G REQ EMEN IN SEC. 8.2.4. NARK THE NOR1N SSE OF AVOID PURCHASIlK: TREES MITH 1W0 LEADERS THE TREE 01 Tiff NURSERY OR REMOVE ONE AT PIANTAIG OIHFRNIS$ DO
' MC 7 MUSKOGEE CRAPEMYRTLE 8' HT. c LAGERSTROEMIA X MUSKOGEE EACH LOT LESS THAN 8,000 SF IN SIZE SHALL BE SUPPLEMENTED WITH A AND LOCATE TO THE NORIN NOT PRUNE TRFE AT PLANTRJG EKCEPT FOR R1 THE ffflD. ~ SPECIFlC S1RUCIURAL CORRECTIONS
00 7 OVERCUP OAK 2.5 CAL. MINIMUM OF TWO EVERGREEN SHRUBS, TWO DECIDUOUS SHRUBS, ONE EVERGREEN 1RUNK FLARE AND TOP OF R00T \ DO NOT STAKE TREES E1(CFPT YAffRE
QUERCUS LYRATA 12' HL MIN. TREE, AND ONE DECIDUOUS TREE, TO BE PROVIDED IN THE FRONT, SIDE, OR REAR BALL SHOULD BE AT CRAOE DI SPECAIED BY IANOSCAPE ARGNIECT. IF STAKBKi IS NECESSARY, USE TWO
OON 5 OVERCUP OAK YARD. THE SUPPLEMENTAL TREES CAN COUNT TOWARD FOUNDATION PLANTINGS ® 10 GAL. AND THE BUILDING LANDSCAPING RE UIREM N SEC. 8. . INClffS (~10 p1)~ABDVE GRADE / OPPOSRiC STAIfES 'MiH SEPARATE al POORLY GRANTED SONS. FI~EBIE 1ES RENOYE STAKMAG AT END OF FAiST CRONING SEASON.
QUERCUS LYRATA Q ENT I 2 4. N~1H OF PLANTRIG HOLE IS 3 Y (S CN) BARK NUICH. DO NOT PUCE r ,
• PLANING StS FOR 1FE R~1'tlAl LO1S II~J. 8E FRONDED UPON FNAL PLANT LIST RAILROAD BUFFERS APPROVAL OF 1NE ARCFNIECNRAI. Foote II~IE LMIDSCAPE PLAN wN.L eE IOAES ROOT BALL OIAIffIFR IN NULCII IN CONTACT YAIFI 1RUNK, r`u_, NN,TN.Y COMPACTED OR CUY
Ir10D~1ED 1n SHOW A T1IPICAL IJItrDSCAPE 9CFi>I:LE FOR 1F~ R£SDa111AL LOTS Sql, 2 1DffS NWRNNA al 4 (10 Cll) RAISED ANN3 OF SOL 10 ALL OTHERS dRECT WRIER RTTO RODT BAL4. ~ ~
PRIOR TO ISSUANCE OF 1FE FEtST BUILDNr1G PERirNT. SYM KEY QTY PLANT NAME SIZE ESPEpALLY RMWRUHT R' TOP OF ROOT ~ IL~••' BALL DT RAISED ABOVE CRADE
-RECOMMENDED SPECIES TO FULFILL THE REQUIREMENTS PER LIDO SEC. 8.5.1(D) HotE SIN a~F T~~u.-couPOSTm u ~.(T-REC aim rZ,
2" CAL. YARD WASTE aR ODiEk DDNPOST AND ,El O W INTO TOP 8' (15 CY) of PREPARED
CE 60 CHINESE ELM ~ ..COMMON NAME SCIENTIFIC NAME ULMUS PARVIFOLIA 8-10 HT. MIN. CUT BURLAP. ROPE. WAff EMSNET TO BACKFAI AT 20-3S1I BY VDWNE u f-j AWAY iR011 TOP AND SAJES OF /~~1(,
KOUSA DOGWOOD *DECIDUOUS SHRUBS: KD 120 7 GAL ROOT BAIL. - IXg' (tO.iS W) DEEPER 1HAN ROOT BML F/1 FOR LOWERED PlAN1ANi HOLE AS NEEDED
CORNUS KOUSA PATH Paoli DRAAIAGE w
LOBLOLLY PINE 15 GAL. JAPANESE BARBERRY CULTIVARS BERBERIS THUNBERGII LP 241. PINUS TAEDA 5-6' HT. AZALEA CULTIVARS RHODODENDRON SPP. PACK BACKFAL SOS AROUND BASE OF ROOT O 0 SET BALL ON IAK)Ei1IRiBFD SOIL NIOiH dF iNE TOP OF THE BALL Td STABNJ2E. ALLOW REST OF BACKFILL HOUND TO PREVENT SE1TlNiG. HOLE 10 BE 31BAES 1HE 10 SETAE NATURALLY OR TAIW LKRIiLY.
BUMALI)A SPIRAEA CULTIVARS SPIRAEA X BUMALDA ~i BALL YAD1N W CUY
LP 180 LOBLOLLY PINE 3 GAL. COMPACTED WINGED EUONYMUS EU USA ' PINUS TAEDA ONYM LATUS COMPACTUS A LARGER AUGER, BREAIOIIC GOWN
" ABELIA HYBRIDS ABELIA SPP. EID~WA,E GLALNG AHD DREATE ~ A TYPICAL TREE PLANTING W W Tiff PREFERRED sLaPRK1 SRIE.
00 60 OVERCUP OAK 2.5 CAL. SLENDER DEUTZIA DEUTZIA GRACILIS QUERCUS LYRATA 12' HT. MIN. NO SCALE u ~ U
OVERCUP OAK *EVERGREEN SHRUBS: 00 120 3 GAL ^n n
QUERCUS LYRATA V 1 ^ L
REDBUD SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN' RB 120 CERCIS CANADENSIS 7 GAL REDLEAF LOROPETALUM CULTIVARS LOROPETALUM CHINENSIS VAR. RUBRUM
JAPANESE HOLLY CULTIVARS ILEX CRENATA T~~~
• RC 60 RED CEDAR 7 GAL 3-4' HT. OTTO LUKEN LAUREL PRUNUS LAUROCERASUS 'OTTO LUKEN' JUNIPERUS VIRGINIANA NANDINA CULTIVARS N V1 O
ANGINA DOMESI'1CA
RC 241 RED CEDAR 3 GAL. GREEN MOUNTAIN BOXWOOD BUXUS 'GREEN MOUNTAIN' JUNIPERUS VIRGINIANA INDIAN HAWTHORN RHAPHIOLEPSIS INDICA ~ ~ z ~TI-~
RED MAPLE 2.5" CAL. • RM 60 ACER RUBRUM 12' HT. MIN.
*DECIDUOUS TREES:
WAX MYRTLE 7 GAL. Q WM 1142 "
MYRICA CERIFERA 24-30 HT. YOSHINO CHERRY PRUNUS X YEDOENSIS M^^""1
WILLOW OAK FRINGE TREE CHIONANTHUS VIRGINICUS WO 180 QUERCUS PHELLOS 3 GAL FOREST PANSY RED BUO CERCIS CANADENSIS 'FOREST PANSY' h'~'1
JAPANESE MAPLE CULTIVARS ACER PALMATUM
PLANTING PLAN REPRESENTS A CONCEPTUAL LAYOUT ONLY. EACH BUILDING LOT SHALL *
HAVE AT LEAST (1) STREET TREE. CORNER LOTS SHALL HAVE AT LEAST (2) STREET EVERGREEN TREES: TREES. TREES ARE TO BE PLACED TO AVOID UTILITIES, DRIVEWAYS, FENCES, AND NOT
NECESSARILY IN THE LOCATIONS SHOWN. LITTLE GEM MAGNOLIA MAGNOLIA GRANDIFLORA 'LITTLE GEM'
WEEPING YAUPON HOLLY ILEX VOMITORIA 'PENDULA' ISSUE SEQUENCE
TREES ARE NOT TO BE PLANTED IN PUBLIC RIGHT-OF-WAYS. EAST PALATKA HOLLY ILEX X ATTENUATA 'EAST PALATKA' 0 DATE DESCRIPTION
POSTER'S HOLLY ILEX X ATTENUATA 'FOSTERI' EACH DWEWNG SHALL HAVE A MINIMUM OF (3) FOUNDATION SHRUBS. THESE REQUIRED .EMILY BRUNER HOLLY ILEX X 'EMILY BRUNER'
SHRUBS ARE TO BE EVERGREEN, 3 GALLON CONTAINERS AND 18" HEIGHT MIN. USE , 9 24 071SSUE FOR CONSTRUCTION
PRIMARILY TO SCREEN HVAC UNITS. HOLLYWOOD JUNIPER ~1NIPERUS CHINENSIS KAIZUKA BOULEVARD FALSE CYPRESS CHAMAECYPARIS PISIFERA 'BOULEVARD'
SLOPES 3:1 OR STEEPER ARE NOT TO BE SEEDED IN LAWN TURF DUE TO DIFFICULTY
WITH MAINTENANCE. SEE PERMANENT SEEDING SCHDULE FOR SLOPES THIS SHEET.
THE LOBLOLLY PINES REQUIRED BY THE TOWN OF APEX FOR US 64 WILL BE SUBMITTED
WITH THE 10 Ac PARCEL AND APPROVAL WILL BE SOUGHT FROM NCDOT AT THAT TIME.
The signatures below certify that this sheet has been reviewed and approved solely
NATIVE GRASS MIX TIN PLAN G SCHEDULE STEEP SLOPE AREAS per the certiflcatian signed on the cover sheet of these construction plans.
12AIE 1~ 138]E
KEY TY PLANT NAME A TI ' Q SIZE PL N NG SPECIFICATIONS f CM -Engineering Date Public Works -Env. Programs Date
Early Spring Prefaced Big bluestan 8 Ibs/ac ' .,,1 ..1'"'~ (April 1 -May 1) (Andropogon gerardii) f it
N68 182 NANHO BLUE BUTTERFLY BUSH ~ 3 GAL.- Shrubs, graundcovers and non-iurf type .SUBDIVISION
Or Uttle bluestem 4 Ibs/ac BUDDLEIA DAVIDII NANHO BLUE ~ .o (Schizachyrium scop.) PLANT IN GROUPS OF 5 OR MORE. grasses help control erast n CM -Transportation Date Planning Date LL71 D S 0171 11 `I G
Lote Fall NWR 182 NEARLY WILD ROSE ~ 3 GAL.
(Nov 1 -Dec i) Switchgrass 4 Ibs/ac ROSA NEARLY WILD DETAIL SHEET CM -Building Inspections Date Planning -Transportation Date
Pan(cum vir atum PURP CON ` ~ , ov ( g ) PC 403 LE EFLOWER 5 GAL r Naturalized plantings pr Ide ECHINACEA PURPUREA ~ ~ . , ~aiterdroughtresistanceand
Sideoats grams 4 Ibs/ac WHIRLING BUTTERFLIES wildgfa habitat Public Works -Water/Sewer Date lire Date
(8outeloua curtipend:) WB 403 5 GAL PLANT IN GROUPS OF 8 OR MORE. • LAURA LINDHEIRMERI 4 •
Indiangrasa 4lbs/ac CORNFLOWER
(Sorahastrum nutansl CF 403 CENATUAREA SPP. 5 GAL ~ 'n~i. e..u:_ u._~._ r.__a__ ~ - _
ruuuu nuns ut7cuic uate YarKs, Recreation do GUItUral Res. Date
Nurse Crop - 20 Ibs/ac C r a steep Annual r y~ss o rect planting f r Diagram D. slopes
(Lolium multiflorum) (3:1 or greater) Public Works - S&E Dote
* May be necessary to provide hydro-seed, hydro-mulch, or matting to allow the seed and plants to establish. PROJECT NO.: AMM.000
DESIGNED BY. JEA CHECKED BY: AMIM
DAIS: 02/05/07

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~
CONSTRUCTED WETLAND PLANT LIST
ZONE 1-SHALLOW WATER !SHORELINE ZONE 2 -RIPARIAN FRINGE / FLOODPLAIN TERRACE CppE QTY. COMMON NAME SgEN11FlC NAME DETNLS
Low Marsh (Regular to permanent inundation up to 1 ft deep) (Periodic to infrequent inundation) POND/WETLAND PLATING & MAINTENANCE NOTES:. ~ b ASSOCIATES, INC.
