SW8111107_APPROVED PLANS_20111118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1\\\O-1
DOC TYPE
❑ CURRENT PERMIT
0 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o I l I► 18
YYYYMMDD
Id'G

DEVELOPMENT DATA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: NC HIGHWAY 172
SNEADS FERRY, NORTH CAROLINA
ONSLOW COUNTY
PROPERTY IDENTIFICATION # (PIN): 427901350679
PARCEL# 765-65.5
Dollar General Store
NC Hwy 172
Sneads Ferry, North Carolina
Onslow County
TENANT &DEVELOPER
Dollar General Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 21 O
Raleigh, NC 27609
[phone]
[phone] FX
gventers®vanguardpg.com
VANGUARD
PROPERTY GROUP
ZONING DISTRICT(S): HB (HIGHWAY BUSINESS)
OVERLAY DISTRICT: NONE
TOTAL SITE ACRES: 2.097 AC (91,367 SF)
INSIDE TOWN LIMITS: YES CIVIL ENGINEER
EXISTING USE: VACANT
PROPOSED BUILDING USE: RETAIL SALES
PROPOSED TOTAL BUILDING AREA 10,542 SF (8,492SF SALES FLOOR)
MAX. BUILDING HEIGHT:
35FT
MIN LOT AREA:
NONE
MIN LOT WIDTH:
45FT
FRONT SETBACK:
5OFT
REAR SETBACK:
25Fr
SIDE SETBACK:
20Fr
BUFFER: 5FT STREET BUFFER
OFF—STREET PARKING:
TOTAL REQUIRED: 26 (1 SPACE/40OSF GROSS FLOOR AREA)
TOTAL PROVIDED: 40
ACCESSIBLE SPACES PROVIDED: 2
LOADING AREA i REQUIRED
IMPERVIOUS AREA SUMMARY:
PROPOSED BUILDING:
10,542 SF
0.242 AC
11.5% OF SITE
PROPOSED SIDEWALK:
1,800 SF
0.041 AC
2.0% OF SITE
PROPOSED PAVEMENT:
21,970 SF
0.504 AC
24.0% OF SITE
PROPOSED IMPERVIOUS AREA
34,312 SF
0.787 AC
37.5% OF SITE
OPEN SPACE:
57,055 SF
1.31 AC
62.5% OF SITE
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
/ AYHtI 172
VICINITY MAP
NOT TO SCALE
INDEX TO SHEETS
SHEET # I DESCRIPTION
C-1
COVER SHEET
C-2
EXISTING CONDITIONS PLAN
C-3
SITE PLAN
C-4
GRADING AND DRAINAGE PLAN
C-5
EROSION CONTROL PLAN
C-6
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
C-8
CONSTRUCTION DETAILS
C-9
CONSTRUCTION DETAILS
C-10
STORMWATER MANAGEMENT DETAILS
C-11
LANDSCAPE PLAN
REVISIONS
G�?':J
,' 1I , ')'-w `Ve-/ 'Ire , - ^o
® NO. DATE DESCRIPTION
BEFORE YOU DIG This document, together with the concepts and designs presented
STOP herein, as an instrument of services, is intended only for the
specific purpose and client for which it was prepared. Reuse of
CALL 1 800 632-4949 and improper reliance on this document without written
N.C. ONE -CALL CDW authorization and adaptation by Triangle Site Design, PLLC shall be
D°S THE LAW_ without liability to Triangle Site Design, PLLC.
SHEET:
C-1
DATE:
OCTOBER 31, 2011
p4�•FESSip Zlelt
004031
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AS PER W W W W W W W W W W W W W W W W W W W W W W W MARCH
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CAUTIONARY NOTE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GDUMD EVIDENCE OR
INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS
PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE
ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHIN NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
DEMOLITION NOTES:
1. THE CONTRACTOR SILL FIELD VERIFY NO LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO OEMOILM
2. THE CONTRACTOR SHILL PERFORM DEMONgN ACIM14TIES AS NOTED NO SHOWN ON THESE PLANS AND AS DNECTFD BY TIE OTTER.
3. R WILL BE THE COHTRA(.'TOR'S RBPMM 'Y TO OBTAIN ANY PERMITS AND PAY FfFS REQUIRED FOR DEMOLITION AND HAUL -OFF
FROM THE APPROPRIATE AUTHORITIES.
4. THE CONTRACTOR SHLYL PREPARE ALL DOCUMENTS AND ACOUI E APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT
OF DEMOUTDN.
5. THE DEDIDION PLAT IS INTENDED TO DE ICT GENEIUL DEMOLITION AND URN WOW, T 6 NOT NOW TD DEIFY EACH
ETFIQIT OF DEMOLITION OR RUCKTION. CONTRACTOR SHALL GOOROI ITE WIN THE OWNER AND APPROPRIATE UINIY COMPANY
PRIOR TO WOW,
6. CONTRACTOR TO COMPLETELY MOM AND DEPOSE OF OFFSIIE N A LAWFUL MAKER EXISTING EIUU)NGS, NCLUDING FOU DATKI
AND ALL APP R N410ES LOCATED ON AND AROUND THE PROPERTY NCLDDNG BUT NOT LIMITED TO BODARDS, GAS HERDS, AIR
COMMKIP G UNITS, SIGNS, CITIES, sIOEWAlLS, ELECTRIC METERS, FENCING, M.
7. RUM AND DEPOSE OF ANY SEEWOM FENCES, STAIRS, WI FOUDA110TS, CONDURS, LIGHT POLE BASES, DEBRIS AND RIHB M
RECOILING REMOVAL FROM THE WOW AREA N M APPROVED LNOFLL.
8. REMOVE AND/OR PU)G OWN MUES SUCH AS SANTARY SEWER, WATER. GAS, ELECTRIC, AND TELEPHONE AS SHOWN. TFE
CONTRACTOR 6 R6PONME FOR CONTACTING EACH UTILITY COMPANY TO COORDFNLE REMOVAL OF ALL UTILITIES AND FOR
OETERWW H WONIA AND VETTIM LOCATORS OF UTILITIES PRIOR TO CXIINMNXNG WORK.
9. THE CONIRWFDR SIALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UIIIITY COMPANY TO CUT AND PLUG AU. SOW
PIPM AT THE STREET FINE OR MAN. AS REQIRED. OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SFIOWM ON THIS PLAN.
THE COMMAM S ALL FNESTICATE THE WE PRIOR TO BIDDWO TO DETERMINE THE DDEND OF SOW PFNG TO BE REMOVED,
CUT OR PLUM.
10. THE CONTRACTOR SHILL L AFFANM FOR RESEITW OF CURB BOXES, VALVE BOXES NO REMOVAL NO/OR RELOCATION OF OYE6EAD
UBUUS AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
11. NSIALL ALL OWN AND SEDIMENT CONTROL OEICES AND TREE PROTECTION PRIOR TO BEGINNING OEMDUIION WORK.
12. THE CONTRACTOR S TESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN N RACE.
13. 7HE OXNTRACTOR SFWL TARO: ALL PRECAUTIONS TO AVOID UNNECESSARY OHMAGE M EXISM ROAD SURFACE FINISH SURFACE
TO BE REMOVED OR DEMOLSIED SHALL BE CUT ALONG LINES OF JONIS WHICH WILL PENT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT MERFACE OF PAVOW OR CURB TO ROOK. SAWCUT COSTING PAVEMTIT.
15. ALL OWN TIES TO REMUN WHICH ARE DAMAGED WRING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGNUL CONDNION AT THE
SOLE EXPENSE OF THE CONLRACWR.
16. DO NOT INTERRUPT DOSING UR111ES SERWCNG FACILITIES OCCUPIED NO USED BY THE (MINER OR OARING OCCIFFD
FIOlMtS EXCEPT MI#N SUCH NIERRUPIIONS HAVE BEIi ARHORQED N MRTIWD BY THE OWNER AMD E LILM�IL WMCIPN111ES.
INTERRUPTIONS SFIALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE M BEEN PROVIDED.
17. SHOULD ANY U11(HIR1ED OR &CORRECTLY CHWED DOW PIPING OR OTHER UIILDY' ,UICOVEED1E, EXCAVAI CONSULT
THE EN I?W MEDLATLY FOR DIRECTIONS BEFORE PROCEECNG RIMER WITH WORK IN THIS AREA
1a ASBESLOS OR HLADOUS IARMATERIAL IF FOLIO ON SIZE, S IAL BE REMOVED BY A LICESLD MATERIAL CONTIVCIpI.
19. THE FROPERIY SELLER SHALL PUMP OUT WON FUEL, GREASE TRAPS, AND WASTE OIL TMKS (IF ANr fICO1W11EAED) ANTI
REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY M APPROPRIATELY LICENSED WASTE a IHAaING N STRICT
A;CM14CE WITH FEDERAL. AND STATE REOIAREIDITS BUM CONSTRICTION BEGINS.
20. TW CONTRACTOR %U PROPERLY AND LEGALLY OPPOSE OF ALL DEMOLITION DFDPoS OFF OF THE SITE L 4'�
e� � G
TREES TO BE REMOVED N-
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D.B. 1345, P. 139 / / � � �' / y�r _.- Dr- -^ V,1
ZONED: HB / � 1 " a FO - N ING: 0109.51 W
TAX PARCEL 765-65 6 / / - ` - ��_� EASTING: *749etr
' WN: 48.5' LSD
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WETLAND LINE TABLE
LKi
Lam
CAMOV
Li
84.09,
S61757/w
L2
42.69'
S73'47'12w
L3
29.43'
A62'49WV
L4
3219'
S3931'167F'
L5
37.03'
S0745'13TY
L6
42.06'
28W'16'W
L7
24.M'
N775131TF
L8
25.06'
NIT49'42'W
L9
4177'
MI
L10
31.34'
N1278'49TF
L11
39.85'
N1T31'15TF
L12
mv,
N2E387/v
L13
V-71,
N51'46'069F
DEMOLITION LEGEND
11
110
10000�00 100 c c 1: '.3 l m
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BENCHMARK: NGS "SIGNS"
NORTHING: 295109.51
EASING: 2473901.31
ELEVATION: 48.5'
HORIZONTAL DATUM: NAD 83 (2007)
VERTICAL DATUM: NAVD 88
SURVEY NOTE:
ALL DDSTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SUREY PREPARED BY: CHARLES F. RIGGS & ASSOCIATES, INC.
THIS SITE IS NOT IN A FLOOD ZONE AS PER ONSLOW COUNTY FELLA
PAN0.1370340 3720427900J WITH M EFFECTIVE DATE OF NOVEMBER 3, 2005.
m
1 NCH = 25 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE JP-0619
SEAL:
CARO
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SEAL
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OWNER/DEVELOPER:
3900 Me FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2604 fa
gventen*vanguardpg.com
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAINING BY:
MEL
DATE:
10/31/11
JOB NUMBER:
004031
TITLE.
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
COMMENTS:
e

KEY NOTES:
NOW OR FORMERLY .N. TRAFFIC CONTROL NOTES:
—.-• ,,, W � of 11E NORTH CARUIR DEPARIIEIR OF iRNISPONON (tOOW) AIMBEIST xWElm AT (FAST 24 IIOUIS TOPRIOR
TLAEC, LLC �W W r O7 CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
TRIM NO BE MNFRAIED AT ALL ONES NO 1PNFIC CONTROL NO COMPLY WIW THE MAMAM. OF L WOW TRAFFIC CONIROL OEMCES
D. B. 3235, P. 261 W W w (M ICO) AM Will 7W WNW EUIION OF TIE MWOT SIgOA05 NO WECEIfIOIO115.
. HB W W y W W W W W W W O CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
ZONED
2 SHEET C-7 ALL LANES OF TRAFFIC ME TO BE OPEN UWNG 1W WAS OF &00 AM TO 900 AM NO FROM 400 IN TO MDO RL A MNMUM OF ONE
TAX PARCEL: 765-65.5 y W W W W W W W W W L y 404 WETLANDS DELINEATION EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7 12-f°0f LANE awl DE IWRAIED N ALL INAM
40 AS PER WL ROOwY =6 SAM AM ro BE RENOWD W= WNSINILION ARE ro TE REINSTALLED IS SOON AS POSSOE
W W W W ✓ w W W • W W W U.S. ARMY CORPS OF ENGINEERS O ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL mm NON am mum mwmDIR Ism BE FIRED As cLm m 11E NCR OF wN UE As PDssm Mo BE PmPERY H1/NMCw
+� W W .Y W W W W W J• J• W W J+ W W W W W W .v SHEET C-7 N oIOER TO PRBENI MY EDLIPM00 COMMON WRIN THE ISMAEL LATE.