-Following plants should be 1 ft o.c. in groupings; small pots or bare root -Following plants should be planted in groups 1 tt or more above the ZONE 1 -Plants should be planted within the shallow areas of the permanent permanent pool
P~l• Moc of the following: plant 60% of the area; 5 ft o.c., 3 gal. LOW MARSH 1. NO TREES OR SHRUBS TO BE PLANTED IN PUBLIC EASEMENTS. ~ST.199g ~
Pickerel Weed - Pontederia cordate; plant 20% of the area Sweet Pepperbush - Clethra alnflolia GRASSES AND GROUNDCOVERS ONLY ALLOWED IN THESE AREAS. ~~ti
Sweet Flag -Acores glamus, plats 25°k of the area Witch Alder- Fothergiua ganfenii ~ ~ LOW MARSH AREAS TD BE ESTABLISHED BY THE PLANTINGS LISTED BELOW: Duck Potato • Sagittaria latifol'ra, plant 15°6 of the area Ninebark- Physocerpus opuCrfolius ~~i -THE FOLLOWING PLANTS SHOULD BE PLANTED IN GROUPINGS WITHIN THE SHALLOW AREAS AND UP TO 1 FT. ABOVE THE PERMANENT POOL
Striped 5weetFlag -Acores calamus'Variegatus', plant 10°~ of the area Inkberry - Ilex glabra $EE pICKERAI. WEED (PLANT 20X OF 1HE AREA) PONIEDERIA CORDATA 1 FT O.C., SM. POTS OR BARE ROOTS 2. HYDRO-SEEDING, HYDRO-MULCHING, OR JUTE MATTING MAY BE ~7a.~~~S
Ma of the following: plant 3l1% of the area Ma of the faflavring: plant 10% of the area; 2 ft o.c., smaq pots to 1 qt LANDSCAPE SYIEET FLAG PLANT 25X OF THE AREA ACORUS CALAMUS 1 FT O.C., SM. POTS OR BARE ROOTS REQUIRED ON SOME STEEPER SLOPES FOR INITIAL STABILIZATION. ~~s
Lizard Tail-Sauromscemuus POND ( ) Path Rush-Juncos tenets DETAIL DUq( POTATO (PLANT 15X OF 1HE AREA) SAGGITARLA tAl1F0UA 1 FT O.C., SM. POTS OR BARE ROOTS 407 Gorman St.
Narrow Leaf Arrowhead-Saggiiarialancfolia Horsetail-Equisetumhyemale FOR Thalia dealbata -Powdery Thalia Blazing Star- Liatris spicata LAMING S1R~ED SWEET FlAG (PLANT tOX OF THE AREA) ACORUS CALAIRIS 'YARIEGAIUS' 1 FT O.C., SM. POTS OR BARE ROOTS 3. NA11VE .GRASS AREAS SHOULD BE MAINTAINED AND KEPT CLEAR Suite 101 ais
Soft-stem Bulrush - Schoenoplecus tabemaemontani White Wild Indigo - Bapfisia albs WAN1111ES. MIX t)F: (PLANT 30X OF THE AREA) SAURURUS CERNUUS, SAGGITARIA LANGFOUA, 1HALIA 1 FT O.C., SM. POTS OR BARE ROOTS srs OF WOODY VEGETATION. Raleigh, North Carolina 27607
LIZARD TAIL, NARROW LEAF ARROWHEAD, DEALBATA, SCHOENOPLECIUS TABERNAEMONTANI Hi ho Marsh (Regular inundafion along shoreline fringe) Ma of the following: plant 20% of the area;l8" o.c., small pots POWDERY THAUA, SOFT-STEM BULRUSH
-Following plants should be 1 ft o.c. in groupings; small pok or bare root Swflcrgrass - Panicum virgatum • Plants to be installed alortg the permanent pool to approximatey 3 ft Big Bluestem -Andropogon geraMii ZONE i 4. LANDSCAPE CONTRACTOR TO CONTACT TOWN ~ APEX 9I9-833-7336
inland. INSPECTIONS DEPARTMENT PRIOR TO BEGINNING INSTALLATION OF Fax:[phone]
Soft Rush • Juncos effuses, pinnt 50°h of the area Moc of the following: plant 5% of the area; 8 ft o.c., 3 gal. WaxMyrtle - Myrica cer'dera HIGH MARSH POND/'WETLAND PLANTINGS. www.bbmassociates.com
Soufhem Blue Flag - IrL~ vkginice, plant 20% of the arm Uemal Wdch Hazel - Hamamelis vemalis Moc of the following: plant 30% of the area • ~ ~ HIGH MARSH AREAS TO BE ESTABLISHED BY THE PLANTINGS LISTED BELOW:
NaAhern Blue Fia - Iris versicolor Mix of the following: plant 1 free every 80 ft of pertnanerd pool shoreline NG P NTS LD BE INSTALLED IN GROUPINGS 1 FT. ABOVE PERMANENT POOL TO APPROXIMATELY 3 FT INLAND. g -Field stake randomy,10 gal. container or greater, do not plant on dam -1HE FOLLOWI LA SHOO
CaMinal Flower- Lobelia cardinalis rs
Tussock - arexstricfa Red Maple-Acermbmm LANDSCAPE SOFT RU91(PIANT 50X OF 1HE AREA) JIRLfSIS EFFUSES i FT O.C., SM. POTS OR BARE ROOTS Sedge C Willow Oak • Querous hellos r>s
Copper Iris - Ire fuhra P POND SOUTHERN BLUE FLAG (PLANT 20X OF TIC AREA) 1105 VKtdNXA 1 f T 0.C., SM. POTS OR BARE ROOTS - Foll>wing plants shoed be planted 4 ft plus from the pemranent pool in Sycamore - Platanus occidentalis DETAIL MIX OF: (PLANT 30X OF THE AREA) IRIS VETtSICOLOR, LOBELIA CARDINALIS, CAREX 1 Fi O.C., SM. POTS OR BARE R0015 rls
FWt NORTHERN BLUE FLAG, CARDINAL FLOWER, STRICTA, IRIS FULVA groupings. ZONE 3 -UPLAND SLOPES, EMBANKMENT PLANTING
Yvginia Sweetspire - Itea virginiq; 4 ft o.c., 3 gal., plant 30% of the arm (Dry - seldom to ra inundation) QUANII~ES COPPER IRIS
Switchgrass- Panicum virgatum; 3 ft o.c.,1 gal., plant 30%of the area Moc of the following: plant 5%of the area;l5 ft o.c., 5 gal. -THE FOLLOWING PLANTS SHWID BE INSTALLED IN GROUPINGS 4 FT PLUS FROM THE PERMANENT POOL Ma of the follnving: plant 5°A of the area; 5 ft o.c., 3 gal. Erin etree • Chionanthus virginkws NRGINIA SWEEfSPIRE (PLANT 30X OF THE AREA) ILEA VIRgtKCA 4 FT O.C., 3 GAL SEEDING SCHEDULE FOR POND I WETLANDS '~~`o~~~E Sho~s'L''
9 Red Chokeberry - Aronia arbufifolia Red Bud • Ceres cenaderreis $WITf51f RASS (PLANT 30X OF 1F~ AREA) PA19gfM YIRGAIUGI 3 FT O.C.,1 GAL
Florida anise- Illicum floridanum Moc of the folkmving: plant 50%ofthe area; .18" o.c., small pots. MIX OF: PLANT 5X OF THE AREA AROMA ARBU1ff0UA, IWCIUM FLORIDANUM 5 Ff O.C., 3 GAL
Moc of the following: plant 15 ~ of the area; 3 ft o.c.,1 qL ar 1 gal. ( } Pink MuhyGrass - Muhlenbergiacapalaris RED giOKEBERRY, FLORIDA ANISE Swamp Rose - Rosa palustris Pu le Love Grass - Erogrostis specabilis 3 FT O.C., 1 QT. OR i GAL
YellowstemDogwood-Comussericea'F~viramea' ~ MIX OF: (PLANT 15X OF THE AREA) ROSA PALUSTRIS, CORNUS SERICEA FLAVIRAMEA, (use on tap of dam and akmg drives) SWAMP ROSE, YELLOWSIEM DOGWOOD, CEPHAI,ANTHUS OCGDENTAUS, CORNUS SERICEA NATIVE GRASS MIX ~A 9 ti, i ~o r~
Buttonbush-CephalanthusaccdeMalis Swflchgrass-Panicurnvirgatum BUIIONBUSH, RED09ER DOGWOOD
Redosierpogwood-Comussericea BigBluestem-Andropogongerardii MIX OF: (PLANT 10X OF THE AREA) HIBISCUS MOSCHEUTOS, HEUANIHUS ANGUSIIFODUS, 3 FT O.C.,1 QT. OR 1 GAL ~r'rrauu„„
Moc of the folkowing: plant 10°h of the area; 3 ft o.c., t qt or 1 gal. .Mosquito Grass - Boutebu gracl'rs MARSH HIBISCUS, SWAMP SUNFLOWER, EUPATORIADELPHUS FlSIULOSUS Marsh Hibiscus -Hibiscus moscheulas (use on top of dam and along drives) JOE-PYE WEED Early Spring Prefered Big bluestem 8 Ibs/oc ~ ~d ~ Q (Aprn 1 -May 1) (Andropogon gerardli)
Swamp Sunflower • HelraMhus angusfifclius M'a ofthe fallowing: plant 20%of the area; 2 ft o.c„ small pots to 1 qt. MIX OF: (PLANT 10X OF 1HE AREA) HYMENOCAWS OCCIDENTALIS, ASTER 2 FT O.C., SM. PO1S 101 QT.
Joe-Pye Wed - Eupatoriadelphus fisiubsus Needy Wild Rose - Rosa'Neady Wild' SPIDER LILY, NEW ENGLAND ASTER, NOVAE-ANGI.IAE, LOBELIA SIPHIUIICA GREAT BLUE LOBELIA Or Little blueatem 4 Ibs/ac (Schizachyrlum scop.)
Moc of the folbwing: plats 10% of the area; 2 ft o.c., small pots to 1 qL Fragrant Sumac - Rhus aroma6ca BALD CYPRESS 1 1REE 00 lF OF PERMANENT POOL TAXODIUM DISIK~IUM 10 GAL DO NOT PLANT ON DAM Late fall
Spider uy - Hymenocallis occdeMalis Butterfly Bush • Buddinra davrdn ( ~ ) ( } New England Aster • Aster novaeangliae WATER TUPELO (1 1REE/10D LF OF PERMAI~NT POOL) NYSSA AQUAIICA 10 GAL (DO NOT PLANT ON DAM) (Nov 1 -Dec 1) Switchgrass 4 Ibs/ac
Moc of the following: plant 20% of the area; 2 ft o.c., small pots to 1 ql. Great Blue Lobelia - Lobelia siphilNa Purple Coneflower - Edrinacea purpurea (Panicum virgatum)
M& of the folbvAng: plats 1 tree every 100 ft of pemrarrent pool shoreline ZONE 2 Whiling ButterNies - Gaura lindheimeri Sideocts gramo 4 Ibs/ac
• Feld stake randomy, l0 gal. container or greater, do not plats on dam Camflower - Centaurea s RIPARIAN FRINGE FLOODPLNN TEIStACE pP / (Bouteloua curtipend.)
Bald Cypress -Taxodium distichum Moc of the fallowing: plant 1 free every 60 ft of permanent pool shoreline River Birch - Betels ngra - Field stake randomy in famiy groupings along uphill and downhill RIPARIAN FRINGE FLOODPIAIN TERRACE AREAS TO BE ESTABLISHED BY 1HE PLANTINGS US11DO BELOW: Indfangrass 4lbs/ac I
slopes, do not plats an dam;logal. container orgreater -THE FOLLOWING PLAN15 SHOULD BE INSTALLED IN GROUPINGS 1 FT OR MORE ABOVE 1HE PERMANENT POOL (Sorghastrum nutans)
EastemRedCedar-Junipemsvirginiana ~ MIX OF: (PLANT 60X OF THE AREA) CLETHRA AUNIFOLIA, FOIHERGILLA GARDENII, 5 FT O.C., 3 GAL Nurse Crop - 20 Ibs/ac
Lobloly Pine - Pines taeda DSCAPE SWEET PEPPERBUSH, WI1CH ALDER, PHYSOCARPUS OPUUFOLIUS, ILEX GLABRA White oak • Quercus albs ONp NINEBARK, INKBERRY Annucl Ryegrase (Ldlum multiflorum)
ETAII MIX OF: (PLANT 10X OF THE AREA) JUNCOS 1ETVUIS, EQUISETUM HYEMALE, UATRIS 2 FT O.C., SM. POTS 1D 1 QT.
FOR PATH RUSH, HORSETAIL, BLAZING STAR, SPICATA, BAPZISTA ALGA LAMING WHILE WILD INDIGO
QUANTITIES. MIX OF: PLANT 20X OF THE AREA PANICUM V1RGtiTUM, ANDROPOGON GERARDII 18' O.C., S1rIALL PO1S ( )
SWITCHGRASS, BIG BLUESTEM l I
MIX OF: (PLANT 5X OF THE AREA) MYRICA CERIFERA, HAMAMELIS V1ItNAUS 8 FT 0.G, 3 GAL U
WAX MYRTLE, VERNAL WITCH HAZEL. F~
RI4ER BKtCH (1 TREE/BO LF OF PERMANENT POOL) BENLA tRGRA 10 GAL (DO NOT PLANT ON DAM}
WILLOW OAK (t 1REE/80 lF OF PERMAI~NT POOL) QUERCUS PIffLLOS 10 GAL (DO NOT PLANT ON DAM) ZONE3-UPLAND SLOPES, EMBANKMENT ' SYCAMORE (1 1REE/f10 tf OF PERMANENT POOL) PuTANUS OCCIDENTAUS 10 GAL (DO NOT PLANT ON DAM)
ZONE 2 -RIPARIAN FRINGE t FLOODPLAIN TERRACE
ZONE 3 POND /WETLAND LANDSCAPE CALCULATIONS n
ZONE 1-SHALLOW WATER I SHORELINE UPLAND SLOPES, EMBANKMENT
ZONE 3 -UPLAND SLOPES, V W LOW MARSH
EMBANKMENT UPLAND ~.OPES /EMBANKMENT AREAS TO BE ESTABLISHED BY THE PLANTINGS US1ID BELOW: PLANTS REQUIRED. 1 PLANT FOR EVERY 3 LF OF PERMANENT POOL SHORELINE a ~
-THE FOLLOWING PLANT'S S'FIOULD BE INSTALLED IN GROUPINGS IN AREAS THAT RAR0.Y OR NEVER FLOOD.
MIX OF: (PLANT 50X OF THE AREA) MUHLENBERGIA CAPALARIS, BOU1110U GRACIUS, 18' O.C., SMALL PO1S PINK MUHLY GRASS do MOSQUITO GRASS (TOP EROGROSIIS SPECTABIUS, PANICUM VIRGAIUM, HIGH MARSH ~T~ ~ 0
OF DAM), PURPLE LOVE GRASS, SWITCHGRASS, ANOR~OGON GERARDU PLANTS REQUIRED: 1 PLANT FOR EVERY 3 LF OF PERMANENT POOL SHORELINE 1+1 a ~C
BIG BLUESTEM MOSQUITO GRASS MIX OF: (PLANT 20X OF 1HE AREA) ROSA 'NEARLY WILD', RHOS AROMAl1CA, BUDDLEIA 2 FT O.C., SM. PO1S T01 QT. TREES REQUIRED: 1 TREE FOR EVERY 100 LF OF PERMANENT POOL SHORELINE W W
NEARLY WILD ROSE, FRAGRANT SUMAC, DAVIDII RIPARIAN FRINGE A ~ a
BUTTERFLY BUSH NORMAL POOL
MIX OF: (PLANT 20X OF 1NE AREA) ECHINACEA PURPUREA, GAURA UNDHEIMERI, 2 FT O.G, SM. PO1S 101 QT. Z1 PURPLE CONEFLOWER, WHIRLING BUTTERFLIES, CENTAUREA SPP. PLANTS REQUIRED: 1 PLANT PER 100 SF OF THE TOTAL UPLAND SLOPE/EMBANKMENT AREA H W M
CORNFLOWER TREES REQUIRED: 1 TREE FOR EVERY 80 LF OF PERMANENT POOL SHORELINE. ~ ~4 ~ A ~
RED BUD (PLANT 5X ff 11~ AREA) CERgS CANAOENSIS 15 FT O.C., 5 GAL
3'~ FItIN(;E1REE PLANT 5X OF 1HE AREA CHIONANIHUS NRGINICUS 15 fT 0& 5 GAL ( ) , UPLAND SLOPES/EMBANKMENT ~
E. RED CEDAR (i 1REE/60 LF OF 1HE PERM. POOL) JUNIPERUS NRgINANA 10 GAL (DO NOT PLANT ON DAM} I PLANTS REQUIRED: 1 PLANT PER 25 SF OF THE TOTAL UPLAND SLOPE/EMBANKMENT AREA ~ Q
LABLOLLY PINE (1 TREE/BO LF OF THE PERM. POOL) PINUS TAEDA 10 6A1. (DO NOT PLANT ON DAM} TREES REQUIRED: 1 TREE FOR EVERY 60 LF OF PERMANENT POOL SHORELINE ~ ~ Z
SECTION THRU DETENTION BASIN PONDS - Not to Scale wfrlTE oAx ,TREE LF aF PETIMANENT POOL QUERCIJS ALGA 10 GN. Do NOT PLANT ON DAM ( ~o ) c }
w
a
H ~
I~UE SEt~1ENCE
0 DATE DESCRIPTION
9 24 07 ISSUE FOR CONSTRUCTIO
The signatures below certify that this sheet has been reviewed and approved solely
per the certification signed on the cover sheet of these construction plans.
CM -Engineering Date Public Works -Env. Programs Date p01`ILl YY liTLL11~1J
CM -Transportation Date Planning Date Llll ~ L S Cr1L 11 \ G
DETAIL SHEET
CM -Building Inspections Date Planning -Transportation Date
Public Works - Water/Sewer Date fire Date
Public Works - Electric Date Parks, Recreation & Cultural Res. Date
Public Works - S&E Date PROECT ND.: AFDM.OW
DEIGNED 81h. ,EA
CHECM BY: AMM
DAZE: 02/05/07

CDN5iRUC1ED PDI~ WETLAND PLANT UST
coss~uc~o Porto wr,tANU PLAT usr ~.~g ~ e SU~~
- - - - - - = - - caoE arr, c~uuaH tuu~ saatFlC xN~ caoE an. cawo° NNE SOENARC NAIE OETALS
~ ~ Lar LIARSN T LOW MARSH AAEAS TT) EE ESTABIJSFEB BY TIE PIANiRHTS IJSIED BELOW: Low w,°sl
-THE FOLLOMING PLAN15 SHOULD BE PUNTED W GROIK+INGS YA1M11 TIE SHALLOW AREAS AND UP TO 1 FT. ABOVE "BE PE1elANETIi PoaL LOW MARSH AREAS Td BE ESTA81l91ED BY'IIIE PLAN1Bi0S LISTED BEIAW. O -T1E FT1110NMNi FM,AN15 SHOUlB BE PLANTED W GROUPN185 N1718N RE 51uLDw AREAS aF RE PERMANDIT POOL
60 PKLtERAL NE1L (PLANE t0% OF THE ABTA) PONrtartaA CORDATA 1 FT aa. SIL Pars aR BARE R0D1S T4 SMELT FLAB (PLANT 7sl OF TIE ARFJa AOOAUS CAIAWS , FT aa, S1l PaIS aR BARE 80015 at PIg00tAL 11FED prAxr 2atL of RE ARE,y PpRFD88A COROATA , R 0.C„ sL Fols aR eARE gaols ju ~
~a aupc Paa1o ,aa aF 71E SACpTARU uTTRKTA , Fr aa, 9l Pars aA BNE Roofs e4 WIEE1 flA0 (PLAHr 29F aF RE A1EIQ ACtiR11S CAUIIUS 1 R 0.C, s,L PGR OR BME ROOTS SO Ollgf POTA10 OF TIE AREA SAC6ITAIG LA1FalU 1 R 0.C, 9L POTS OR BNE 80015 , '
so sn:pm sMEET aAa TOK aF nE AREA AOaaIS CNAMIS YAREOATaS' i ET aa, st Pars oR BNE Rawls eQ MIX aPi (PUNT 30Ir aF 11E AREA) SAURURUS CEAINNIS, SAOaTARIA tANC1F0UA, 1HALIA i Fr oAl, SIL POTS aR BARE ROOrs ?8 SR,FFD SIELT FU6 iD>< aF TIE ARFA ACp11E CALAlIUS NNIE6AlO5 1 R O,C, SY. P015 OR BABE 80015
.....•a VIAND TAIL, NNMiOMI IEAF AAROYEEAD, DEAIBATA, SCIIOENOPLEOIUS TABELWAE110NTAM ~ P0MDEIIY iHALU, SOFT-S1EM BUTAUSH n SaFr-~~ SAURURUS 1ERiNpS, SAGCITARIA tANCialIA, TNALIA , R 4C, 9L Pots aR BALE Raors ~ AS SOCIATI S, INC. ~ ULIAD T NARROW LEAF DEALBATA, SCHOEltOPIECIUS TIIBERNAEIAONTANI
HKAI MARSH r ~ wcx YARSx ~ HST. 1999
- fRCH MARSH AREAS TO BE ESTABUSHFD BY 1M: PLANiKICS LISTED BELOIk p- a ' -THE F0tL01MrNi PLANTS SHOULD BE R1SIALLED BI aNKIPBK;S 1 FT. ABOVE 1HE PERMANENT POOL TO APPR0laAJ1TFIY 3 FT BLAfq. HIGH MARSIt AREAS TO BE ESTABll9#D BY TIN: PLANiNtGS LISiFD BELOW:
w i + { i ~ f d + T4 SOFT RUSH (PLNrt b0K OF TIE AREA) JUIalS ETFUaiS 1 FT aC, SY. P01S OA BNE 80015 -11E POU.OYAIYi PLANTS SHOIRD ~ DISIALLED N1 GAOIIPBNiS ALONG iNE PERMANENT POOL 10 APPRWOIAAiFI.Y 3 FT BAaND. ~ ~(1
pC `1 ; so SaVIMRN aBE FUB (PtANr 201L aF TIE AREA) Rrs VTRaocA 1 Fr aa, SIL POTS aR BARE Roars 84 SOR RUSH (PUNt'u0.c OF THE AREA) JIAIgIS B~rllSES , R OC, st Fors oR BNE RoDls ~ '~•11 28 SaDDE10t BUE FuG (PLANi ID>< OF THE AIEA1 EtlS I1R681t'A , R OC, sti Pots aR BME RooTS ~ 7'
~ ~ lb... • , . • O V 4a (PLANT sa% OF 7FE AREA) Nib VERSICOIOR L0BF1)A CARDINAUS, CARE% 1 Ff SY, P01S all / G. . • ~ r% NORTIIFAN BLIE Fl.AG CARORiAI. PEWTER, SIPoCTA, BaS FUI.VA QC. BARE ROOrs J9 MDC op (PLANT 30X of T1E AREA) B1LS VEASICOI,OR, LOBEIA CAADAIAtIS„ Gu1Ex ,ROC, sTL PDIS aR BARE 80015 Q NORBERFI BLUE FUG CARDINAL fLOYkR, SiAICTA. pU3 FUI.VA
l T•' i,:e i Ttlssoac SEDGE. caPPER ~ . -f~-~.~. -THE FOLLOYNIG PI.ANiS SHOULD aE BrS'FAUID BI GROI~BNS 4 FT PLUS FRaM THE PFRMAFENr POOL RJSSOCI( SEDGE, COPPER N85
rJ ~ f ,,,1:- + ~ ~ . wz r? ~ s " ~ VwaMA sMEE>SPpE pxAlrt smt a nE Ate) nEti v 4 ~ aa, s ou. -THE FDLLONING PLANTS a1axD BE BISTALIED 01 OROIJPONS 4 Ft PLUS PROM THE PERMAiEIIT Poa. 407 Gorman St. ~ YRCBU sN>:15PEE (PIANf aroc aP TIE AtIEA) nEl vRC1NCA 4 R o.C, 3 GAL
i~~~ ~ rl w~~ ~ ~ , - - - - - - - p ~ Sw,a~ss auNr xzaF,~E AArsA) Pu~w ~oA,w a Fr ac,, ~~s r....r ~ >~I~°^~1 ~,1 1 ? ~ a MOL aF: (PUWT d0i OF 1HE AREA) AROMA MBUTIFd1A, N~LKpIIM PLORMIANUM 6 Ft aC„ 3 GM. ~ SNIIGERA~ (PLANT 3aY aP TIE AREA) PANAE81 vRGATw 3 R oc„ f aM. Suite 101
i ~ 3" ' 4 ~ ~ I RED dLDI~Y. f10RDA AMSE i 7 MIX oF: (PLANT 3X of THE AREA) AR018A ARBUIIFOUA, RUCAIM FLOAIDN811f b R 0.C, 3 CAL
~r ~ ~ `s~ `I ; ; r1 Zz Maf oF: (PLANT 1511 ar THE AREA) RosA PAWSIRIS, caraus SEPoCEA 'FT.AVNtAMEA', S oc• 1 Or. ae 1 cN. ~ r ~ 1 ~ ~ ~ x 1 f) SWAMP ROSE, YELLOWSTEM DOaROOD, fEPNALANiINIS OCCIDENTAU$ COAMIS SEANIEA ~ tsrotc~aY. FAA ANNE Raleigh, North Carolina 27607 ~ MUf OF: (PLANT 15% OF 1FE AREA ROSH PAW3IRIS, CORNUS SE7BCFA TLAVNtMIEA'. 3 Ff 0.C,14T. OR 1 GM.