404 WETLANDS DELINEATION W 31s.44' Ste_ ACTION ID: 2006 00493
W W J• J• J• W W V W W W W •Y W W W W W W W W W 0 STANDARD DUTY PAVEMENT ALL CONIR/CIW6 0010 TRIM( WARN STAE RCII OF RAY ARE ro 119E A COPY OF IIESE PLAINS AIM TIE ,TDB SITE
LA MARCH 2, 2009 t7lII� HEAVY DUTY PAVEMENT
a W W W W W W W w W W W W W W W -•i'� W W W W �v W W NEN Pm$g1EL NO mIAMNE TIE NRN 5 OF /N OPEN IRMFL I//E, THE COIOItlC1UE jMN1 pD'3E TIE DPFN jRNFE, INE /UM[F]IE
\ ® NCDOT PAVEMENT SECTION m THE WIN AREA US K APPROPRAIE 7R FiIC CONTROL MEW NO MEEIODs LIAM WORK N INFO WA 15 PROECTED R( BAnNFR OR
MY CORPS OF ENGINEERS ��—cMLvmMa
ID: 2006 00493awW W W W W J W W W Y W W W W W -V� W J W W W W W W W W W HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7 TIE OOIRR147m 91AL MR NpN SIIN1)[AM 3Y ON BM SKS OF NI OPEN 7RNFL RAY NRNI 11E SW LOCATION ON A TWMANE2, 2009 W W W W W W J W W W W J W W W W W Y J W J W W J \J W W ]ND -WAY NMa
W W W W W J• W W J+ W W .Y W •1• W W _m W J• W W J• W W W W W W W J• W W J• \ W W O BOLLARD - SEE DETAIL SHEET C-8 THE WONSAN 1.009111 OF AWE CIOSLK ON TIE PROM SHALL BE ONE ML& EEiWIIED FROM THE DDiIM OF IW Me" THEN M NNE
W J• J• W J• J. W W W W J• •Y W W W J. '�� W W W W W W J• J. J• W J• J+ W W W J• W W •1� W W END OFTHE LANE
dDSLAE
313.10' ` O CONCRETE LIGHT POLE BASE 7W CO RMCIUR 9ML BACIOIL AT &1 SIM UP ro THE EDGE MO BEwTON OF COSMIC PMELOR N ARBAS ADRCELNT ro M 090
W W W W W W W W W J• •✓ W J• W W W,�'W W W W J• W W W W W W W W ((�''•--���•Y J• W J• •Y W J• W W .Y TRAIR LANE THAT HAS A OROP-OFF OF MOM THAN j•
W W •Y W J• J• W W W J• W W Y• W W W �� W W W W W W W J• W W W W W W \W _ WETLANDS W W W W W W\ J W W AREA FOR
PACKAGED
UNITS. ETT O CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING. NRAIL Is REAM D SHALL BE AT NO VFW TO IRE ONIOL
` �W W W W W W W W W W J• J W W� W W W W W J• J LL• W W W W J• W W •Y W \\ J• W W W W W W W W W w REFER TO MECHANICAL DRAWINGS
W RE WSW INEIEMIIONI &INEELI OPENLYES 61RIFFIC SHALL
L BE .
W\ W W J• W W .Y W W W J• / �d W W W W J• W J• W W W W W W W W W W W W W W W W W W W J• W W FOR ADDRIONAL INFORMATION. Og DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
V�_ J• W W W W W W �.- "� W W W W W W W W W W W W W W J• W W W W W W W W W W W W W W W W �. , THE HVAC PAD IS TO BE NEA LANE tlD9D6 ARE NOT IN ERECT, CIWWIIDO OEMCES IN WOW AIM MU BE 9iYCM NO QUM I TAN 1MICE 11E POOLED
CONSTRUCTED OF: 5' 3,000 P51 L
1 OCO' LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT -SEE DETAIL SHEEP C-7. SPEED UW. EXCEPT 10' Ox-Cf1 U INRAIL NO 9MLL BE So Y OFF If HIM OF AN OPEN TWEIwY. W W W W—W ��J• W W J• W W W W W J• W W W W .Y J• W W J• W W W W W W W J• W W W W W `Y� ` CONCRETE ON A 4 COMPACTED g DURING, PROPER TRAFFIC COMMA DEW= 9R4 M BE MSUTO DISIW RAILC SNEIY INAcaTmwWINUON cE WTHE N
J• W �- W W J• W W W W .F J• W W W J• J• W W W J• W W W W W W W W .Y W W W J• W W W .F AGGREGATE BASE ON COMPATED O LOCATE 2'-6' FROM FACE OF CURB OR SIDEWALK. DURINGCAROUW OEPARDW OF TRWSPORWIOMs SCNMLNDS AO SI'F.CMICDONS
\ J. W W W W .V •Y J• W W J• J W •Y W W J• J• W W W J• W W W J• J• W W •Y W W W W J• W / \ SUB GRADE. SUB TO HAVE ALL p511AMED AREAS ARE 10 BEMLY NFSIONFD TONTOI MNMIY ROADWAY SRNOMOS
W W W W W W W W W •Y W W J• J• W W W W W J• J• W J• W W W W W W J• W •Y J• J• •Y •1• REINFORCING AS RECOMMENDED BY 10 PYLON SIGN (UNDER SEPARATE PERMIT)
\J• W J• W W W W W W W J W J. W J• W W W W J• W J• J• W W W Y W •Y WEILWDS LIMB .y y. .y /l THE GEOTECHNICAL CONSULTANT. WENFNS NNIWCONFORM 10O NAW SY L CONFOIRE MCDOT ROADWAY S7NOWOS AND SPEtiM'ARONS OAFM EORON}
\ J� W W W W •l• W W W W J• W W W W W W •Y W W W W W W J• W J+ W (NO DISTURBANCE) Y / 19 , 11 4' WIDE PARKING STRIPE PANTED YELLOW (TYP)
\W W •✓ W W •Y W W •✓ W W •Y J• W W W W W W W W W \ •Y J• W W J• �+ W W W/ JN„////// '
12 4' WIDE PARKING DIAGONAL STRIPES PAINTED YELLOW GENERAL NOTES:
J• W W W .Y WY W W .Y W W J• J• J• W •V W W W W W W W W W J• W W
1. TIE CONRIRMONCOF SMALL BMW RS ALL MEC651M F SNE D S UM.WISFGM FLOW A B THE ROM
ETC. FOR ARROIT F AND
r W W W W W J W W W W W W W W W W W W W W W • CONCRETE HANDICAP RAMP -MAXIMUM SLOPE 1:12 (8.334) (PER ADA REQUIREMENTS) PIIOECROII 6 ARAFM AST M M THE MA M TOM OF SNI INA FIC W ON90W COWRY ND THE TM CM FOR
OEPARIIEMI TRAFFIC
�J• W W W W W J• W •L W W W W W W W •Y J• W W W W J• 13 ANY RAMPS LESS THAN 1:20 SHA1 HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.Ra� 5E°' °N IW�M >MFFIc canROL oEMc�c
W W J• W W W W •Y J• J• W W W W W W W J• W LAN' AREA —' SEE DETAIL SHEET C-7. IMMU). UIESI OETAIS 7RWfIO
NO OEKM
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J\ W W W W W W J• W W W W W W R WETLANDS UMR W W I 2 2O
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4 TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE P-0619
SEAL.
"••.I.•••••.
C`` RO
�p'4'�oF Essig •. �� ;
Q i
SEAL
10043434
1-11
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OWNER/DEVELOPER:
GWfDON FOREST EQUITY, U.0
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
10/31/11
JOB NUMBER:
004031
TITLE:
SITE
PLAN
SHEET NUMBER:
C-3
COMMENTS:

NOW OR FORMERLY
TLAEC, LLLC
D. B. 3235, P. 261 W J W W W W W W
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GRADING NOTES:
DRAINAGE NOTES:
1. REFER TO TIE SITE PINT FOR RUM NOTES.
1.
A MOWN GRACE OF 0.50 2 SWILL BE YIIITNED ON NL PIPES, LNII OTERNSE NOTED.
2 ALL CONFO A S NO SPOT BLVA710N5 REFLECT FN9ED DUOS
2
PPE LEIITR6 NO SLOPES INDICATED ON TIE PING NE APPRWNRRE ONLY.
3. ALL UNIONS ARE N REFERENCE m RE MIC NON, AND THIS NEST FE WHI EO BY RE ONHW. CONTRACTOR PRIOR TO
3.
WDEncROIAo MLR' LINES 9fv1 BE NSDLLED N ACCORDANCE WIN THE FOLLOW SW9Y0S 0
GROW INEVONG,
ADM TO OTHER AFPLIUMI E CWE%k
4. RE CDRRN:IOR SHLL IIIDYIIELY REPORT m DINER AN DISCREPANCIES TOM KNEEN ACIIW. FED CONDITIONS NO
A NO MORE I A N NO LF OF REINCH WY BE OPENED AT ONE LEE.
WKIHICIpN DODAENTS NO SHILL RIOT FOR NSITWION PRIOR AD PROCEEDING,
a DENRO III SIWLL LE PINED ON 711E LPW SIDE OF TRBNC ES.
5. THE CONac1OR STALL BE RESPONSIBLE FOR LOCATING NO PROCEEDING Dow IrI ND 9WL fEPNF ILL OWAGE TO
EFFLUENT FROM AN APPROM
NS WILL DE FIN
OPERWK
a PMITT
E7057ING UIIDES THAT OOCIN DIEING 0ONSnw N.
S MVIIIE.OR A A M NO
SFDIOT RTWPfIG ffVCE N BON, AND 060URGm N A IUrINR RYB DOES NOT NNEI6ELY AFFECT
DOES VISELY
a THE CONTRACIOR 91NL REND NEW FARRIM SINDOW m TRANSITION NCN TO EMING GWDE
FLOWING STEA S N OFF -SITE PROPERIY.
7. LMIIS OF CLEANS SHORN ON OMND PION ARE NiSED OPONN THE N'PRO MM CUT AND FILL SLOPE LN115, OROWMOING
REXAREMENIs
D. WOW USED FOR &NG D(-FILL IDIOCIES 9N1 RE PROPERLY COFPACTED IN ORDER TOFNIII�
am" AID PRIAM SIABILEAROI
a TE PROPOSED CNTI SIDIM N OR6ES NO POW IRIS AND SDEwll6 ARE FWD EIDNiRNS ND.UONG ASTIWI.
E. FE90WA7pN SIMLL BE N:COIPI151ED N ALCOMANCE WIN THE EROSION AND SEpdT CONIROL
REFER TO RMEINT CROSS SECTION MR TO ESM7B ISH CORRECT 91MDASE OR AGGEGIRE WISE COPSE EL MiDNS m 9E
IDNRATOM
COMPLETED DER THIS COTWCL
F. APFMIGNIE SNEIY REGOATNAFS SNU BE COPLIED MR
9. RE CO N0CTD R SIPIL ORR POSIINE ONINNI E SO RMT RUNOFF RILL OWN BY pAMIRY Fla ACROSS NEN PANENERT AREAS m
4.
CM BASK MWDIFS, FRAMES. GRITES. ETC. SN4L MEET THE IE0INOQTS OF THE LATEST EDITION
NER OR DOS M DPANLABE NETS OR SIM OIERAN.
OF THE NORTH CIACM OEP/WFEM OF TRAM SPORTAIDM SrA DILD OWMINS REPEIIEN £ RE
10 ANY CRACK WORD THE LOTS OF CONSTRICTION AS SHOW ON THE GR DID PLAN, Is SIAII m A FOE.
FO LOWS STNNLWD OEDLS:
IT. GRNI G MORE REN ONE ARE NIHOUT AN NPROAD BMW COIIRM PLAN 6 SURECT m A FIE
840.02 - CONCRETE CATCH EN,7N
840M - ERNE, SCONES, NO HOOD FOR CATCH M516
12 SIANADITION IS I E 00 FORM OF EROSION CONTROL TEEPOWAO' SOW Is NELiSSW m ACHEYE EROSION COTROL ON
84004 - CONCRETE OPEN THRW GM NWI
OW14 - CONCRETE DROP MET
I OILI0EU AEA6 NO ESPECKLY US THE 00NSIRIIC9ON SE IENCE PEONES R.
TIMID - CROP MET ERNE AND GROSS
I& ALL GRADED SLOPES ARE TO HE SEEDED OR LANDSCAPED NON 15 DRYS O COMPLETION OF GRQW ALL READIED AMOK ARE
DWI - CONCRETE ANDIDN DN
540.36 - TRAFFIC HEMM OWED DROP NET
TO BE SEEDED ITN 30 DAYS.
III - PRECAST DRNNAGE STRUCIDE
14. DOSING MUM. CO111011K CLINES NO OTHER DOW HARMS FROM SOLMEY N 11011001119 LAND 9NIENNG.
INOM - PROUST WIMLE
OWN) - PREAST CONCRETE ENOILL
Ia 11E CONNICU SHILL NONCE N LIE CONTRACT PRICE NT OE-01013MFG ffCESSW m CONSTIA,T RE PRO,EW AS SFONN ON
S
PIPES SWPLL 0E LAID ams1RNDR "NAMND ELEN QUDES USING A PPE LASER OR OM71E
PU46.
ACdWM1E METHOD.
It TIE CONTRACTOR 6 RESPONSIBLE FOR THE OEM AND IPIDOIDOOI OF ALL SHEETING. 94ORK ENDING NO SPECYL
a
STORY PPE SIEILL BE AS FOLLOW MESS OMERW NOTED
MONITION WASIMS REVIIMD m MEET 09% IBM STATE NO LOLL M MM S M III m THE MIALU7NNN OF THE
WON MUTED ON THESE WIN IM RE BERM BMW ACCEPTS NO NSPOSIBIRY FOR RE OSNINI TO INSTALL SW
TYPE 1: RIP, CLASS N PER ASN C-74 WOI FLE)OBIE RISK RIINEN QWIS AT JOINTS.
REVS.
17. RE CONIW6IOR SWLL REFER m THE NRCI ECRPN. PINTS FOR 0ACT LOGIN, ELLIODN, ND DIER9ON5 OF E)O IDNa
ME 2• TIN DOM POLYEIIDIEEE PPE (FIBRE) - A9HD DE9ONRN M252 TYPE S. M294 TYPE S
PANPS, MNDNG MISSIONS. AND UAGT IIIDNG U11M ENWA10E LOCATIONS.
AND NP7-97 TYPE S. SNO07H NRIEOR/MMIUR ME10Dt, ONLY POMM VIER 9'EO7GVLY
INCITED ON ICE CO SNIICRON ORNNIGS PPE SHILL BE INSTALLED IN ACCOPMNCE 11RH PPE
la ALL FILL MNFIINI DISFNNG THING FMOAIIOMS, PIEIOT AND UNLW SMICRI ES, 105a. AND Or OMIER ODEIDIO6
YMOFACDNER'S NSfNU1DN ONIEllES PPE JOTS NO MINE MU BE WIUMGN.
W E RATS SNWL BE CDPIEIELY FEUDED FROM INN RE WOE ZONE RE1MO RE SOUCRAE
7.
ALL SLOW DUNICF ITN THE REM POW SILILL ff CUBS N REINFORCED CONNOTE PPE UNLSS
19. ALL FOOLOAM DrANDN SHALL ff INSPECTED IN A OUMEEO 4EDRBDIIGIL. RINEWIDMNE m KNER NE NEVER ONSON E
OnfAN6f NORM
HATE ILL LRNST BE MOM ALL IIOf9Ei1BIE W7EINL SIINL BE RENOAED, WORMED AND COPMAED AS EMU BY THE
CEDLEOIITirL RFIESE11DOW
a
D1OM DPAIIMGE SIRCRMS TO BE 16PEM NO TEPN+ID S NEEDED. NO DOW PIPES m BE
LLEAND OUT m 1ENI E SILT NO DOW
20 ALL CUT ON FILL SLOPES SHNL BE 3:1 OR HATER tNE55 OTI NISE MOO OR DEPICIED.
9.
F MY COW SIRUCRMS m NELNN NE DRIW6ED NAND CONSIRCTION T SU BE RE
21. THE CONTRACTOR 9ULL ADHERE m ALL TERNS I COI)RDNS AS MINED IN 711E GENERAL NP.D S POW FOR SFORN RIVER
CONTRACTORS PESPONSBRI Y m REPAIR AND/OR REPLACE THE DMING SHDCIUE AS NECESSARY TO
DSNWIE ASSOOITED CORN OOIbTR11C110N ACIMIES.
RERAN T TO DOSING CONDITIONS OR BETTER
22 COFIRACIOR SWLL ADAIST ND/a OUT E SSING PNENIET AS NELLSSMO m AMIRE A 9DD1N FT AND Owmm OPDE
I0.
ALL SLOW PPE errew 9NIC m 9WLL BE GROOIED m ASSLIRE CONEEDDN AT SNINCIIAE 6
WDERICJH.
23. CONTRACTOR SNIU BOX POSTME ORNIM AND' FROM DILDIMGS FOR ALL NARWWL NO PNED TEAS.
11.
PRECAST SIRUCIIMS MAYBE USED AT CONINCHI6 OPTION.
24. ALL UNSWEACED AREAS DSIEIREED BY gUDNG OERITDN MU RFCEIIE 4 DINS OF IOPSDL COTWCIOR 9WL APPLY
STNAIRA7DN FABRIC TO ALL SI014S 3R1V OR STEEPER
12
I N SI SE
N! SIOI01 SEINER IIILIIOS IN PAVED AREAS WL BE FLUSII IIN PNOETT, AND 9WL IIRIE PNFIC
KARING RING I: COVERS. WANDS N LIN IfD TEAS SHALL BE 6' ADM HIM ONE LDS SNL
M C06HUO0N SHILL ODDLY WAIN ALL APPIIO9E COMM CODES AND BE Cp6TI1C1ED TO SINE
BE LOTTED "SIGN SEWETF.
13.
SIRUCRAE TOP ELFM7DN5 SHORN MERE ARE APROIMEAIE 0010MICR SWLL AONIST AS NECESSARY.
14.
HIM WIWDS AS NOED ARE m IRE OTIEN Fla IRE
LEGEND:
CONNECTROOF N
TC.......... TOP OF CURB
Transition t
HOPEREADER RIPE (nP)•
rBrofar rodenb
REFER TO DETAIL THIS SHEET
GT.......... GUTTER FLOW LINE
TP.......... TOP OF PAVEMENT
TS.......... TOP OF SIDEWALK
12 MaoTmn Grade
TW.......... TOP OF WAIL
PS Bend
EN ......... BOTTOM OF WALL
8' on 1.001G win. Sbpe
155'-15•HDPE
CB. ......... CATCH BASIN
0 0.52%
(WATER-TNBfT JOINTS)
GI ............ GRATE INLET
Refer to drainage Plan
FES ......... FLARED END SECTION
for size of storm ew er
YI.......... YARD INLET
NOTE
DOWNSPOILIT CTOR
GR.......... GROUND
�i1 DOWNSPOUT DETAIL PIPALL E SHALL BE sIA EE
-w . ..........FLOW DIRECTION ARROW
- N.T.S. 40 PIC OR HOPE
EROSION CONTROL NOTES:
STORM CLEANOUT
AN OWN NO S DIEM 70
001M PERNT MU BE REOIMD IT NLDE R TEaN
RIM=49.7
V-INVI
TO SrARO OF
`. 50 4(TS) 49.7(TP) /
50'-15•HDPE
M'= : 0 0.60% /
:.:.'ii f ;•h•' ! (WATER -TIGHT JOINTS) /
50.1 NOW OR FORMERLY
,',': . ♦ . _ ° ..r. ' a 49.6(TP)BERNAT D.B.45, P. 139
sB. .1(Ts) ZONED: HB / / / _ _ s7971�� `
sD.2 )) TAX PARCEL: 765-65.6/ /
GRATE INLET FO FO �- FO
- -
RIM=48.9 / _. !
INV=45.6 49.6(1P) _ / -- •- R/W - FO -
W
1 145'-18•HDPE / - = ` - - -
1 00.41% 49.2(TP) - /Y- / -FO FO'-_ �- _----/ Ww W
11 49.40P) (WATER-TN91T JOINTS) ��- -/ter .. 1 1 r F -_ Fp �� FO _ _ _ _ W _- W
►���'���� - 6 -/ 8,,-�-
1 /it
-/=��� FOB- FO- FO 1 1- -� ';- W // S797249
/
48.7(1P) \ , O F - - - - --A - r _ - ' _ _ - - - - - / _
13r�296.38' -- O 1% --- s�� W W /// 1-_ - _ - _/ I''' ]-/1 �1
.�C=��•.=�Fo CFO - W-�� - - _ ____----- _ 1
\ 1g.78' (%••� p_('O /� 3___- _ __/ -- -__-- RCP
fR `_ /FO /' _ / 48.7(TP) 1: ES - _ --- _ - - /III WAEWAY
R/W O i 0 _ /' RIRB OF _ -' / _ - W ITV=46.64 = _ /'-- _ - -' /� _ _ -48- _ - 7�• / I
_ R/W FO FO F / �a8' -4i� ' ' DISTURBWCE� '�= W 48.6(�) - - - _ - - - - / i _ _ M FM r �• p
- _ f �`s
FO FO _ / -' _ _ _ Ep5AN6� W✓ FES _ - _ - ��_ -_ MATCH PROPOSED Me \ RCP / _ - I TV1 FM _ F / -I - O
�- _ -' _ _ �' MATH PROPOSED INV=46.35 - �118••- ''� - -
O �- FO - _ - - - - PAVDAENS BY OTHERS 58'-18•RCP - PAVEMENT BY OTHERS
CLASS N 0 0.5%
\ MB -- --_lM(i i A-ER�
/W
rAYI
Cvmn
7i- fig- /JI I -"�- FM-�ROWU_�00
GPQR
sAa S7g'245 - - / '' J�/-.-- ��_--•/ III I I a9WWAYI
GRAVEL I I
Z- g - _ _ -� /iF_E��_�,,�/A1{E{- �' !ll.��� ►1Cti/ L - -/ - � � �- . �I�7_,_ _ \_ FM �` � FM II I I �_-�FIA
p' UF�M
RCP __-----
GRAFfL
onEwAr F -O
/ T W I1` GRAPHIC SCALEO
20 0 10 20
FOO FM 0 H
1�CRAVIl
GRhEwAY
II
_ -
I - _ : - ,- � � � - -' M - --p�� 1 INCH = 20 FEET
R 0��
►7
49.1(TC)
48.6(GT)
1 1
1 /
/ 50.2(TS
41.o(TC) / 1 49.7(TP)
-4a.5(GT) 1 1
J T
1 I A�
45A(GR) FES
1 � ITV=45.0
1 \ 1 49.25(TP)
WET DETENTION POND 1 48.0(GT) \ I \
REFER TO SHEET C-10 1 \ I I
FOR DETAILS I 1 48.5(TP) / 49.4(1P)
48.6(iP) /
49.1(TP)
1 48.7 48.9(TP)
48
1 \ . 1 I )
.7(1P)
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE /P-0619
SEAL.