o J , ~ ~ j ` f + BUTT0NBU91. REDOSER OOGNDOD / ` ~ ~ ° 1 1 / y : 't1 ! Ta ~ (PLANT i n1E AREA) S MaBd1EUT0S. M9IANnus At14uS1i000$ a Ff aC,1 qT, aR 1 aAL ~ CFPHALANi11US OCCIDQITALIS, CaRNIL4 SERN;EA
~ „tp 1 i I 1 ill. ~ ~ F9~Sg15. SIN~i,OMER 70PoADELPiIUS FISiIA.O6U3 ° r //f r ~ ~ , T°~ 1 I . G T ~ JOE-PYE NEED 13 LEf aR PLrWT,oX OF,HE AREA tNBISQIS MOSCrIEUTOS, HEWWRNIS AtR~S11Fg111S, 3 RD.C,, aL alt, CM. 919-833-7336
19 M0I OR (PLANT 10% OF 1FIE AREA) HYMEIIOCAWS 0CCMIENTALLS, AS1ER 2 Ft aa, slt POTS 101 Qi J / ~ / 1 1 1 j - ;1` 1~ ~ I ~ sPgFR ULY, M:W ENfiAND NavAE- JOE-PYE ,MED ~H Fax: [phone] MDf OF: f0% OF 1HE AREA) H1IOIDCAWS OCCMNTr?A,1S, AS1ER 2 R O,C, 9l POIS T01 QT.
r'~~ I ( AS1ER, ANOUAE; L0BELU1 SFINUiICA o : p ~ 1 1; A ;'r. " GREAT BLUE LOBEWI F,r'~ ~ ~el 1 ..H,.ro, . 'Y : 1 ~ ~ „ ~ 1 1 y _ i _ ~ - - - - - - - LLJ 4 BNC craaE%(~ tRiEhoo ~ aF ~uA~r Poaq rA>ooouM asRaiw To cu. Olo NDT Pvwr aN o SPIDER LILY, tE.w ENGLAND As1ERR, NovAE-AN6U,AE, LoBEw StPHN,11aA www.bbmassociates.com GREAT BLIE LOBELIA
~'l :x111 i 1- _ ~ 1~ ~ f w~ ,bra ~ r • ,;I 1 1 1 Ir :1 1 1 1 1 1 1 ~ ~ ~ a rum? n~B tt rt~/?oo tF a~ PE,a~,vEMr Poa.) xrssA AauAna; ,o cu. (oc xat Puurt aN ouD 4 BALD CfiPAESS (17REE/900 Lf OF PEIINAIOR PO01) TANOOMY 0611pE111 10 6N. (00 NOT FLANT aN DAY) • 4 IFAIER RIPFLD (1 tl1EE/tao IF aF FEAYAIEIIT PoOy NM54A AWA11G 10 CAL (OO Nor PLANT 011 GAY)
~ • ~1 1 1 1 1 ~ aru+urs rLOOOauN t RIPARIAN FRORR;E / R.OODPLVN RRRAfE
~ ~ ;~:v; • ~E~1 1 1,+` 1 1 1 ; ~ : ; a ; - ~ R~rA~ F F<oooPLAr~ Ass ,n eE EsreBUSHm er nE PVwnNas uslm eao>N lrJ; ~ ~ ~1 ~J 1 1 1 1,, + 1 1 1 1 1 1 1 iA -1NE FauANMiB PUINTS SHOIRD eE pISTAUID M gt011PNN~ 1 FT aR MORE ABOVE THE PETaIANFNT PaOL RB+ARIAN FR,NGE FL000PUN1 TERRACE AREAS TO BE ESTABIL9IED BY TIE F'LAN1BiGS U51ED BElOrh.
J • G T ea MOI OF:(p~ eaE aF ,NE aenerA AUMFgJA, F0TIIERQLA BAROErM, a Fr sou. p ~ A y. • r .%1 1 1 1 1 f , , PEPPQMIISlI, ALD~ OPLRJFOLNIS` RF% GtABRA aQ' ,,fi;.- a~ ~1 1;% 1 1 1 1 1 srEEr NncH PlnsocAaPlls -THE FOU,OTAItB PlAN1S SLIOlBD 8E METALLED 8F GROUPNIOS 1 R OR MORE ABOVE DE PERYAIENT POOL 2,8 MIX aF 8011 aF DE AREA) GAltDflrll, S o,C, 3 8N.
~ ~ ' • ' ~ n~ 1 1,, ,1 1 1 1 1 1 1 1 ~ ; . MNEBARI(, BKONZatY a'r1~ t r ~ A ~ 1 1 1 1 ~ I u uDl aF: tas< aF nE A~?) JGNa1s Eou~uM Lug. NrEe~ c, rBmERRY ~ u~R, PNrsoDAAPUS aPUEODUS,1E1t GLAI3RA
: ~ : 1~' ~ \ 1 1 • . ~ • . I L.L_ PAtN RU57i, HORSEY BUZBIO $'f SP~Arb BAPTISTA ALGA HYOIALE. 2 Fr aa, 9L P0151o i o[ r? i . • ',1 1 1 1 rAR1E MNJ) R0H,'0 36 W( OF: (PUINT f0% OF DIE ApEA) ~RINgIS 1ETNN5~ EQUSEiUY HIEEIAIE, CLAIRE 2 R QC, SIL P015101 OC f1111I I I IIII
S ~k' : ~ d~° 1 1 1 1 1 1 1 ~ ~ W • . I, • ~ v' , v 2E Mal OF PAiNCUY %L.= _ ` : ' 1 1 1 1 1 1 1 1~ r? (PLANT ZOx aF 1HE AREA) NR0A11N1, ANai0P0001T mtMOR NT' ac, suu FOrs T88D'lE YND N~ BLAaNG STAR SPICATA, BMiLSfA N8A ~~~+1,,,, CAI 11/ll 74 YAf DFi (PUiHT DF THE AREA) PANIfJ1M VRtOA1tIM, At81ROPDGg1 CERAADE 18' 0.C. SYALL P015 ~ ~`'"'•N" O` /''i
a t d J ~ti; ? ~ t ~ SYATf~RAS$ BIO BLUESiEM 1 1 1 1 POND r~ s r . , 1 ''1 1 1 1 [ ; 1x ?*x ap Pwrt ax • . / ~ ` ,1 1 1 rt. aP n~E A, HAMN~EUS w+HAUS B rr ac, s BN. POND /WETLAND LANDSCAPE CALCULATIONS swn1, BlD : o~;.~Ftissio~.,~y
~ ~ ~ ~ ~ 1 1 1 ~ wAx vEtauu. wmt~ wi frt• t E t I ~~1~= .,1 1 1 ~l , - - - - - - + LOW MAR ~ ~ ;1 : ) ',1 1 1 1 1 ` ~ . R ' I Q 4 ~ ~ ~ ~ aF veawort soot} eEnlu Mau to cwt. (oo Nor Hurt a ~ PERT 10 NI% aP: 31[ OF THE AREA MTRICA HAMAIEIJS VERNAIIS 8 R 0.G. 3 CAL : Q~a'S LOW MARSH wAx Mnt"rw~u, xncH NA~i
"E • . • °s : , : ~ E ' g ` 1 1 E • . 4 MILOO OAK (1 W ff PEIOIAIENr QUERCUS PF>EWLLOS PERMANENT POOL = 765 LF s B~ h ~ ~ aP PBIYNENT PoOI) BEIULA NAiIA ,o sAL Goo Nor PLANT aN oAY?., ~J~ r N : -
~ ~i 1 1 A GT ~ 10aN.(00N0rPLfMralaNQ •1~~ ~ i i `1 1 4 SR'AYORE IfaFPFMUNDrt PLAT • ~ ' , ~ t ; • : • ~ p TRFF./bD PGGy PurANUS aomDlTNS To aAL (oo NDT PIANr aN oAw) PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 255 s W~ °"s ~ °F P0°A"1°'T ~ "°1°s 10 ~ ~D1~ RANI °N ~ 3 STTAYORE (11REE/8D if aF PBTMAIENT P001,1 PLAIANUS OOODBRAUS 10 6N. (00 NOr PLANE 011 DIAQ ~ ~,Q e~ " ~ ~
.1 I q x ; s ; 1 1 UPLAIO SLOPES BIBNeQENT ~ • .r . s, ; ~ ~ ,f o / UPLAND SLOPES ~ EMBANKMENT AREAS lO BE ESTABUSIIED BY 1HE PIANTNNrs LISTED BEL01N HIGH MAF HIGH MARSH uPLANO slaPES l]BAN(ItiNNT . ( . I N`",! ~i .9 V i
• • ~ 1 1 1 1 % .:„r i r -nE FGUONrNG Pins s?lown BE usrAt~ ~ afaew,as rs AREws our RARELY oR NEVER rrooD. PERT PERMANENT POOL = 765 LF URAND sLaPES EMBANKMETIT AREAS TO BE ESrABUSE° BY THE PLANTBIOS LISTED Er:LOw! N M. MP~ a`~~ / / -THE FOLLARNNi PIJ817S SIIOIND BE tNSTALAED N CRgIP8185 N AREAS 1HAT RARELY OR itt1RR FL00D. ,'llll rll I I I111j1'1 ~ I ~ • 0
• , z, ~ ~ , ~1~'.,~ ~ 1 1 1 ~ ~JI ~ Ma aF: (PVwr sox aP nE AREa) MuRa,eERaA cAPALAPoS• Boumau ac, slw. Pms PLAT 5, ~ °k; ; a ~ 1 1 1 t~~ . ~ ( PRNC MLMR.Y aRA~ re MoSaRm oRA~ (TOP ER0fKi0SRS SPECTABELS, PANKIIM vlRenluM. PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 255 422 MD, w: (PLANT soBt aP THE AREA) MtNILEItBERaA cAPAU~ pU,p~, ta' ~
~ , 1 1 ; ,1 1 1 1 f of DAM), Puy ~ ~ swTa+m~+us, ANORGPOGON TREE .,ti. TREES REQ'D: 1 TREE PER 100 LF P. POOL = 8 ~ E"""`Y "10~Ni0 0""~ (10P ERaaROSTts sPECTAErJS, PANICUM vNtGATUM, aF DAM PURPLE LOVE GRASS, SYAT17tORASS, ANDROP00011 sERARDII
~ : • : • . ~1 1 ~ 1 Vl s: ; : 'C : ; ~ + te+ rsz ar ~ aF nE AREA RosA 'NEARLY aHUS uroMA>~? a~oaaA x ~ ac, su rors 1o T or. o~', ~ a , , • 111 1 i 1 1 - NEARIY IItD RbSF» FRAGRANT OAVNII t,~ BI,1 GRASs RIPARIAN FRINGE (36,405 SF) 100 Mlx aR (PLANT 207E aF TIE AREA) RaSA'NEARLY WAD', R,NIS ARaMATICA, aloaEU 2 R oc, sL Po>s 1D f pr. it
~~~zr~+, t :"r: :1 1 1 If BIATTERFT.YBUSH RIPARIAN ~ : • : ~ .1 1 1 1 ; ~ ,s~ MDL oF:t PLAT i~FARLYLY ~ FRAGRANT G DAVMM PLANTS REQ'D: 1 PLT PER 100 SF = 364 i
1 ~ 1 ~ ~ ; : ~ . zAZ aF ne AREA Ea+xu~ PuRPUrrsA, awlu z Fr oA~ sx rors m t a>: 1 4 • ~ 1~ 1 1 1 • ~ . PUAIME ~aNEF~LOMIER, NrRwrtN: w O}]TTAIRiErV sPP. 1 ~ :~:::1 ,1 1 1 1 1 1 TREE TREES REQ'D: 1 TREE PER 80 LF OF P. POOL = 10 ,u ~ ~ °AUR11 ~ R S~ t~LS T01 ar.