�p ioFESSio�< 9
+S�E�ApL�
• ��FiL-1�(L�
�i ♦
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
gventers*vanguardpg.com
REVISIONS:
11116111 Revised per NCDENR
review -added yard inlet
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/31/11
JOB NUMBER: 004031
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:

0
EROSION CONTROL NARRATIVE: 20 0 10 20 GRAPHIC SALE ` SEDIMENT GM EROSION CONTROL NOTES:
40 60 ENP 1. OE EROSION AND NGLY CO7I R CONMOL L PERFORM
(Alps) WERE DESIGNED USING THE CE WI THE NO TH M AIR1E G AND SALL BE
INSTALLED ACCORDINGLY CONMILTOR SHALL PEHEDRII AL ACTNInES N STRICT COMPLIANCE WIN THE NORTH CAROlI1A NPDIS 6EFIDL PONT FOR
DOLLAR GENERAL 9NEADs Farm"• RC NOW OR FORMERLY �._... W W STORM WATER DISCHARGES FROM LANE AND SMALL CONSTRUCTION ATMES (MURAL POW.
COMTRACFOR WILL FIRST INSTAL THE CO STRIVION ENTRANCE THE CONTRACTOR Swill THEM MOM ON SAE AND SMALL DE WOW SIM TLAEC, LLC 2 ROPER TOTHE SMITH AND SEDIMENT CODIOL GOAL SEES FOR OWN CONTROL DETAiS NO UE M TABLES FOR Sm m BASING, DM35 M!
L OEN CONTROL. INCLUDING SILT TOLE, NET PROTECTON, AO CAREIN D&W ACOMANCE W11H RITE FEARS (CLENWIC ONLY AS NECESSARY TO OBOE$ NO CULVERTS. SLOPE DRABS, RP -PM APRONS AD CRIBBER EROSION CONTROL IEASURIES.
INSTAL DIRE na6). BEGIN DEOUIIOR, CLEARING AND SITE GIVING OPEIIAIOWS STABILIZATION S OF EARMEN WEAURES IS MUDMIEDATRY D.B. 3235, P. 261 t INCH = 20 FEET •
VIER INSTALLATION. THE ON -SITE STOW SEWER SYSTEM CAN NOW BE INSTALLED. IMMEDIATELY AFTER AN MET 6 DWMLBX MET PROTON SHALL BE 3. DOSTNIG BOUNDARIES, TOPOGWHY, 100-YR RDODPU M, UTILITY AND ROAD INFORMATION TAKEN SOH AN OEM CONDITIONS SURVEY ALL DEW
PROPERLY IMAM ON THE SRIICIIWE THE ON -SITE SANWURY SEWER AND WATT SYSTEMS WAY ILiO BE NSIDUM ONCE RIFE SITE 6 THOUGHT UP To W W w W W W W W W W j INFORMATION 6 TO BE FEND VERRE T BY THE CONTRACTOR.
GRADE DE STE PAD WILL BE PREFAED FOR THE PROPOSED BUILDING. THE ROM GRACE WILL THEN BE ESTABLISHED FOR THE snE WRALIARI N O ZONED: HBCURB AND GUTTER VILL 404 WETLANDS DELINEATION {. SEE THE LANDSCAPE PUN FOR LOCATIONS O PROPOSED RATINGS NO FINA SDLE1uIMMl
SUM ROM l METPROTONPOT N FROM STOW SBE PERFORMED BASE TRUCTURES WILL �*0 PAYING BE �6 TIC BEIA FARING AM rK GRAM ALL MnOM AREAS
TOWN lBE�COI�PLETD AM
TAX PARCEL: 765-65.5 �-� W W W W W W W Y J J Y J W
W W W W W W W W W W W W W J• W J•
SIORYWAIER POND STRUCTURE ONCE LPSIRFAM AREAS ME IEEI SfMIIDD (REOE ACOMMIED SIMYENn. All LANDSCAPING WILL W COIPIFIED. - /N s. TEMPORARY DNE6ON g1C1R AND REINS sNl BE YMCNED M THE SIZE 6 MOIGMT TO GRADE
THE ON -SITE STOM SEWER SYSTEM 9*1 BE CIFAE) OF MY ACpNWAGED SEGMENT WNW SMALL BE DISPOSED OF N A LAKM MAZER ALL W W W y W W W W W W W W W W .� W W W
NCOMWILAIM SEDIMENT BEHIND SET FORCE AND OILER SEDIMENT DEVICES STALL BE ROOM AD DISPOSED OF N A LNNLL MOM WOODOW� ro THE U.S. ARMY CORPS OF ENGINEERS 6. DIIGNILY ANTI CONTNUOUS.Y warm AL EROSION CDNEGOL DEVICES AND sTMICRIRfS To wry EAosOi. THE CONTRACTOR %m M1NM
GROUND SFABLIRATOR IEDURFIONS ON 1HS SHEET, REMOVE ML REMAINING SEGMENT WNW MEASURES FROM THE SITE. CONTRACTOR S AU. WOW � RAF►' y W W W W w W W W W W W W W W `r' W �' `I' W �" ACTION ID: 2006 00493 CLOMRCONTACT
ONT C WITH THE Elmm CONTROL Nw mRS s0 THAT Powm INSmms CAN BE PERFORMED 9 APPROPRIATE STAGES OF
THE LENGTH OF TIME BETWEEN NIwL IRO CISHNRBYIG AD RAW. VEGETATION STMIMD ROM OF THE SHE A ,
N7s53 01 W W W 4 W Y W W W W W W W W J W J W W W W J W
111E PROPOSED EROSION AND SOMONT CONTRU. MEASURES AM TROWFD M RAP MO SRMNNVERR AUOFF FROM THE COLSIRIL710N SHE NO OEM R �w W W W W J• W W v W W W W W W W W W W W .✓ W W .,. W MARCH 2, 2009 7. SEE THE GENERAL NOTES BEEF AND THE GRAIN AND DRAINAGE RAN FOR (TIwR NOTES REGVOW DRIVING AIMTES.
LONG ENOUGH FOR sPDIMEn AND POUllGns TO s7HE OUT OF THE 90 MTR BITO E DISCHARGE VARIOUS 000 CONTROL NORMES NE USED
TOPREVENT POUMANT-LADEN SKIMMER RUOFF FROM ROWING OWED AD.YOaIT PROFIDITES' W J W W J W W W W W W W W w W W W W W Y W W W W J W W W B SEE SIT PLANGRAOM MN DRAINAGE RAN' MESHY RAN, PAAKIW PLAT TIE OMEN RMI SHIM FOR DETAILED ORRN MTNWNIIOM OF PERNMIE IF
SITE APPURTENANCES SOWN ON THIS SHEET.
S V' W W W W W W W W W W W W W W W W W W W W W •Y W W W W W J• W W W 9
\ W v �W W v W W W W W W •Y W WW W WW •✓ WW WW WW WW WW WW WW WW WW WW WW WW W.1• WW WW WW W�Y Ww WW WW WW WW WW WW WW WW WJ• WW WW WW WW W.Y WW WW WW WW WW Ww WW WW WW WW WW WJ. W•Y [(W•\��y\WW - W WW W JJ•• W W W WW W WW W JW• W WW W JW• W JJ�• W yW/ W W
WEE THE LIPS OFDISTURBANCE AND IEPDIAEY FENCE
(SF SF-PF OR RP) UMARE
"CENT, 11E 7PORAOFENCE LINE 6 RIFE LIMITS OFDISTURBANCE THE LINE TRIPES RE SHOWN sEPRATED FOR WISIPATIVE APPS ONLY
10CONTRACTORSUNL AIR HD ANY EXISTING VEGETATIVE GROND CUM OR TEES OUTSIDE OF THE UNITS OF p51IAflMCE OR WITHIN NM EG
D
� LEWIS UNLESS
TDRIIwUSTRI�
313.M0SILT FENCE00000000000
PROVIDE CONTROLS OF POILllONM INCLUDING, BUT NOT LIKED TO DUST CNTODE-WATERING, SOLO WASTE DISPoA. AND w7A MM MATERNS
WE 12 CLIENT! ONLY AS RECLAIMS) TO NMI EROSION ND SEDIMENTATION CONTROL MEASURES. MASS CLEW MD GRUBBING CAN BEGIN ONLY AFTER ALL
WWbTPFNM MEASURES HAVE BEEN NSTAUED.
�W W W � W W W W W W J• W W W W ✓' W J. W W W W W W W W W W W W W W W W W J• J• W �Y W W � W W
43. USE ROCK OR IRS ED SiOE TO AWOL CONSTRUCTION DOT ro (RIDE IMPLEMENT WHEEL WISIES AS NECESSARY RROU CLOT AL FEASTS O
N W\\ W W `A�\ W W •Y W W W W W W W W W W W W W .L• W W J• W •Y W W W W W W J W •Y W W W Wy W W W
V�_ W W W W W W W J• W W W W W W W •1• WY W W W .Y J• W W W W J• J• W W W W W J/ W W / ,
TREK PROTECTION J. / yr 14. MDMORTAWA SmRII WATER RINOF OFF RIFE FACE O RILE ESDIMQ7f BASIN SORES PORN WATER WUN CAROBS AND SLOPE ETHERS E O FRAcAL BALL
W W \ W W W W W W W W W y W W W y W .L• W W W �• FENCE - FIELD MMTM AND RI31MG17E OAER51011 p10E5 AND SLOPES DRANs to EM6111E STOW WATER RUNOFF DOES NOT ERODE THE FACE O FAY. SLOPES.
W W W W \W J W W J• y W W W W •YY W .l• W W W W W •� VERIFY WETLAND LIMITS `O' W W4
WETLANDS LIMITS .y/ .y W W v- '� IS. YMfM POSITIVE FLOW TORE SEDIMENT BASTES 7FROUGOUT ILL PFNs5 OFCONSMGIOIt RACE FXCAMTED SOILS NOD DON161REAY FDG OF
y W y \ W •Y W W W W W W W W W W W W W W W v- PRIOR TO CONSTRUCTION W W .T. W (NO DISTURBANCE)' �, �, �, • THE DIVERSION DITCHES TD PROVIDE ADDITION& CAPACITY.
W W W W 'K�\ W W W W W W W W W W W W W W W W W W W W W W W W W W/ W •Y W W 16. REED ro THE GRADING AND DRAINAGE PAW FOR FINAL SITE AND PAVEMENT GPAAS AND DMIM O THE PROPOSED SPUN SEWER S KEWS.
\W W W W W [• W W V• W J• W W W W W W W W W W W W W •Y Y W W J• J• J• W W W 17 ( [R WALL.SRNnMY ADHERE TO TREE APPROVED
RCE EROSION IRO SEGMENT COMM M NGS SLIM LAND DISTURBING ACTIVITIES SHAL1 NOT APPROVAL TO DO 90 HAS BEEN RECEIVED BY CdV ��
ED. GENERAL CONTRACTOR SEVtl COMPLY WIDH ALL STATE AND LOCH. DRUMM THAT APPLY.
W W W W W W\ W W W W W W W W W W W W W W W W W W fMPORN(Y W jW/ , 19 ALL WORK SHA L BE COHERED TO PERMIT UNITS STONIER ON PLAN. IN OTHERWISE ERRED BE SE RM PROPERTY DINS SAL BE O NSUM
W W W W W W \ W W W W W W W RIP -RAP FOREBAY * W W N- W '� � W W SILT ['['.i�W W W W •Y ,
V u� . r � .:%: THE F9Mf WIs.
W W W W W W W •�\ W W W W W r- REFER TO SHEET OUTLET W �• ..• LIMITS OF DISTURBANCE
W W W W W W W Y W W W W W W C-10 FOR pETAIL ,y W ,y ,y �, �y „ 20.sGFGENr ENDS" coma IwcIICFs w6r BENSNIED AND MAINTAINED, To"ErNN SEDIMENT WITHINTIE BOUNDARIESOFEs THE ME1• W W w W W v W \ W W W W W W W W W W / LLt/ • • / / • 21. ADDDIIOIAL EROSION CONTROL MEASURES OR SILT BARRIERS ro BE PLACID AS SIN N AND/OR MOM BY RE PROJECT ENBMCR NO/OR LOCAL
\ W W W W W .✓ W W W\ W W W W TEMPORARY W W W W ..': .�:. ��_ / JHRIS WSFECm
.:::.': /� u TEMPORARY INLET
W W W W W w J• W w W W ,,.SILT (•�T ,y W W . x:::... • ' 22 FOR ALL MOM" EROSION N.GG ND/OR /CROSS WATERW95, BILK PROTECIgN NG $DEMIIANMI SHALL BE fLGIEED AS PER IDCN. ,AII�IC(Ow1
PROTECTION
�yt /
Y / 23. ALL TREE PROTECTION RING EROSION CONTROL
MEASURES BE IN PULE PRIOR ro CONVOKING CONSTRUCTION AND SHALLBE MAINTAINED IN
PROPER OR UNIT. ALL D ESTIIED AND COO IS ESTABLISHED CO6INGRON aTWWCE PADS SWL
BE NSNID Bf THE dNWCAT CONSTRUCTION ACCESS POINTS PRIOR M LAND DISTURBYE 24. AL EASEFJnS 06TIAWED IKISI BE OPESSD AND GASSED ro CONTROL E1M)SION N ACCORDANCE WARN GSEIEHR PUTS POOR ro ACCEPTANCE.
W W y W W W W W W W .P W W y W W W _ _ ,•j �.,� /
. •. •� •. • / 25. CONSTRUCTION UItlfS sN1 NOT BE E7OFEDED WDIIOUi THE APPROVL O NCOER.
✓' W W W W •Y W W W W W W W W W W W ;.�•. �:•.,� �•a�. /
�.•..
W •Y W W W W W W W TREE PROTECTION v �• W .e'� a " /
�
Yt W W W W W W ✓W W WW W W ,y W W FENCE - FlED�W W v. ..'C•�•"
, GENERAL NOTES:
VERIFY WETLAND LIMITS 1. THE CONCfpt SFMLL OBTAIN MO PAY FOR All ISPETO6CERTIFICATIONS, O7ENf, TIC. 11U WY BE REQUIRED.
•W[WD5 PRIOR TO CONSTRUCTION
TEMPORARY DIVERSION DITCH 12 / 2 THE canRAcroR Mw1 NOTE THAT THE DRAnNGs ARE $CEMATG N wIBE AND ro NOT MOw EVER! GHSET. TWIISIION. FnTNc EIG nwr wr B
W W W W W W W W W W W W W W W / SILT FENCE
t .. •��"'�- / ADJUST LOCATION AS NECESSARY REARMED FOR A COMPLETE AND WDWWG SYSTEM,
W W W W W J• WETLANDS LIMITS W W W W W �- TO MAINTAIN POSITIVE DRAINAGE 3. THE MEER AND/OR =0 DWAI M ANY RIME N THE OOHS FIVION MEANS AND WNW ASSOGAHD WITH SINE PROJECT AS SET FORM N IFESE
` tMpOgNZy W W W W W (NO DISTURBANCE)• v v W W TO SKIMMER BASIN TINS
SILT FENCE, W TREE YROTEl I ION W W u• W W W W w •1` .r . A` 4. CONTRACTOR STALL MMFM AN AS W SET OF DRAWINGS TO RECORD THE EVICT LOCATION OF AL PIPING PRIOR TO CONCEALMENT DRAWINGS
CLARET FENCE - FIELD:� / SHALL BE CMN TO THE ENGINEER UPON O M OM ORE PROJECT WITH A COPY OF THE IMGMrrrA LEVER TO THE OWNER.
\ F W W W VERIFY WETLAND LIMITS W v W W F / ?F • / IF DEPARIURES FROM THE SIRCIFICATM
` ` .A• _ v W W w W +• �'/I .•: r / / 5.THERIODIF SHALL BE SUBMIRTED TO THE OF THE (WINTER.
FOR REVIEW DEPARTURES FROM TIE CONTRACTDOOMi1T5 9ALL BE MADEWMOUf RE WPof1E1
PRIOR TO CONSTRUCTIONPERIWSSN
\ \ ,
W W W .Y W W W J• W W W / r. •' •r •i /
•. / s. THE CORIWCIOt MIWT, K. ALL
TIEII REEL THE REMOVED FREE THEM KgN T SITE O A WASTE wiEANs OR RIRB611 CAUSED BY HIM, TB
LIMITS OF , \ ,L, r• ,�, W W W 1 � / •'� 1� ..• / HPLOIiS OR HS COMIC AL DEBRNS slAll BE REMOVED FROM THE PROECI SIZE ON A IALY eASLi
DISTURBANCE \to
�fta _ = _ GROUND COVER REQUIREMENTS:
_ THE NAME FOR GRADED SLOPES AD HILLS SHMU. BE NO 0018 THAN THE AGE THAT CM BE REARMED BY
_ i W W �' -i �+•r'•�. / � W iCCOCOVER MPDW TO THE FOL UW 01ARf RANGED 00 ADEQUATE OL�OROREAM6E PROVIDED MY TTE.PPOPoWY OR
CONTRACTOR LAY '.:� r'y • /HREA FOLLOW FMIYIT TO COMPLETOWN MUST BE ION ICiON ACCOMPLISHED
DEVELOPMENTFOR
DD�)POWENT GROUND COVER, DEVICES, OR MODIFIES SUFFICIENT TO RESTRAIN EROSION. AREAS ACCORDING PAREASDIS FERO RIE
SKIMMER BASIN 1 y ••
EMERGENCY \t DOWN AREA ., r ti 367 S Ft
SILT FENCE
STORMWATER MANAGEMENT
POND TO BE USED AS
A TEMPORARY SKIMMER
BASIN DURING CONSTRUCTION.
REFER TO SHEET C-9 FOR
CONSTRUCTION DETAIL AND
MINIMUM DIMENSIONAL
REQUIREMENTS
\ r -
SPILLWAY
A
/ f
SKIMMER DEVICE
REFER TO DETAIL SHEET
• _ �, / 1
- I
t
BAFFLE
(TYP)
RIP -RAP APRON 141
REFER TO SHEET I
C-9 FOR DETAIL
MD DIMENSIONS 1
ll \
1
/ 2.097 ACRES
;:;.,.• // TAX ID: 765-65.5
STABUMTION TD1IEFRAME
OF AWA DEND477 AV
STAMMIAOW
MOW" EXOPPIbWS
fERMEErn GWES s
7 RAYS
MORE
07MU Im SCOPES
MGM/ aWff ARM? (h W)
7 OAFS
NONE
ZO1fs
F SZaca AWE 10'a? LESS N LEIN;AA
SLO°Es SM97D? 7HW JL1
7 DAYS
AND ARE AVOT STEEPEN 0LW 21, 14 ODs
AM'A0000
7 DOS fOP SLOPES OPEN NNW 50AT
SEA°ES 3.•1 OR r7A77D?
14 DAYS
AV LOW N
E
ALL OVER A1LA•ES' NW SLOES
mic LMEPT FW PDRIW NS AD
RATTDP 77AW 4:1
14 DRYS
FAN' ZOTEs
NOT TO SCALE
EROSION CONTROL NOTES:
1. TOTAL AM DISTURBED = 1.390 ACAS.
TOTAL SITE AREA = 2.097 ACRES.
SOIL TYPE = LA - LEON FINE SAID
2 UNLESS OTHERWISE NOWATED, ALL VEGETATIVE AND SIRJCMN EROSION AO WNW CONTROL MEASURES SHALL BE CONSMICTD AND MAINTAINED N
ACCORDVCE NN THE IW1MM STIUA DS AND SPECIRATI N6 OF THE RCOFMN EROSION AND SEDIMENT CONRL HANDBOOK
I THE CO IWIpt SHALL NSALL AID MAINTAIN TINOUOMMTT THE FROM N161RUCIOp ALL EROSION CONTROL MEASURES SHOWN WTFW THESE PUNS
N ACCORDANCE WITH APPLICABLE NOSH CAROUYA EROSION AND SEONEIR CONTROL WUIlAMM6.
t ODMIRUCION WORM SHALL BE N COMPLIANCE MESH REGULATIONS O THE M10K RWURANT DISCHARGE BAWATON SYSTEM (MI STON WATER
GENERAL POW.
5. EItOSOII AND SEGMENT CONTROL MEASLIRR ARE TO BE RACED PRIDES TO CLEARING AO/OR LAND WIVI®4ML.
L A COPE• O THE APPROVED EROSION AND S MME' CONTROL RAN AND PERMIT SHALL BE MWNTAKO ON THE SITE A ALL TIMES.
7. THE COHORACIOR SHNL GGCRLY AND CONTINUOUSLY MANON ALL EROSON CONTROL DEVICES AND SIRUCIURR TO WOU BMW THE
CU TWIOR SHALL MAITM CLOSE CONTACT WITH TIE M MM EROSION CONMOL NSECTOR 50 IHEn PERIODIC TIMMIONS GAN BE PERFORMED AT
APPROPRIATE STAGS OF O MSTRU LION.
B APPROVAL O THIS RM 6 Mat AN AIRMORZATION TO GRAPE ADJACENT PROPSM. WHEN FIELD COMININS WARMT OFF -SITE GRAING, PERMISSION
MUST BE OBOMED FROM THE WOOD PROPERTY OWNERS. A REVISED PUN SOWING OF -SUE IMPACTS SmUD BE sMRIFD AND APPROVED
PRIOR TO AM OF -SIT GOING COTACT PROJECT" ENGINEER AND PROJECT EROS IN CONAO INSPECTOR TO ENSUE AMOK RRi" ONRRO.
MEASURES ARE INSTALLED PRIOR TO OF -SITE GOING.
A PRIOR TO COMMENCING LAND DRADNG ACTIVITIES N AREAS ORO THAN IDOAIED ON THESE BANS (INCLUDING. MIT NOT LIVED) ro OF -SIRE
BORROW OR WASTE AREAS, SIXNIG OR STORAGE MDK), THE CONTRA" SHALL PREPARE AND SUBMIT A SUPPIEHENARY EROSION CONTM PLAN ro
THE OWNER FOR RD" NO TO MCDER FOR APPROVAL CONTRACTOR SHALL PAY ALL FARES REQUIRED AND SAL NSNL NECEWIRY MEASURES AT
R0 SEPNGIE PAYMENT THE CONTRACTOR SHILL PROVIDE THE OWNER AND THE BNGFEr A COPY OF THE MOOED RANT.
10 EROSION NO SEGMENT CONTROL MEASURES SHALL BE MMFMO COFOWMOUSLY, ROWTED *0 AD AS WESSARY AO SNL BE OEOOD
AFTER EVERY RAINFALL SHE11ED AREAS SAL BE CHECKED REGULARLY AND SHALL BE WAT MED, FWL12ED. RE-EEDW MET MIMCIED AS NECESSARY
TO OEM A DENSE STAR G GRASS
11. SAMIZATON 6 THE AST FORM O DECISION CONTROL AL DISTURBED AREAS WHICH ARE NOT OTHERWISE STARRED R L BE TOP SORE➢ NO
SEEMED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH RE NCOBAR SEDIMENT CONTROL RO LAWS. PERMANENT SUM AND GRASS
ESTABUSWEM 6 REQUIRED PRIOR TO PROJECT WMREION AND ACCEPTANCE.