i c t ~ ~ : X111 I,l 1 1 ~ (~~I I ?3 REa euo (PLANT az aF iNE AiFiU CFRns cANABFISLa
r' a : • 1 ~ 1 1 1 1 1 1 ~ ; ~ , ~ Ta Fr aa. a aN, t ~ , ~ ~ I ~ tRrs ex aF nE ~ taa~as UPLAND r~" .~::~1~ 1, ,1 1 1. Q:;'~.• ;,~,r:~,,,f 1aFioc,aaY. UPLAND SLOPES MBANKM NT (21,098 SF) s' ~ ~o ~A"r ~ OF nE ~ ,s R oA:, 3 aM.
1 q . s.: ; , ~ 1 1 1 p , . , , ! ~ a E. Rm ~ p neE~/eo v aF nE aee~. Paaq To au. t, t . ;+z; • :,11 1 ~ 1 1 ::rJ I (oo Noi Pu>n aK ow) PLAT ~i~s • ; : ; : X1,1 1', ; 1 1 1 1 ;~,°I: x:' ~ ' • ~ ° - - - - - - - a taaaur P~ TRrs/eo ~ aF nE Pte. PooU PMLa ruDA 1o cN. pw Nor PtAMr aN ow) PLANTS REQ'D: 1 PLT PER 25 SF = 844 ~ ~ °F tNaNAMnus ,5 R ac, s GAL • 4 G RED CEOAR (11RtE/10 IF aF TIE FERIL POND JIANNAIS vRglNUI 1D oAL (DO NOT PLANT aN oAIQ
, s•.f. 1 ,1 1 1, TREE 1 1:.' • ~ ; 1; ~ 1 1 ` r-~i; a MEE ONE (1 TI~t01F OF PE1alA1fNT POOQ aUERgIS NSA 10 QN. NDT Plutr pi BAY ~ : • a 1 1 1 ~ ~ ~ roo ) TREES REQ'D: 1 TREE PER 60 LF OF P. POOL = 13 4 LaaaLY P8E (f TREE/80 LF aP THE PER,t PaaL) P881S nfDA 1o sAL (oo Nor PfANr aN ~ S TIME 0AH 1RB:/801f aF PEAlIMF71T Popa QIEACl19 AI811 1D CN. (00 NDT HNN aN ow)
1 1 1 ~
~3 x,;,11 1 ~ X 1 1 1 1:.Ik I V i,t•~ I 1~ f,,z~;. 1 1 1 1 ; r~' GT POND l WETLAND LANDSCAPE CALCULATIONS
t a:~~ ,1 1 1 .1 1 1 1 1: t~• ~v t 1 1 1 Y 1
~ti~% , ~ 1 , 1 1 9 I .I~ I LOW MARSb < ~ ~ 1 ~ 1 y 4 PERM = ~ "s::`` : -s1 ~ `''.1 1 ANENT POOL 888 LF
~ NEW % ~ , - ~ 1 1 1 ` 1 1 1 C11~ R, • ~ + PLANTS RE 'D: P - ® / I
1 1 ,1 1 Q 1 LT PER 3 LF OF P. POOL - 296 WETLAND ~r`: ~ , 1 ~ . ; I
r~ 1 , /~;:~1: ~ ~ 1 .1 1i. ~ p ~ 1'. 1 I~ :1 dl.Gl~df~B.$tl o ~ / / / /
~.1 PERMANENT POOL - 888 LF ~ , t ~ b 1 1, ; PLANTS REQ D: 1 PLT PER 3 LF OF P. POOL = 296 _ _ ~ i
~ (to) ° ` ~ ,Y r ~ 1 , ' 1 z TREES RER~D: 1 TREE PER 100 LF 0 P - m ~ G 1" F P.. OOL - 9 \ ~ ~C ~ ~ ~ I
t T : 1 ~ ~ 1 11 ;1 1 ~ i o ~ ~ ~ %1 1• . o ~ ..yea .
o~ fi+ t ~ 1 ! 1 1 ~ r ~ ~ ~ I 13844 SF ~ ' ~ ~ .;.,;1~ ~ ;1 1 ~ •a s RIPARIAN FRINGE ( ~ ~ _ o
~ ,a r°;:~•:;~,:.:~~1' 1 (II, PLANTS READ: 1 PLT PER 100 SF - 138 ~ ~ , p 1` a:: ,111 1
1 ; ~ Ili TREES REQ D: 1 TREE PER 80 LF OF P. POOL. _ t rE :a:: ~ , r~l
1~::;r.:•:r pis,, • r(, , 1, a: - - + UPLAND SLOPES~~MBANKMENT (22,934 SF) •
f f • I11 ~ I g ° .3. • . ; - - PLANTS REA D: 1 PLT PER 25 F = ~.'e• 1'. 1i:.~. S 917 ~Ir . f O W ,
r 1 TREES REQ D: 1 TREE PER 60 LF OF P. POOL - 15 I° • ~a:.k,., 1, :JAI
r :~.:~1~ 1. ~ ~~~{1~ :i•~::I•: K#..
~ ~1 a~ ~ ;J ~ .r ;•a.
~1 ~ , .f~ r z a ~a r .3 ~ 1 r 1 H r ~ 3 A
:r 1' ' ~ e -
1 +
, 1 x~ I , GT Jr~ ~ ~ ~ r~ ;r ~r p 1 F•: , ~ it II .f e I
i:.r, :t~ z,l ~ I
ry r~ ~ f('~~T1~ / PERMANENT P00~--~~"'1~,~~`~`p1~~,: ~ ~ : ; ~ A ~
e =Y]1 1 is - - - f •.d
F PERMANENT POOL . ~ - - - - ~ ~
: ~ 1 ~ -
•1!~ - 1'f. 1 1 r/ p r'~
1 z . ~~t' • ~ F~ 1 t~ t ~ ~ ,1 i ~ : ~ 1 I GT A;, .1y 1 1~,, ;r~;. --~~1
.t t 111 1 I ? p y ~ 1 ~ I• rJ I r ~ I' fi l I r ~ ~ ~
t . ~~fi~~~ NEW POND #6 ; a~ : ~
s. 1~, 1 + 1~ i -'~1~1 ~ ~ a 11 : , 1 ~ ~
''~It ~ ~ 1~ ~ ,r'' I II ~ 1;~
p ~ i 1 . I 1 1~ ~r>' p f • !~r'1 3 i
1 ~ 1 L• I 1 ,1 ~ '1' • 1 ~ , , t,
• '1 } 1 ~ i 1 ~I 1 e t • 1, r ~ is:•: •:•Mf 1# 9 ~ ~ll~: ~ ~5 t ~ t~Po ~ ;M~' ~ ISSUE SEQUENCE
1 ' : ~ : i I , ~1 : ~ / ( ~ • fly ~
. I - 2 _ I ~ :~1 ~ ~ ° { ~ ~ YI N0. DATE DESCRIPTION
f~ ~ ~ ~ ~ ~ i ~ 9 24 07 ISSUE FOR CONSTRUCTION
p ~ f :~al , 9. ~ 'n . ~ ; ~,V` ~e , ~ I ; ~I ~~,M1 / / 1
~ 'X. i ,1 ~ to ~ ~ Q f ~ v sr . , • ,ewe,,. "I
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F I ;,/3 . ....J
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. . . . . . ww...;..~M%ro. 4kea.~ ~ ~ ~ H '

sl POND WETLAND PLANTING LAY r. .x, N ~ OUT I : , a ~ e
_..m...~ FI , - ~ n • - -
SCALE: 1 30 --r~
* See Sheet C5.5 for Pond Wetland Plantin Schedule and Guidelines. `
~ 9 The agnataras below cerGiy that thft sheet has been reNewed and approved eoNly i MSC POND/WETLAND
per the certification signed an Ohs cover sheet of these conetructton place. ~ LANDSCAPING
PQNQ/WETLAND PLATING & MAINTENANCE NOTES:
CM - Enghearing Dats PuNk Watke -Env Prograne Date 1. NO TREES OR SHRUBS TO BE PLANTED IN PUBLIC EASEMENTS. GRASSES AND GROUNDCOVERS ONLY ~ ~ .DETAILS i
ALLOWED IN THESE AREAS. oM - T„n.~p11~ opts Ph,n~ apta - - - - - - - - - - - - - - ~ ~ I
_ - ~
2. HYDRO-SEEDING HYDRO-MULCHING OR JUTE MATTING MAY BE i > REQU RED ON SOME STEEPER SLOPES FOR cM - epemp9 Inepxikne optp wmnln9 - Timepartptbn oats
INITIAL STABILIZATION.. ~l ~
I!!