12 WHEN A CRUSHED STORE CON6TmICIOH ENIwNCE HAS MB! COVERED WARM SOIL OR HAS BEEN ROO INTO THE SOLE BY CONSTRICTION 1RAFIC, IT
94ALL BE REPLACED WITH A DEPTH OF SHOE ORK ro THAT O RE ONIONY. APKICATION.
13. TEMPORARY GAVEL CONSTRUCTION ENEPAICE SH MI BE REDUIED AT ALL CONTIAKIION STAGING AREA ENHANCES AND ALL CONSTRUCTION ACCESS
LDGTON6 INTO NOt-PA ED AREA SIX WOES O STONE SHU BE USED FOR THE TEMPORARY GAVE CONSTRUCTION DPANCE
14. AL DRAINAGE INLETS BINL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTON DEVCPS SMALL BE IMEDICIELY REPLACED AND THE NET GLEANED.
FLOW 6 MO AN ACCEPTABLE MEDICO O CLEMW
15. SEDIMENT BM A 0 TAPS, PEWEIER VIES, SEDIMENT BAPHIM AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CORSTRI M AS A
FIRST STEP N ANY I.YD-D6IUWND ACiMTY AID SITYL BE WADE FUNCIONAL BEFORE RIP -SLOPE WD OSRIRBAM.'E NO RACE
It ALL DISTURBED AFAS ARE TO OAR ro APPROVED SEDIMENT COHIROL MEASURES AT AL TIMES GAINING INTO DAY U BNG ACTIVITIES NO DAM SITE
DEVODPMOTT U11IL FINAL SOBIZAION 5 COMPLETE.
17. GOING DE -WATERING OPERATORS, WATER SHALL BE PUMPED NO NI APPROVE) FETEWD HENCE PRIOR M D6pYA(£ ro RECEMO DIRTIER.
18. THE CONTRACTOR SHALL ASPECT ALL FHOSON CONTROL MEASURES PEmOOCN1Y NO AFTER EACH NNOFF-PRODUCING EVENT. ANY BABY REPAIRS
OR CLIAN IP TO MAINFM THE OFFECRNflIRS OF THE EROSION CONTROL DEVICES sNL O MADE MTONTLY.
CONSTRUCTION SEQUENCE:
1. CONTACT LAD IN11Y AT [phone] BOORS ANY LAW D6nWDYLF OCtMA6.
2 CONTRACTION! SINL ENSURE THAT ALL NECESSARY PERMITS HERE BEN RECEIVED AND THAT TICS RMUI D TO O DISPLAYED OM -SITE ARE AVNARE
3. COTWOR SHALL HOLD A PRE-OWTILCHON MEE'RIG AT LEAST 48 FOURS BEIGE TRIBE ATRIA STINT O aN61RUCRM. CONIACF NCDEIR
INSPECTOR.
t OWRAmR STALL CONTACT CANTINA ONE CAL AM ALL DOB RAW BLAMED URUIES AT LEAST 72 HOURS PRIOR 10 DOW OR AS OIECIEB AT
THE PRE-COWNIUCION TEEING.
S. CODRATDR SNL WALL TEMPORARY CONSIRUCTEN ENOAIM AT EACH PORT O ACCESS TO SUAVE AID COSTRUCION ARDS
L INITIAL PHASE SEDIMENT AND EROSION CONTROL MIE WES SAL BE NS ALIFD N ACCOIDANG WITH PINS BEFORE GORING DIRK INCLUDING SIT
FENCE, NET PROTECTION. SWIEIt BASIN. DIVERSION OTCFES. TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE W6NIATON O
THESE MoSIMS.
CONTRACTOR TO USE PROFM SM07ER MANAGEMENT AREA FOR TEMRAMR' SIMMER BM MINING CO RAC OW AC7INRES MINE
ACCUMULATED SEDIMENT AND COVERT SUMMER BASIN 70 FINAL STOWNARR POW CONORDN6 CMCE RE SHE 5 STARILVED
=11MCIGV SHALL MEADE A RUN GWLE AD LOG BOOK COMAIWD THE A6PEC M RECORDS FOR THE SIRE
7. COMIR CM SA.L OILMILY AND CONTINUOUSLY MAINTAIN AL EROSION CONTROL DEICES Me SMUC URM
ALL AP AOIBIE US CONTROL W AS PEES MCAT BE M WFAIED UNTIL PEIBNMNF 109FIA KN 6 ESTM&FU.
W SIOCIPIE OP -RAP ON SITE NO NSA! ALL EROSION CONRDI. MEASURES WHERE IM WORK 6 OCCURRING. FDOIIONV. EROSMN CO M IEASIRIS
MAY BE REOUMO BF 111E ENKMED OR UPON RIMMNDATION OF RODENT 06PEM N PERSONNEL AS CODRIONS WNW
9. ALL DISTURBED AREAS SALL NNE GROUD SABWDATI N BY THE CONTRACTOR ACCORDING TO THE CHART ON DINS SHEET.
10. S AEALU SITE AS AREAS ARE RESCUER UP TO FINISHED GAPE
11. UPON COMPLETION ORE INSTALLATION AND WITH APRRO AL O MOOR, ALL EROSION WNW DEVICES SMALL BE MOM AND DISPOSED O N M
AO@FAB E MANNER EACH SECTION SHALL BE SEEDED AT NO POSSIBLE HATE AFTER NSNU71ON O PPE, SnRvL E OR ACCESS.
COORDINATE WITH THE DID" CONTROL 06PWO PRIOR TO REMOVAL O EROSION CONTROL MEA6111E5.
COVER TOP s41LL NOT COVA T ro PEEMAEFT SWMWIER MAMGE ENT FACERY Oft LPSTRFAM AREAS ARE SIAKW. AS PART OF 71E
COWEPSYON TRUE THE 10 THE PERMANENT SMRMWATR RIP, ALL ACTAIUUIED SEGMENT WITHIN THE BASIN SIM BE IEIRDAM AND N6Po5'ED OF
N A SU ABU MV#&R. INSTALL FNV. go" CO RAM W ASEM ARID PERMANENTLY SEED C.-M AEAS
12. ONCE GROUND COVER 6 FR ILY ESTABLISHED, ALL TEMPORARY OWN CONTROL MEASURES SIMLL BE RODVED WITH THE A'PROW1. O MODERN
"OECTOt.
I& ALL EROSION CONTROL MEASURES SHA L BE CON STFILM N ACCORDANCE WITH RE N.C. EROSION L SEDIMENT COTROL PIANWD AO DESIGN
MANUAL, AWOL U.S. DEPT. O AONCIILIUE, AND COUNTY SIAMRI
TEMPORARY INLET ZONED. HB I _ A
- RIP -RAP' APRON # 3 I \ PROTECTION TAX PARCEL: 765-65.6 /-F6-
NOW OR FORMERLY - - - - - _ REFER TO SHEET 1 / / _ _ -'_ Fo
PRINCE C-9 FOR DETAIL I \ u<�� e p / / - - _ - _ R/W FO -
I RIP -RAP APRON #2 AND DIMENSIONS I I \ ` / _ _ FO �_ FO _
D.B. 1914, P. 33 - \ _ _ _ _ _ _
REFER TO SHEET 1 I _
TRACT 5 11 \ C-9 FOR DETAIL 61- u i'_'_ R/W FO - ' -
KDROOTS DIVISION \ AND DIMENSIONS / E1/F r - W
-�
M.B. 40, P. 146 \\ °�/ / _ r' Fp -� FO �- _- -- W -- W
ZONED: HB ) // YII Fo -f Fo -._ - , --
TAX PARCEL: 765-60.20 \ / / 1 F Fo - _ -� W
TREE PROTECTION NOTES: / ► - t _�w0 ► _ _ _ - - _ _ J -' w W
/ TEMPORYi1 D ION DITCH �1 / .• • 1 1 FO 1 �' I
1. ADDITION TO 1TaSE lwttECOMIRRACTOR SMALL PROTECT a �/s1R�uB PceA nE MW WSW OF CUr/M ONES,/ ADJUST LOCATIO AS NECESSARY • w, .. • FO / ` W
IN MRACTOR TO MAINTAW POS DRAINAGE - • r FO OL 1 - W g'� �-- - W / i g•30
6 ALSO REQUESTED ro SAME ALL OITOt ELSIG TREES NO STRUTS \ /WHERE POSSIBIL TO SKIMMER BASIN �yt • • FO �� 1 - - - �'{- ���5797
2 WHEN ROOT PRL WC 6 NECESSAT, CUT ROARS CURACY USING A 06C REACHER ` P \ ) t 1 �_ FO �✓ 1 / 1,
AD IMMENVEY CWER ALL ROOT CUT SURFACES URGER THAN TWO NOIRE N Y \ / Sit ' FO - - - - '_ - J - -
oWETER WITH TWEE WAND OBESM USE PLYWOOD FUm6 WEIR TREE ROOFS ARE \ t�_�,► 0 `A�
ADAW ro PROPOSED CUR a GUITR OR SIDEWALK
\ r d �► _ - 1 I Y'
3. No SOL o6T11MMCE OR COYPASIIOR, Ommrm wHRIALS, TRAFFIC, RURAL _�� u_� 276.GQ� • ` •/ �' / / .- -� .� i' / _. / I \\ HWAS
IS, TRENCHING OR OR LIMO DISTURBING ATMIY ALLOWED N THE TREE \ 41t��/' W • „'
-'' _ 1 15• RCP
PIEURIOION ZOE THEE BARRICADES MIST BE INSTALLED BEFORE ANY MMUMN. \ y �,/A •�� • 13'51w , J O ` '' W -_- / / 1- -��` _ I �_� - 1
CAGING OR OMM CIION "IS NO NOT WMWGUED UNTIL FWYL I6PECiIOEt 6Ar, S79' FO � _ _ \
_ (- - -�j� W �L
4. No IRIIBBHG WIIWI THEE PROTECTION ZONE LEAVE s0l AND lFK IIHEA \ StR S? _ '� •� `� �- FO , - _ '' W' �• - �'' 2i - - - - -�i- MR
1
UDIST RBIA. SUPPLE" WIN 1-2 INCHES OF MACH. RE -SEED WREN CPAs ONLY . (� EF _ ► FO _ 1 i _ - - - - - - I V
RCP
N DISDLRED/oWOEO WAS. \ .. F0 -_ r _ ' - vT ,� .�� _ .� - - _ - / /'`� - - - - - - - _- - �B• I mo" - ' ' ' I\ 1 GRAVEL ' I
5. TREE BARRICADES MUST BE NSNLED BEFORE MY DEODIpN, CIPNWIG, GRIM OR _ FO -_ - - _ 1 - ' i - - - i ' - -� SW - _ - _ _ .- - - / _ / I ) V \ I DRAER I FM
CONSTRUCTION BEES AND 6 NO ro B: ROOM MEAL AFTER Cp6MGlax. _ R 4 / i/0 FO - - _ - W _�� �- - _ _ _ - _ -'' "' ' _ ' _ I / II GWAVEZ I I 1 FN
6. 7REE PROTECTION FENCE 6 TO BE LOCATED 1 FOOT PER TEE DIAMETER NCH MAY -•� /F -_ i' _ ' - - CONSTRUCTION i / - _ _ ' i '' - - �-E
_ _ I oRntwar I FM
FTMMI 71E TREE. R /W O _ FO ' i ' _ .'" - W Sf ENTRANCE- - _ / --_ - _ - „' / - - .- - --d8" _ = 7, " -- - - Zi R /
_ R /w FO FO I F i " / ZI �4i -' �� W RIP -RAP APRON #1 - --
FO �- FO _ _ _ REFER TO SHEET _ Nl LJ�
FO _ _ - W-'� ' C-9 FOR DETAIL - - _ _ - - - - _ �118 l p - FM - O
0--- 2� AND�IIONS --_=___��Y�jl�-\ r-
^(I ( I \ \ MAINF"
_, - - - I i \ t2' S� FMB , _ �(�--�' EROSION CONTROL LEGEND
I gkY"� WE TO muB e�<ts FIAT srAmNm TEMPOS W CUSTOM Dereas
45 '6 a8 / r 18• -irY= /1 I 1 ! 11` >j _ _ _ _- FM �-�I F� _ O_ R� o EROSION COILIROL HAT MAII B: AS CO STRUCTION ENTRANCE
�� �L,T, - 6 NOTED BELOW OR APPROVED EOW.. CE
_` S/a.• �- I- -� I E` J I CRAWL I Fb ' R/W)CAE
nRnEwAr I FM _ W
"NIV ' ' ( I I GRAVEL 1 I Ft'T _ R, , /�� O& � C TO Dam LOMNG� RP RAP MPRON
J Zi I I ORhEWAr L FM �0 01T
/ \ 18• _� I� FM --`- ,�. 6' MN. FREEBOARD
N UilWlllLL 11HNG epTEMPORARY MET
GRAVEL I__ F �. FM I d 0 1 I
PROTON
BRn2waY I �_ �- L
- - - - � 1 _ A/ � � •a � % \ - f FM W �= O � I B sF TEMPORARY SILT FENCE
_ V R NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
/ I I FLt
_ TROMP LONG ->TD >TO REP. DAER9011 DITCH
' I _ \ O THE SEDIMENTATION POLLUTION PROJECT CONTROLUWE ACT WAS MENDED IN 200E TO ION THAT PERSONS CONTROL
PLAN
FOR LAND FOLLOWED
ARULES S INSPECT H PROTECT AFTER
/ j FM I W EACH Pw�SE OF THE PROJECT TO COKE SURE TINT THE APPROVED EROSION AD SEDIMENTATION CONTROL PUN IS BERG FOLLOWED. RULES DEFNLMG THE DOCUMENTATION O(IO) SLOPE(X) H B W SS OWIEL UWIG
= MAR) FH I I. �-� 0 H OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF-INSI ECIION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES
12 S•5' FM _ �(}�r STORM -WATER PERMIT FOR COhMICIION ACTIVITIES THE FOODS OF THE SELF-INSPECTIO! REPORT IS THE MSUllAMD R AMAINTENANCE OF EROSION AND SEOMENFATWN
-. GR&E` _ _ !� �.- = _ - _ / tP' �=•_f o CONTROL MEASURES ACCORDING TO THE APPROVED RAW. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PE 11100e F
�; LNA•EM'AY II i ,,., _ - _ - �' - - _� _O GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
INOTE TO CONTRACTOR: L
THE CONTRACTOR SFAAL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL
INSPECTOR OF THE LOCATION OF MY Off -SITE BORROW SOURCE OR OFF-SRE WASTE
MATERAL DISPOSAL SITE. OFF -SITE DISTURBANCES CANE TOWARDS THE OVERALL
PROJECT DISTURBED AREA AND MUST BE COVERED BY THE PERMIT FOR THIS PROJECT
AD/OR THE PERMIT FROM ANOTHER ACTIVE TOWN OF B RGM OR NCDENR PERMITTED
SITE THAT IS APPROPRIATE FOR THE INTENDED USE (I.E. A ABLE MINING
REQUIREMENTS). NO OF -SITE AC7MTEES SHNl OCCUR UNIT. THE PERMIT FOR THIS
PROJECT WS BEEN MODIFIED TO NCWDE THE AFFECTED AREAS OR IT HAS BEEN
VERIFIED WITH THE EROSION CONTROL INSPECTOR THAT THE OFF -SITE AREAS ARE
COVERED UNDER ACTIVE MPIUKABLE TOWN OF BURGAIN OR MCOEM PORKER.
-----------------
t•wn
/
H
NOW OR FORMERLY
BERNAT
D.B. 1345, P. 139
EROSION CONTROL NOTES:
REFER M DOAK. SEERS C-9 FOR CONSTRUCTION COF TH OLS E PROPOSED ERK6KN CO TAD,
-_,. - - i FIA _ - I SPREADSHEET FROM http://W .dlrenr.state.m.us/poM/�mentaUm-n W.html. E YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE M THE APPUME MEASURES TO BE USED IN THE DEVELOPMENT OFTHIS SBE
J SIB' FM �' _ aLN 0� NCDENR REGIONAL OFFICE (RNEIGfI: 919-791-420) (FAYEREVILLE 910 433-33W) (WIINIGTON: 910 796 7215) (WASHINGTON: 252-946-6481) TEMPORARY DIVERSION DITCH DATA BLOCK
_ - - - V A, i / -• / _ FM -- _T� O�i -' (WINSFON-SPLEEN: 336-771-5000) (MOORESVIIE: 704-663-1699) (ASHEVILIE 828-296-4500). REFER TO SHEET C-9 FOR TEMPORARY DfiCH DETNL COO THE FOR IREFER TO SHEO K 1)EVIOERIDPMEtIr. TEMPORARY AND F9iM ANENT SEEDIND ES FOR " "G O1W"D
1.0 Of
OX
1.0•
2.0'
6.0'
21
SW TOM
DI 1F
IELWORARY
SO DIPS
O.5x
ix,20'
6.0'
21
SON
N7�
1 A TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE ,}P-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-469-2604 fx
[e-mail]
REVISIONS:
11116111 Revised per N00R
review -added yard inlet
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAINING BY: MEL
DATE: 10/31/11
JOB NUMBER: 004031
TITLE:
EROSION
CONTROL PLAN
SHEET NUMBER:
C-5
COMMENTS:

FINISHED GRADE ,
18" S0. PLUG ..
CAST NON MNNOLE VALVE BOX DEWEY •.'
BIROS. NO. MH-VA-4 OR EQ. FOR 4'-6' •.
DVL PPE DEAEY BIRDS . NO. MH-VA-2 OR
ED. FOR 8' DM. PPE
i
HOT POURED ASRIALT JOINT COMP(1 N D W W W W W W W W
a
CONC. WUM- W W W W W W W W W W t"•
404 WETLANDS DELINEATION
CIEAROUT RISER MATERIAL AM DMA TO W W W W W W W W W W W W W W W W AS PER
7lr OR 45 Sim RAD. ELBOW , MATCH THAT OFlMW tip •c '� W W W W W W W W W W W W W W W W W U.S. ARMY CORPS OF ENGINEERS
III COHIP/CED BACIO11 J-,,,�•t'� G 316.W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W .y W ACTION ID: 2006 00493
CONC. REST6' �W W W W W W W W W W W W W W W W W W W W W W W W W W MARCH 2, 2009
BLOCK � •' IF CIEANOW 0 FIND OF LINE, INSTALL
• PM HERE
SANITARY SEWER CLEANOUT
1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
NOT TO
OCAIE MIN
j13 ,y, W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
�W7 �AI W W W W W W W W
a? W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W \ WETLANDSW W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W •JY
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W JJJ////// - •
W W W W W W W W W W W W W W W W W W W W WXXX\ W W W W W W W = or
W W W W W W W W W W W W W W W W W W W W W W W W W ii llll
W W W W W W W W W W W W W W W W W W W W \•L W � �
\ W W W W W W W W W W W W W W W W W W i"• W�
W W W W W W W W W W W W W W W W W _ r.•�i ID
W W W W W W W W W W W W W W W W W •: �•• •. �:'♦ •,A
Y W W W W W W W W W W W W W W W W 111 � /� lv •:,t .R.
1 W W W Wk`\yam-W WETLANDS W W W W W W W W W'.: .. •:. .. / -•1: ,
/ EPEE ,-••,
TRANSFORMER PAD (IF REWIRED)
W W W W W W W • CONTRACTOR TO COORDINATE WITH I
REQUIREMENTS FOR ABOVE GROUND INSTALLATIONS OF REDUCED
PRESSURE PRINCIPLE AND DOUBLE CHECK VALVE ASSEMBLIES
1. The baddlow preventior must be Installed a Maximum distance of five (5) feet from the meter
service or before any wyes, tees, or bypasses. Installation of baddlow preventers within the DOT
right-of-way will not be accepted, N must be installed on the customers property.
2. Reduced pressure principle assemblies must be installed in a horizontal position and so located In
- which no portion of the assembly can become submerged under any circumstances.
3. Double check vahres can be installed in a vertical position provided the water flows In an upward
direction.
4. AN bacldlow preventers must be Installed above ground. Baddlow preventers installed inside must
be a minimum of twelve (12) Indies above the floor, and no higher Than four (4) feet above the
floor. Customer must maintain adequate clearance around the assembly for testing, and/or repair
of the assembly. Wherever a reduced pressure principle baddlow preventior is Installed inside a
building an air gap drain of adequate size must be IstaIed. Below ground installations are
prohibited for RP's. Any Double Check Valve Assemblies will require review by the Technical
Operations Supervisor and the Baddlow Cross -Cone tIon ORC for all below ground approvals.
5. Baddlow prevention assemblies installed outside must be protected with a 1060 ASSE approved
enclosure. The assembly must maintain a minimum distance of twelve (120) inches and a
maximum distance of thirty (30) inches above the ground. Landscaping Is allowed around any
assembly provided M does riot interfere with the testing and/or repairing of the assembly.
6. Protective enclosures must be used to prevent freezing or vandalism for backflow prevention
assemblies installed outside above ground. Freeze prod enclosures that meet or exceed North
Carolina Plumbing Code Standards are acceptable provided that the insulation is at least 7.05 R
factor, and have the 1060 ASSE approval plate. Adequate drainage shag be provided by a hirnged
i door or drain ports along the bottom walls of the protective enclosure. The enclosure will required
to be mounted to the ground or existing grade. If the structure Is not removable N must N must be
accessible by doors large enough for entrance and repair.
7. Baddlow prevention assemblies two and one half (2'%) Inches or larger must be supported to
allow for the weight of the baddlow, prevention assembly. Support construction can Consist of
cinder block, brick or steel. Supports must have a proper footing to rest on. Supports should be
apace so they d0 not cause interference with the testing and/or repair of the assemblies.
8. AN piping must be of ductile iron, cast iron, steel, or other approved equal.
9. In order to prevent obstruction during the tasting or repair of the assembly, additional piping and/or
valves shall not be located within and/or under the installation enclosure.
10, AI backilow prevention assembly installations shall be inspected by the Onslow Water & Sewer
Authority Technical Operations Section or an authorized representative prior to initial connection to
the potable water system.
11. Before installation of any backflow preventer, contact the Badk6ow Cross Connection ORC at
[phone] to assist In proper selection and installation.
Nole: Appendices wfthin #xIae regulahbre are subject to change Periodically or w req*W by BIe StaleofNalh Cambe
W W W W W W W UTILITY PROVIDER FOR SERVICE REQUIREMENTS. W I / }•;. ,
1 INCH = 20 FEET
W W W W W A POLE MOUNTED TRANSFORMER IS PREFERRED, W/ I �.'•.
TO sERUE THE SITEyr �W W W W W W W W W 8W W ALLOWED R.
UT11YSERVIK: PROVIDER.