~ I 3. NATIVE GRASS AREAS SHOULD BE MAINTAINED AND KEPT CLEAR OF WOODY VEGETATION. Publto Wa" - Water/Sevra Date Fire Dots Iii
4. LANDSCAPE CONTRACTOR TO CONTACT TOWN OF APEX INVEMIONS DEPARVENT PRIOR TO BEGINNING "le Warb - pectrk Dats Poke, Reaaatkn & Wllurd Re& Date PONDZWETLAND PLANTING LAYOUT
INSTALLATION OF POND/WEXAND PLANtINGS. Publk Wake -sae Dote - PROJECT NO.: AFD001.000
SCALE: 1 30' DESIGNED BY: JEA
CHECKED BY: AMM DATE: 02/05/07

` z ~
e F " 3 t ~ CONSTRUCTED PattD YVE1thND PLANT LIST
4 ~ ? g, _ ~ \ 0 Y CODE OIY. CONNOH NAPE SCE1i101C NAIE CETAMS
/ C • LOW YARSN ~r~
X LOW NAR91 AREAS TO BE ESTABl1SIED BY THE PLANIMICS ILSiFD BELOYA ^~I jf 1
~ ~g k I • v • / ,i o- ~ , ~ r • ~~i -THE FOLLOR,NC PLANTS SHOULD BE PLANTED NF CROIN~MNS YAiIMtI THE SHAl1OW AAEAS AND UP T01 f7 ABOVE 1NE PERYAiEIIT POOL. ' , so PMMfERAI M® pPLANr 2pF aF RE AREA) PpIlEOEEPoA COADATA , FT aa, stL POTS DA BRIE Aoars
a / II ~ / ~ stEEr aAa ~ zax aP THE AREA) Aoaus cA,AUDS , Tr ac, slL PDIS at eAME Boors ~ b,
~ ~ 23 PorATD DP TIE sAOprARU UTPOIIA ' Pr ac, sK Pos oA BAME amts AS SOCIAT~ S, INC. ,s s1APm sMEEr FtAC ,Da aP THE AREA ACORUS OAIAIPIS'YARE6Atus' , PT ac. SM, PO1S oR BNE Roars ~ >~ST.1999
p ° r 4s LMf OF: (PLANT 30x of TIE AREA) SAURURUS lwDi1RN1$ SAOpTARU1 IANCiOUA, ROWA , rt aa, SIL POTS OR tUAE 80015 LI2AtD TAM, NAAROW LEAf ARROYAEAD, DEALBATA, S0l0ETLOPLECIUS TABFANAEYONTANI
rr r r .c, w POT#RY THALIA, SOFT-5R]18URUSN
o IMGII N1dtSN r' a FMOH IAAR511 AREAS TD BE ESTABIrsHm BY THE PLANINiCS USIfD BELOW: ~ ~ ~~rS
r -1HE FYAlARN,O PLANTS SHOULD BE MLSTALLED MI GRd1PINOS 1 FT. ABOVE THE PERMATEHT POOL TO APPRODMATFr.Y 3 FT MR.AND. ~,y
~ ~ ; ~ ~ ~ a:, ~ l / ~ JT SOFT IN91(PLANE SOC Q THE AAEA) J,Nprs EFFIISFS 1 FT ac, SY POTS OR BARE ROOLS
.i Pi ~ - ~ S• ~ re i,~ ~y/~G I', vtnki .2 ~,y' ~ / ~ ~ y ~ ~ a~ a ~ ,5 SpmES1 aBE FtNi (PLMtT 20fc aF'lIE AtEA) MaS NiGBMCA , FT aa. Sli PO1S OR BARE ROOs ?3 W% aP: (PLANT sox aF THE AREA) NaS LOR• LOBELIA CAADMIALLS, CAflEX , FT 4a, 9L P'O1S OR BARE AODTS
~ . ~ `a REENWAY TRAIL ~ y , _ ; G it ~ • ~ , • ~ F ~ AL Fwv~t, snacu Ras FuLVA 407 Gorman St.
~ ~ , 4~~, °;a " _ • • • • ~ , • -THE FTALOYAIIG PLANTS s1aRD eE MLSTALLED MI OROIMNN6S 4 PT PLUS FROM THE PERNAN@IT POOL Suite 101
:II / ~ ~ f ` ~ sM ~A"r ~ aP ~ NEA) ~ ~ s Raleigh, North Carolina 27607 y. , ` 23 SIMiIONit1SS {PUMIT sOx O< RE NEA) PAIApIY VIiQAiIY 3 FT Qa,1 QIM.
/J ~ . 4 LII% oF: (PLANT sx aF THE AREA) MQaA ABBUTIFOUA, MlILTUM PLAIMDAFMM s FF Qa, s oAL
NEW ~ ~ + • • • AFD fgIOKEBEARY, FIARIDA AtA9E • . 1s LE( oP: (PLANT 15x OF THE AREA) ROSA PALUSrRL4, CORMIS SEA 'FLAVRAtEA', 3 FT aa, i oT: Olt, oAL 919-833-7336
a ~ WETLAND / / k ~ q, ~ r / ~ _ ' ' • . ~ , swANP ROSE; YELLON51E11 OOCNT,OD, CEPHALANiFMrs OCCDB,TAtLS, coANUS sERILEEA (1 suT,, Fax: [phone]
f " ~ ~ "ms'"'s s Fr ~ °R 1 ~ wrvw.bbmassociates.com
* JOE-PYE NkED r 11 LN% aF PLANT ,Ox OF THE AREA) HYNENOCAWS OCCDEtITAIrs, ASTER 2 FT OA, 9l P015 D 1 OT.
:I. ~ ~ a/. IJJ . ~ ~ ~ ~ . ~ , PERMANENT POOL ~ ~ ~ • ` / ~ { 4. ~ I ~ J a ( o f ~Y' l,Ogp,1~A"D ASTER NOYAE-A?RXtAE: LOBEw SM~IN<L11CA
~M1t+ .iWo 2. if '~J 2 eALB crPIE~ (t TREE/tao LP aP PeatANFllfr POa.) TA,mOMMt 015ilaMIN ,o cCAI.. poo NDF PtANF aN BIII~
~ o ti l e q y'~ ,l. J ~ e s IbUER RA~F10 (,1RBE/loo IF OF PEIaIAttBtf Pop.) N1SA AawiCll ,o oN. (00 NOT PLANE ql WIY) nN'AMIAII FAMHMi / FLODDPLAN ffARACE
yW ~ 'r "%w4"o y . a 0 r Y'' r • RIPARUIN PRMR,'E FLOODPI.AIN TEIatACE AREAS TO eE EsrA~BIISIIkD BY 11E PLANRNfS t1SED BELON! ' JJ -RE FOILOWM(Ri PLANBTpSMStIOUID BE pISTAIIED IN fMiO11PM10S t FT aR MORE ABOVE THE PEItlAAIENT POOL
l 1 yr• V' / b, I
~"(r ~ S~Nk~T~PEPPEA&1SN,Y~CI~i1lD~) ~OPIll1FOW~RS~RF1tti sFTaO,3ON. ``,,~Vt111~IIiIlrrrrr,'
~ i_`=. ~ PERMANENT POOL 'M"EBA'~ ,~~,NCARO~
a t J~ r „ ~F TNL BL~aNO~STAR 5PK,ATA, BAPiISTEApM~SE11M1 NYE11AlE. wTFSS 2 PF a0r 9i PaiS m, aL ~`~0~ ~~SS / •'ti.•%{9';
~ ~ / ~ ~ J ~ ~ ~ , / t 1 zl wt~(PUSr~ uEA) P,u ~cAiut, A oERUa>N ,s• aa. ~uu Pas : Q~ L~
~ s uut oF•uNr sx aF nE ~ ~A. H,ruAWEUS vmNrws a Fi ac, s sa. - ~ / ,rAx NDaHU. wlrcN i
' tiNETLAN D : "h' ` 2 AnTR eMtnl TREE/a0 LF a PFAYANBit .x ~ e D BE SDSAARED BYRE (4) SIMFET iRE~ PRO'01tD %~Y~q e~• (•~i•I~GI
:;d / E~ x,::`41 a ~ 2 IILOM ONt (i 1REE/aD LF OF PEAYNBIT i'OQ.) i~~ ~ ~V ' ~ 3 sYDA?1pE (1 TREE/aO u aP PDaAFDrt PoaL) PLATANUS apmrx,s 10 aAL (oo Nor PLANT aN oNl) ~i, Ibl, NIP
~ ~-rrNtllt?tlllt~~~4.~6.ag
Vii: ~ ,r . ~ ~ ~ ~ ~ :11 a N ; ~ 1 1 CAF ~E~1AF~AB ~HAYE BEEN FRONDED M AREAS OUISDE OF THE RPAAWI F1aNCE DBE TO THE LMNiED AREA AYAMABIE FT>R
~ ~ i :l1 ~ • ~ y 1 GREENWAY TRAIL up.rrD sLaPES, asuao~r 1 ~ t1PwlD rsoFEH / EueAwaENr AREAS in BE ESTABLrsFN:D BY RE PLa11RIN,S tsTED BETDRt
~.w .3 ; ~ , 11 .~fi r.~ i , , li / / -iHE FTMlOWMRi PLANTS SIIOIMB BE MISTALIED Mi ORdIPINIrs MI AREAS iNAT RARELY OR NEVMR FLOOD.
..w, ~ ~ ~ i ~ ~ ~ O ; II 1 I m ~ aF: (PUNT seal a RE w1~eEAaA cAFAluas, Boumw CRAaus, w ac. suu Pos :Il I, • ~ 1 PMIK MINR.Y GRASS a tNTS01NT0 CRASS (POP EROtrsosTrs SPECTABM,S, PANNMNI NRDATUY,
} ~ I ~ aF oAa, PURPLE LOVE GRASS, SIIIRM,ARASS, ANDROP00011 GERARDM 5, ; II : 1 ~ r ~ 1f T(itD~~ F MM~ANT~ oA~NDMMEARLY RILD~, ANUS AFIOwTiCA, eUOOIEA 2 FT aa, sl Pos T0, oT:
1 •5.• :a. ~ a tl y 1 ~ BUTTERFLY BU91 ~
" ~ , . • ~ II: / .p~.
"1 F / :a: 'lJ:; ' • . "h, • 71 E PLANT 20% Q~ ) EC ~P~UAPItREM OMNtA LINOtEJM[AI, Y Ff aC, SIL P015 TD, IR
RETAINING WALL .~1, t1~•. 9 , 1 1y ~ CORt~LDVER BUTIEAFIIES, a / B RED BID (PLANE ~ OP 1NE AREA) 0?tpS CANADD6IS 16 FT aO, a QAI.
`t ~ 1 B RIIRIEBEE {PLANT Mx aP iNE AREA) CHpOVRIDS vMIpMp15 1a FT oa, S ou.
~ .a•• , : , 1 s E RED crwx r~ u of TxE P~ PooW ti ,o au. (o01aT awr aN „P ; . ; E : • ; ~ ~ ~ 3 IOBIDLI.Y PME n 1REE/a0 If OF THE PFR1L POOL) PMMLR TAFDA ,0 OAL (OG NOr PLANE ON OAY)
i ~ ~ . ; . ? ~ 1 ~ Jf 2 MIME OAK p TAFE/ID lF OF PERLYVEIR POOL) OlxAprs MBA 10 QAI. (00 Nor PLANT qt DNI)
POND WETLAND PLANTING LAYOUT ~ ~ :::~^..I,;.
~ ' ' ~ POND 1 WETLAND LANDSCAPE CALCULATIONS
SCALE: 1 30 ~ j~ ~ ~~r r LOW MARSH
~ '~w~, ; ; ~ ~ f ° PERMANENT POOL =445 LF U i
CONSTr?UCTED PCND WETLAND PLANT UST 1 PLANTS RE 'D: 1 PLT PER 3 LF F - Q 0 P. POOL - 148 I-•~
twoE an. coYYaN ~ sca~mc ru?a oErus ~ : ~ POND I WETLAND LANDSCAPE CALCULATIONS 1 ' f ~ a ~ , ~ r NIGH MARSH
LOR YARSII % Low MARSH AREAS TD eE ESTABLISHED BY THE PLANiNFOS LISTED BE1.O?P, LOW MARSH 1 ' f ° PERMANENT POOL = 528 LF ^
-tHE FaLLOx1NO PLAN15 sIaND eE PoAHIFD IN sRalPlxs tMiINN t1E SHAtLD~M AREAS AlO uP TO 1 FT. ABOVE 111E PERMANENT Poa. PERMANENT POOL = 322 LF r PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 148
xx PN7110AAL EFED PLAIrt xali aF tHE AREA) PaREDONA OORaVTA ~ ~ ac. ~ ~ ~ crams PLANTS REQ'D: 1 PLT PER 3 LF PF P. POOL = 108 ~ ~ f f TREES REQ'D: 1 TREE PER 100 LF OF P. POOL = 5 Z
27 SNFET RAIi (PLAHr s7Dt GF RE ARFA) ACOiNrs GNNNrs ~ ~ aa, SIL Pars at BME Rar1S ~ 17 DUCK POTA10 1SX OT ilE AR7iA SMiMTAPoA LA1FdU 1 FT 0.C, SY. POLS OR BME 80015 J~ r ~ ?',~l ! RIPARIAN FRINGE (10,366 SF) O W
s1aPm Sr~EEr RAa 1o7i ~ THE AREA A00RU5 CALAYUS vARI:GAlUS + a ac, sY. Pars aR BaE R001S HIGH MARSH . ` PLANTS REQ D: 1 PLT PER 100 SF = 104
s3 urs aF: 3ox aF THE AREA) sAURURUS caBNUS, SACCITARIA LAHCFOIIA• 1HNU + FT aa, SIL Pots oR BARE nark PERMANENT POOL = 322 LF LIZARD TAR., NARROW LEAF ARnaYAIEAD. DEALBATA, Stli0EtlaPLEC1U5 TABEANAEMOIITMM i PorAmY THALU~ saFr-s1E>a PLANTS REQ D: 1 PLT PER 3 LF FO P. POOL = 108 f TREES REQ'D: 1 TREE PER 80 LF OF P. POOL = 6 a 1
HGN YARSH TREES REQ'D: 1 TREE PER 100 LF OF P. POOL = 4 r O O C ~ UPLAND SLOPESjEMBANKMENT (8,831 SF)
• HNiH MARSH AREAS tD BE ESTAtNJSIED BY 111E PLAiITN1OS USiED BEI.OIR o PLANTS REQ'D: 1 PLT PER 25 SF = 353 ~ l
-1HE FOLLOMMEO PLANTS SH0111D BE ILSULLFD N CRd1PNFOS 1 Fr. ABOVE THE PEAMAEIQR POOL 1D APPNOlOMA1FIY 3 Ft NaA1N). I RIPARIAN FRINGE (7,411 SF) x7 SaFr Russ ~ saei aF 11E AAFA) JDNL+IS EFFUSES ' Fr oa, Sa Pars BNE Rar1s PLANTS REQ'D: 1 PLT PER 100 SF = 75 ` ~ TREES REQ'D: 1 TREE PER 60 LF OF P. POOL = 8 ~ F~
souAlew ~ RAO pIANr ~7i aF AE 1RFA) Fls VFO11cA + Fr aa, SIL Pars oA BNE R0015
17 ~ a; ~ ~ aF ~ AREA) ~ ,aR Laeau ~„AU5• cA~1c , ~ ~ ~ aR ~ aar>s TREES REQ'D: 1 TREE PER 80 LF OF P. POOL = 4 NOR71EFI1 BLUE FLAG CARDNNY. FLONETL SiRICTA, NNS FIN.VA h+•i
TUSSOCK SEDGE. COPPER NN5 FauDxlNO PLANTS s1axD ~ ~ w 4 ~ Plus FRaLI ~ PERUANENT Paa. UPLAND SLOPES EMBANKMENT (5,610 SF) Y ~ ^f+~l
n NlG?IA sIEE1S?NIE (PUwE Lei aF 7HE AIEA) nEA titer 4 ~ aa, a aY. PLANTS REQ'D: 1 PLT PER 25 SF = 224 _
n swraNneASS (PLLANr ~mr aF TIE NEA) wwall 1tA0A1U11 a ~ oa• 1 oN. TREES REQ'D: t TREE PER 80 LF OF P. POOL = 6 U~ A
{PLANT S>< aF RE Ate,) ARgNA ARBUIN:pL~ N1H7UM FtDRnNNAY ° ~ POND WE TLA N D RE01 cF1oNEBLRR,, FTDrsDA ANISE _TLAND PLANTING LAYOUT ~ ~
S ~ ~ 1 DOOYAOD, ~CEPHA ANi~fNOLTALLSCOAIIUS~~ J aC, t QT. qt 1 CAL 11 - 7i
SCALE: 1 - ENIIIONBUSH, rEt7osIER ooowDar e MI% oF: 1o7c DF RE AnEA)) HNNSCUS MostxlEUTas, HEtJAN11N1S ANGUSnFOU11s; 3 Pr aa,1 GL GR 11LAt. 1 " = 30' v~ ~
MARSH ~ SWNIP SUNFI.OAER, EIIPAT0INADFIPINIS FiS1111.OSLIS JOE-PYE NEID
d Mpf OF: 10% OF 1HE AREA) HYMFNOCAWS OCCIDERTALIS• ASTFtt 2 FT aa• sw POTS 701 GT. SPIDER LLY, NEVI ENGLAND ASTER, NOVAE-ANO!!AE LOBflIA SENMJiICA V ~ ~ Z
GREAT BLUE LOBELIA w
2 BALD cIPItSS (1 tREE/to0 LF OF Pk10ulE11r POpJ TA710DEM 051IC11A1 10 ON. (ar NOT RANT 011 DAY) • 2 MAZER IUPFLO h 1AFE/100 LF ai PBNIANFRT POOu NYSSA AOUAAG f0 OAL (ar NOT RANT oN DAY)
11PAPoAN FARCE / FL000P1AN1 1FARACE W
RFAAIAN FiNNIE FLOODPI.AM TERRACE AREAS 10 BE ESTABLISHED BY 111E PLANiNE05 Lrs1ED BELOM! -TIE Fa1.DxINl PLANTS s1LAnD BE NISTALIED W pN1IIPINU 1 FT aR MORE ABOVE RE PERMANENT Poa.. a
46 Mql OF:p~ OF RE AREA) FoTnETNILLA cARDENN. 6 R aC, J CAL
sxEEr TATaI A1DER, PNYSOCARPUS OPINIFOInI& NEIL GUBRA NMEBARX• Nt~AItY
B Mqt OF: (PLANT 1070 OF THE ARFJI) d1Ng151EtNMS, EQUISERIM HYEIIALE, tlATltlS 2 FT Qa, SIT. POTS T010T. PAiN RUSH. HOR57ETAN. BLAZNIO SEAR SPICATA, BAP115G N8A
NTN1E MI.D NiDIGO 16 MIX DF: {PLANT xOFr OF 111E AREA) PAIGCW VIROATUH, AHDROPOOOiI GERARDN 1tl' aC. SMNL POiS
SIRTCIIGRASS, BNi eulESTELI 4 MqI OR S% OF THE AREA MYRICA CEINFERA, HAAIAMEIIS VERNAUS 6 iF QC, J QN. ISSUE SEQUENCE
WA1f M~iTLE~ VERNAL YATg1 NA~
1 AnER ~I {1 TAFE/GO tF D:' PERIINfAt POOL) BERNA NIRA 10 CN. (00 NOT PINK OII DAY) + NNLOR OAK (1 RBE/eD ff of PERIINEIIT Po01) QUERQIS PII]lOS 10 CAL (ar Nor PLANE ON DAY) NO DATE DESCRIPTION
• 2 sTDAYaE {1 TREE/s0 LF aF PEAlalort PaoL) PUTNIrs OCCBBRAUS 10 GN. (DD Not PLANT p1 DAM) 9 24 071SSUE FOR CONSTRUCTION
• RE APPLICABLE TREES ABOVE HAVE BEEN PROVgED NF AREAS OUISNIE aF RE RPARIAN FRNxE DUE 1O THE LNRiED AREA AVALABLE FOR THE NFSTAL.AlION OF URCE TREE'S
uPUJ1D SCOFFS, ELIBA110~ETFT
UPLAND SLOPES / ELIBANIOAERT AREAS TO BE ESTABLISHED BY THE PIANINFG6 LI51ED BElONt
/ / -THE Fg10YIN0 PLANTS SHOULD BE NFSTAILED MI 6ROUPNNiS IN MEAS 1NAT RARELY OR NEVER FLOOD. 11x MI% aF (PLAHr soli of RE AREA) MIRN.EtIBFRdA CAPAWGS, BOUIEI.W cRAaus• Rr aC, SYNC P0~
PMNf MINN.Y GRASS t M09g111O CRASS (TOP ANDN PANNSIM VNOAIUM, ~DN1A PURPLE LOVE ~SYGTCIECRASS,
~6 Mqf OF ,r}P_L_ANT 20>< OF 1NE AREA)) ROSH 'NEARLY NND', AHUS AROMA7ICA, BUDDLEIA 2 FT aC. SLL PO1S T010T. NEARLY 11Rl7 R06E, FRAGRANT SULihC, DAVDN BUTP:NFLY BUSH
A6 MqI OF: (PLANT xOX OF 'DIE AREA)) ~ EGINIACEA PURPUAEA QMIRA UNDIIEI~EI0. 2 FT aa, SLL PO15 To 10L
PURPLE L`OtEFLOYAR, 1YMAlMF6 ENf11Ei1F7JE5, CEIITAUREA SPP. CORNFIANER
• G RED 811D 4FUNT mi of THE AREA) CB1CS CANAOBat4 is FT aa. S 0AL
• B F1NIIit1RBt ~ 5N aF BE AREA) dlplAllAlrs VROIMIEi u FE aC, S GN. • 2 E PFD OEDAR (17EE/tl0 tF OF 1NE PERM. POOL) JJNPEAUS NINIIANA 10 GM. (OO NOT PINiT DN DNQ
2 LOELDLLY PIE (11RFE{NO IF OF THE PFRLL POOL) PINTS TAEDA NI GAL. {DO NDT PLNIf dl DAY)
• x 1NIIE OAK >IEF/ao EF ff PQWN~iT POpa OG9Idrs RIBA 1o GAL poo Nor PLAIFf ON oAY)
* See Sheet C5.5 for Pond Wetland Plantin Schedule and Guidelines. ~ 9 The el~tottNroe below aertlry that thb sheet has tNren I'eVleWed and ap~oved edgily PONDiWETLAND px the certlflcatkrl etgned an the aawr sheet at these aanetructbn plane. Ll 11 `I lJ S CAl 11 `I G
N N - E,~hear~9 Data Publk Warke _ EnY. Prograaw Data DETAILS
1. NO TREES OR SHRUBS TO BE PLANTED IN PUBLIC EASEMENTS. GRASSES AND GROUNDCOVERS ONLY ALLOWED IN THESE AREAS. CAI - Trmeportatkn Date- Plaimfng Data
2. HYDRO-SEEDING, HYDRO-MULCHING, OR JUTE MATTING MAY BE REQUIRED ON SOME STEEPER SLOPES FOR CU - BuTdhe Inapectiane. Dats Plann6g - Traneportatkn Dote ~
INITIAL STABILIZATION. PuNk WaAu -Water/Seer Dale t1ro Oote
3. NATIVE GRASS AREAS SHOULD BE MAINTAINED AND KEPT CLEAR OF WOODY VEGETATION. Public woks - Socisic Date Pwks. Rea tion & Cultural Res Date
4. LANDSCAPE CONTRACTOR TO CONTACT TOWN OF APEX INSPECTIONS DEPARTMT PRIOR TO BEQNNING
DISTALLATION OF POI /ME'ILANO PLANTINGS. PROJECT NO.: AFD001.000 Public Waft - S&E Date DESIGNED BY: JEA
CHECKED BY: AMM
DATE: 02/05/07

~ ~ 1`I
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/ ~ ~,i r? 1 1 1 j, 1 1 , ~ . n~ e 11 1 ~ o ~ ~ ° / 3 INB1E aec (11REE/b0 ff OF PERYANBEf Peal) penars NBA 10 GAL (00 Nor RANT aN DAY)
/ a,, ~ ~ 1 1 1 it 1 5 ~ 11 ~ ~ ? l
5 /3 ~ I l a' a l U, }I ~ s~~ 'r' ° POND 1 WETLAND LANDSCAPE CALCULATIONS
POND WETLAND PLANTING LAYOUT 1~ ~
SCALE: 1 = 30 ia~,, '~1 '1~ ~ LOW PERM NENT POOL = 638 LF
l::° :•9~ ~ ~1 • ~ ~ ' ' ~ PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 319
6 ~ N, .C 9 CONSTRUCTED POND NEILAND PLANT 11ST 1 ~ ~ 1• , a
~ CODE QiY. COIA1011 NIAE SCEN1i1C NAPE DETAAS 1 ~ (i ~ :;e: i( r' ~P`. PERMANENT POOL = 638 LF . °
POND l WETLAND LANDSCAPE CALCULATIONS :1:, : ; , • , ~ ~mrwwsx 1 ~ ~ ~ r9 e~. a / PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 319 ~
~I LOW MARSH AREAS 1D BE ESTABUSI1m BY 111E PLAN1ACOS L151ED BELOW. LOW MARSH 1 f ~ TREES REO'D: 1 TREE PER 100 LF OF P. POOL = 6
_ :111' . , i tHE FaLLON1NC P<""'s s1oLRD eE PLANIEG w GROUPN7G6 TA11LN) 111E sHUtDW AREAS A1q LP 10 1 FT. ABOVE tNE PE70AANE1IT POOL PERMANENT POOL = 584 LF ' _ . p' Jo PKtORAL NEED (PLANT tax OF 71E AREA) POIIIEGETaII CORDATA 1 FT 0.C. Sll PO1S OR BRIE RDO1S r _ 1 • f , q;; / ~ ~ i • P' ~ RIPARIAN FRINGE (12,503 SF) Z ~~11
~ SN~r ~ ~ ~ ~ Ass cMAws t ~ ~ ~ ~ ~ awRE Rows PLANTS REQ D: 1 PLT PER 3 LF OF P. POOL - 195 t . : :1a i PLANTS REQ'D: i PLT PER 100 SF = 125 ~ ~ ~1
Zo OUIX POTATO taX OF 1H: AREA SAGGITNW LA1F0W T FP 0.C, SY~ PO15 OR BRAE 80015 ~ , ; : Y' ~ ' % 20 SAtPED SNEET flA0 101 ff 111E AREA ACORUS CWIMIS YNm2At11i 1 FT O.C. SIL PO1S OR BNE AOO1S 1 ; :C; 1 ; ..i• ' f % TREES REQ'D: 1 TREE PER BO LF P. POOL = 8
- s9 Mqc oF: (PLANT sole aP THE AREA) SAURURUS CEARRIS SAGGITARIA tANCWDIJA, tHALIA i Fr oe, sIL P'O15 aR BRAE RDO1S PERMANENT POOL - 584 LF 1 ; • ; , j%:.' ~!1 ~ %
LILUm TAR., NARROW LEAF ARROAIEAO, oEUBATA, SCI10EtOPlEC1U5 TABERNAEM011TAN PLANTS REQ'D: 1 PLT PER 3 LF OF P. POOL = 195 .d~: •j4" PoxoFRV 11GwA. SaF1 star elxRUSt1 r ; 1 : ~ , i;/ ~ ~ UPLAND SLOPES/EMBANKMENT (27,536 SF)
HANI IIARSN TREES REQ D: 1 TREE PER 100 LF PF P. POOL = 6 • 1NGN MARSH AREAS 1O BE ESRABUSEIED BY 711E PLAN1MtcS LtS1ED BELOIM ~ :Y: /r PLANTS REQ D. t PLT PER 25 SF = 1,100 a ~ % a ~ TREES RE4'D: 1 TREE PER 60 LF OF P. POOL = 11 Q D
-1HE FCLLONAtO PW115 SHOIAD BE AtSTAIIED W GROUPRiGS 1 FT. ABOVE THE PERMANENT POOL TO APPROIOIbVTfs.Y s FT MR.AND. o RIPARIAN FRINGE (12,204 SF) ~
~ ~ ~""r 60X ~ ~ 'L"~ E ' ~ aa' ~ ~ eA~ Raors PLANTS REQ'D: 1 PLT PER 100 SF = 122 ° r r % ~ ~ i W ~ ~c x % ww~
20 aaBnLEA1 eLUE HAG pILAKr tax aF 11E AREq LNIS NRaBAra 1 FT aa, SIL Pots oR BxLE RD015 , Ns5 LOBELA cAROBtALU, GA+ma 1 PTTL sw. PotS oR BARE Rows TREES REQ D: 1 TREE PER 80 LF OF P. POOL = 7 ~ ~ • k' 2B Mac aF: (PLANT sox aF DLE AREA VERSK>,LOR, a, t° % Q ~ ~a~
NOR111k1iN BLUE FLAG CAAOBtAI. SIACTA, EaS FUWA d. < t i 1 % ~ w
10468 SF ~ ~ i PLAN1s spun ~ ~ ~ 4 ~ Plus FROM ~ Poa. UPLAND SLOPES/EMBANKMENT ( ) , i % ~ ~ ~ ~ ~
zo NgfilA sNELTSPIE (PUNT sox of na: AREA) ~ Nrs~AC11 4 FT aa, s GAL PLANTS REQ'D: 1 PLT PER 25 SF = 419 i;+' ~ i zo SAra (PLANr sax aF t1E AREA) vwAaR1 NR0.1AY s Fr aa,1 sA1 TREES REQ'D: 1 TREE PER 60 LF OF P. POOL = 10 $ ' % ~
F,Yr a Mac OF: (PLANT a1P aF 111E AREA) AR01NA ARBUIiOLIA, LLlCllll PLORIOANIILI a FT ac, s oa. ' ~ ~ ~d. i ~ ~ U~ A % ~
RED gIaKEBERRi; FLORIDA AHISE 1a M1X aF (PLANT tax aF 111E AREA ROSH PALtIS1RIS, car0us SFRICEA 17ANRAMEA, 3 Fr aa.1 i 0N. ~
SWAMP ROSE, YEilONTc1ELl oo~ OD+HALANDRIS OCCAEN'TAUS, COANUS SEAICEA ~ ~ ~ / AE0061kA DOGWOOD ~ ~ ~ ~ ~ % ~ / ~
10 MI% OF: 10% OF' 1HE AREA)) HIBLSCXIS MOSCHFJITOS. 11ELIAN11R1S ANWSIIFOLNIS, s ET 0.C., t QT. OR i OAL MARSH ~ SYAAMP SINtFI.ONER, EUPATORIADE1P11US FRi11110611S ~ ~
JOE-P1E NNEFD 10 NNX ~ 1010E 111E AREA) HIINEItOCAILS OCCOEIITAIJ$ A~S1ER 2 FT 0.C, SN. PO1S 1010T. U ~ ~
SPNIER LLY NEVI ETNiLNp A51FR, NDYAE-ANaLIAF. LOBELA 5N~1A11110A POND WE TL A GRFJLT BLUE LOBELIA /WETLAND PLANTING LAYOUT w
3 BND CIPAESS h TAEE/LW ff aF PERMAIBNT POOL) 1AXOAIY OlSTNINIY 10 GN. (00 Nor PIANr aN DAII) fl
SCALE: 1 = • 3 WATER tUPEtO h iNFEJIOO LF aF PBiIINENT Po01J NYSSA AaIlA71CA 10 OAL (OO Nor PLANT aN AAw) RPAAUW PANGE / FLOODPtAN TERRACE 1" = 30' ~
RIPARIAN gtN1G£ FlOODPI.ANt 1ERRACE AREAS TO BE ESTABLI511FD BY 111E PLANTNIGS US1ED t1EL.0YA W
-1HE FOLLONaNO PlAN15 SHOULD BE NISGLIED NL GROUPEtOS 1 FT OR MORE ABOVE THE PERMANQIT POOL. a
>3 MIX aF sma oP DiE AREA) ALNiiOWV FOTHERGUA OAI~ENb a aC, 3 au. sNPEV P ~T NErcN AIDFR, PNYSOCAJtPIIS aPiRJFODUS NEIC cuBRA NNIFBARN. NNQIEARY H ~
12 Mac OF! (p~T 10x OP 111E AREA) JaNCUS mRaa, EQUISEIULI NYE]INE• LUIIRIS 2 FT 0.C, SY. POPS TO 1 OT.
PATH R0~1, HORSETNL, BlAa1NNi STAR, SPICATA, BMiISTA ALGA NI#1E NND AIgCO
24 Mac OF. (PLANT 201 OF 1NE AREA) PANKXAM VICOA7lNA, AIDROP00011 GEAARDII 1a' 0.C, 511ML POA SlM1CIIGRASS, 810 BulESlor
a MIX CIF.(PM,ANT Sx OF 1HE AREA) MYRKVI A. HAMAMEUS Vi]i1tA115 a FT 0.C, 3 ON. WAX LnR1LE, Vl]OIAi. NlTgl HAZEL ISSUE SEQUENCE
2 RLER BRCN (1 AEE/80 U aF PFAYNBiT Pooq BERAA NCRA 10 GY. (oo NOT PLANT aN DAIS N0. DATE DESCRIPTION
3 NBL01T OAK (1 AEE/aD LF OF PB?YAtENT POOL) gIERCUS PIEIIAS t0 oAL Q10 NOT PLANT 011 DAY)
• 2 S1,CAilORE (11RkE/eo V aF PEAYANINT Pool) PLA1,uus ooOBENTAt15 10 asrL. (DO Nor PLANt ON oAM} • D1E TREES ABOVE HAVE BEER PRONGED oL AREAS oulsoE aF n1E RIPARIAN FRNN~E DuE 1D THE LM1ED ALLOWABLE AREA AVAIAB<E POR 9 24 071S~JE FOR CONSIRUC110N
THE BISIALU1110N aF LARI8IREES.
Lwtulo SLOAES, E1ldANK1ENT
UPLAND SLOPES / EMBAiN0.1EtR AREAS 1118E ESTABLl91ED BY 111E PlAN1NIGS LISTED BElOYA / / -11E F0lL0YAN0 PLANTS SHOULD BE NtSTAIIm 0t OROIIMNGS Nt AREAS 1HAT RARELY OR NEVER FL00D.
21D LNX aF (PLANT aax aF 111E AREA) MIIIDtBERGA CAPALARL$ BOUIEI.OU GRACIUS, ta? aC, 9uLL P015 PINK MUILY dtASS a MOSCUIIO GRASS (TOP EROIILOSRS SPECTABIUS, PANKNIA NRGAAIM.
ADAM), PURPLE LOVE O ~SNIiCBIGRASS. cERAROI~
84 Mac 0Fi (~T 20x OF THE AAA) ROSH TtEAta.Y 1AD', ARTS AROMA7ICA BUGOIFJA 2 FT 0.C, SM. POR 10 I OT.
NEA~.Y KMD ROSE, FRAGUNT SIIIAC, DAVIDII BUiTE1iFLY BUSH
tk MOf OF: 201.0E 1HE AREA) ECHBIACEA PIlNP1IREA, OAURA U1DI1EMQ0, 2 fT a0. SIL POTS 10 t OE PURI+IE ~ NFNR11L0 8UT10lFUE5, CENTAAIREA SPP.
COANFl.ONER • 10 R®euD (PLANT ax OF tllE AREA) CERCS CNUOENSB iS Fi 0.C, s GN.
• 10 FRINEIREE piLAxr ax of 11E AREA) dapINIRNIS VIlGIICIS 1s Fi aa, S aa.
• 3 E AID O:DAR (i iREFfaO LF OA 1NE PEAL POOL) JUWERIIS VLTa1MANA 10 CAL (OD NOT PLANT ON DAY) 4 LGBLGLLY PIE p tRaEpo V CF 11E PERU POOL) PMTS rAEt1A m cN. (oo IKR PWR CN oAw)
• 3 NIIIE OAK n 1REE/a0 !F aF PFAIAl11aT PooU aGERaus ALGA f0 OAt. (OO NOT PLANT aN Gw)
* See Sheet C5.5 for Pond Wetland Plantin Schedule and Guidelines. ~ 9 The elgltataree blow aerUty that tha Sheet hoe been reMhtwed aed approved eddy POND/WETLAND
per the catiflcatbrl dgned on the cover sheet of these canetructlon plane. LAND S CAPll ~ G
P N M NC
- ~4 ~te ~aak wake _ ~Y. Gate DETAILS
1. NO TREES OR SHRUBS TO BE PLANTED IN PUBLIC EASEMENTS. GRASSES AND GROUNDCOVERS ONLY pA - Tranaportatkn Date Planning Oate
ALLOWED IN THESE AREAS.
CM - BuaEnq Napeetlane D°te. Planning - Tronepatalbn Oats ~
2. HYDRO-SEEDING HYDRO-MULCHING OR JUTE MATTING MAY BE REQUIRED ON SOME STEEPER SLOPES FOR INITIAL STABILIZATION.
P°Nk wake - Watar/Seeer Oate Flre p~
3. NATIVE GRASS AREAS SHOULD BE MAINTAINED AND KEPT CLEAR OF WOODY VEGETATION.
Public Walar - Ueoft Date Parke. Recreation rt Cultural Rea Date
4. LANDSCAPE CONTRACTOR TO CONTACT TOWN OF APEX NSPEC11oNS DEPARTANT PRIOR TO BEGINNDIG PROJECT NO.: AFD001.000
IWA LAIN OF POND/W 7LMD PLANTINGS. Public Warke - ME Dace DESIGNED BY: JEA
CHECKED BY: AMM DATE: 02/05/07