W yt�7AA L �
,FIRE PROTECTION NOTE:
1-1/4' PVC (O%i)(f . i FFE=50.4
` 71E PROPOSED BIMDWIG WILL NOT IYWE A FIE SNW4WEA SISIEY
(BACKFlLL WITH •." ..•
COMPAcrAaE cRAva) WWU I AS �Ar
I�
�I
NOW OR FORMERLY
PRINCE
D.B. 1914, P. 33
TR4CT 5
WILDROOTS DIVISION
M.B. 40, A 146
ZONED: HB
TAX PARCEL: 765-60.20
R/W �
IF
�• R/W � - _� FO
FO z
_ R/W Fp FO-8 y
�- FO �- F0 FO
O AWE
! W
! W
W � W
! W
f_ W --
T -
--r 1
- - - - 1 GRAVEL I
- - 1 DRAMY
L l8' R
COORDINATE WITH UTILIY
COMPANY FOR INSTALIATIN
AND SERVICE CONSTRDCTIN
286,69
171
N C. HIGHWAY _PUejc)
100N RIW ASPHA NZ • s� MAIN1012 FM
-_FM ��•
rot �� FM R/I C) p1Y
EXISTING
UTILITY POLE
-- wv THE CONNECTION TO THE
EXISTING WATER MAN TAP)
/ MB
2i SiB•ROP
GRAVEL
CRAWL
1 1
F FM-
�� d U
. FM
4- PVC (SDR 35)
S.S. LATERAL
1.2% MIN. SLOPE
SO OVER SS
SO INV =45.8
SS INV=44.6
nslow Water & Sewer Authonty
to 2" RESIDENTIAL METER
RP / PRV ACSRMRT.Y °A� •;
CATE OR BA... VALVE IV BOX
NEAR HUM (OPtO%A1� -
Not Regaved as
PRESSURE REDUCING VALVE
hugoom Line
VRT, STRAINER (REOUNEn)
r
REMOVABLE iNSULATEC
ENCLOSURE WTH GRAN PORTS
ut �kjlW xvw DC
110y
(1080 ASSE APPROVED)
p
S �.. s NRr .LI
(REQUIRED)
1/4 TURN Ill PQii FIR(A2E
BA_L SHUT- OFF VALVE F2
CHECK vALvE N2 -
CHECK VALVE N'
- .. . �.
1/4 TURN FULL PORT 0RQ,ZE
BALL SHUT-QFF VALEE �1
_ .
TES' DOCK $1
STRAINER (OPnONAL)
ENSURE GRADE r,OPES AWAY
FROM COVERS B BOXES
CATE OR GAL-, VALVE IV BOX (kEOUIRED)
ALL PIPING 2" AND SMALLER MU57, BE
PVC, GALVANIZED. CAS' RON. STEEL OR
OTHER APPROVED EQUAL
RIGHT Or MAY
METER BOX (CNWASA-S)
METER (ONWASA'S)
10
.^.JSrOMER)
'S
HOUSE:
SUPPORTS AS REQUIRED
(MAY CONSIST OF CINDER
ALOCAS, BRICK, OR STEEL)
4. ODRC. PAD
ANCHOR BOLTS
METER Cur Orr (CNWASA'S1
FROM oi%wh5A1
WATER MAIN I
Onslow Water & Sewer Au-
3/4" to 2" RESIDENTIAL METER /
1. THE CONTRACTOR IS FILLY OESPOIME FOR CONTACINO APPROPRIATE PARRIES MID ASSURING THAT EX5M MITES ARE LOCATED PRIOR TO THE COMIDMIQN OF CONSTRUCTION. CONTACT THE LOCAL
MUNCPAIW ROM WORKS DEPARIMENF 48 HOURS PRIOR TO COWIEIICBQIT OF WORK FOR UIkBY LOCATING SERVICES. ALL UIURES SNOW ARE APPROXIMATE LOCATIONS OMY NO HMVE SEEM COMPILED
FROM RE LATEST AVAILABLE MAPPING. THE EXACT LOCATION OF ALL UOERGROUND UTILITIES SHALL L BE VOWS BY THE CONTRACTOR PRIOR TO THE SEAT OF COTNSTRI1CfgN.
2. COWWJCRON AND MATERIALS SAIL BE N ACCORDANCE WITH THE ONSLON COUNTY (ORAXA) PUBLIC UTILITIES SfANOARDS.
3. COMRACM IS RSPONSNIE FOR COMPLYING TO THE SPECIFICATIONS OF THE ONSOW COUNTY (ONWASA) MINORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF HE WATER MID SEWER LEES
4. CONTRACTOR SHALL COORDINATE WH ALL UTIJTY COMW*S FOR 167ALLATIM REOIRREME10 NO SPEGFlCAIONS. A PRE-CONSDAIC N MEETING WITH THE VMWOI)S URIIY COMPANIES IS REQUIRED PRIOR To
THE STARE OF ANY CONSMUICION ACIMTY.
5. CONTRACTOR SHALL NOIFY THE UITUTY AUTHORITIES NSPECFOR 72 HOURS BEFORE CONIECUIG TO ANY DOSIING LIE.
6. THE CONBLWTON SHALL COORDMNTE ANY WERRUFTON OF UNFRY SERVICE WITH THE OWNER AND THE UDUTY COMPANY. My PLANNED WEIBUPION OF UTILITY SOW SHALL BE GIVEN A 48 HOUR NOTICE TO
THE URLI Y COMPANY AND RE OWNER.
7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED MITES BE DICOINITRED, TIE CONTRACTOR SHALL CONTACT THE OWNER W MEEKITELY FOR DIECIIONS.
& PRESSURE REDUCING VALVES WILL BE FWM ON THE DOYESM WA79UO FOR EACH RIMING F THE STATIC PRESSURE N THE WATFAMAN EXCEEDS 80 PS. SEE MECHANICAL/PLUMBING PLANS.
9. Rg11ES SHOWN FOR WATER SERVICES, ELECTRIC. SANITARY SEWER BUILDING LATERALS AND ROOF DRAM PING ARE SOW TO CHANGE
10. THE OONIRACTOR SHALL SAW CUR, REMOVE, NO REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNOERGRO ND ELECTRIC, TELEPHONE, SEWER, AND WATER.
11. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UIIITES BY VAIM (FANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS S 41 BE DUG AT ALL LOCATIONS WHERE
SEWERS CROSS EXISW UTILITIES , NO THE HORVONRL NO VERTICAL. LOCATIONS OF THE UUIRES SHALL BE DETERMINED . THE CONTRACTOR SHALL CONVICT OWNER IN THE EVENT OF ANY UNFORESEEN
CMUCTS BETWEEN EXIM MID PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.
12 THE O MI 49M SHALL L ENSUE THAT AL IJIM COEPANES NO ONSLOW COUNTY (oNNl41A) SIMON DS FOR MATERIALS MID COWNC110N METHODS ARE ME. 7FE CONTRACTOR SHALL PERFORM PROPER
CMMMTION NIH THE M31ECM UTILITY COMPANY TIE OONTRACRA SHALL COORDINATE WORK To BE PEFFDNMED BY THE VARIOUS UNUTY COMPANIES AND SQUALL PAY ALL FEES FOR COFRECOONS,
OW NNECDONN, RELOCATIONS, INSPECTIONS, AND DEMOLITION.
13. TINS PLAN DETAILS PIPES UP TO 5' FROM THE MUM FACE REFER TO THE BILGING DRAWINGS FOR BMW CONNECIONS. SUPPLY AND INSALL PPE ADAPTERS AS NECESSARY.
14, ALL DQSUIG PAVEMENT WHERE UIIIIY PIPING IS To BE 067M ID SHALL BE SW CIT NO REFACED N AICCOROVEE WITH THE PAMMIT FEW REOILNE11EINIS OF THE ONSLOW COUNTY (ONWASA) AND NONH
CNRIXINA DEPARIMENT OF TRANSPORTATION
15. MWANN MNaNIY 10'-0' Hp✓QONIAL SEPARATION BETWEEN ON -SITE SAN. SEWER NO DOMESTIC OR IRWATKW WATER PPNG WHENEVER POSSIE E WHERE WATER PPW MUST CROSS OVER SIN. Son
PIPING. MAINTAIN A MINMAN 18' VRIMAL SEPARATION. WHERE SM. SEWER PPNG MUST CROSS OVER WATER PIPING, MAINTAIN A MMMUN 24' VERTICAL SEPARATIN ARID PROVIDE W. 4" THICK CNCREIE
CLFANOUT EtMASEMQ7T OR 4' CUIRI810115 C/LST NON PIPE SLEEVE ON WATER PPNIG FOR A MNNUI OF f0'-0' ON EIDFI SDE d TIE SIN. SEWER CROSSNIC. WHERE PERMITTED BY LOCAL CODE, DOMIESM WATER
RIM=48.0 A D �• SEWER SERVILE PIPING MAY BE INSTALLED N A COMMON TRBOH. TRENCH AND PPND NAC909 SMALL COMPLY NIH ALL GOVERNING CODES AND REGUATIONS.
INV=44.2
NOW OR FORMERLY
BERNAT
D.B. 1345, P. 139
ZONED: HB
TAX PARCEL: 765-65.6
SANITARY SEVER SIMPLEX SYSTEM
,---TO BE INSTALLED BY PLUMS LLC.
'1'1 3
B
1 C -� -N1IA
SANITARY SEWER FORCE crI i FM F RIW OI)�� OU_
MAIN CONNECTION TO BE s F0MAIN
MADE BY PLUMS LLC. IfI GRAVEL I paSlMkrF Ss. -
(2 TAPS REWIRED) AWWAY1IF� Fill �= O�� O SE�aMmDCOV��R DM HEAVY DUTY��
FM J
�} p� BNZE ROTAPER TIRFAD PLUG WITH
F14 �- R/W p17-� �RXNNIER SINK WAD
O�� O�� 1 F L
FLOOR LINE -
NOTE
CLEAN -OUT TO BE TYLER
PPE MODEL 003533 SERIES
OR EOLAL INSTALLATION
SHALL BE FLUSH WITH
SURROUNDING FLOOR
SURFACES.
001■1
NOT TO SCALE
LINE LENGTH TO SUIT
_ 04
R/W
-_ FO FO
- FO
MB f5, RCP �
( CC7--� i
`
I I I 1 DRAY
I FM
FIA
GRAVEL
DRIVEWAY i -- FM
FM I T F, OU�� OBI'"
0
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A I' WATER SERVICE LINE FROM WATER MAN TO
FULDIG PER MUNICIPAL R)QUIREJAD115.
OWTACT: ONSEDW COUNTY (ONNWASA)
TELEPHONE: [phone]
ELECTRIC SERVICE
'POWER CO.- TO PROVIDE UNDERGROUND 120/208/3 RASE SERVICE GENERA CONTRACTOR TO PROVIDE
AID INSTIL TWO 4- IXA CONDUCT w/ KILL WIRE TO UTIRY COMPANY PONE OF COHECROK.
CONTACT: JONES ONSLOW-ETC
TELEPI-M [phone]
TELEPHONE SERVICE
MEPHONE Oil.' TO PROVIDE NEW UNDERGROUND SERVICE. GENERAL CONIRACFOR TO PROVIDE AND
IWALL A 4- DIAL PVC CONDUIT W/ PULL WIRE FROM PHONE PANEL BOARD TO MR COMPANY POW
OF CONNECTION.
CONTACT:
SMEARY SEWER
GENERA. CONTRACTOR TO PROVIDE AND INSTALL A C SCHEDULE 40 PVC FROM EXI W SEWER TO EAST
DEAN MT DIIISIDE OF BINDING. (MIN. 11% SLOPE). PROVIDE (LEAN OUTS EVEN 75' MPIC L).
CONTACT: PLURS LLC (RANDY HOFFER)
TFIEPf : [phone]
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
relowderotriamiglesitedesign.com
NC LICENSE /P-0619
SEAL:
♦♦♦sp u n grrr4
♦ T' CA1?0 44
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SEAL :
24434 :
• 11.16-11 ;
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OIINER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
State 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
[e-mail]
REVISIONS:
11116111 Revised per NCDENR
review -added yard inlet
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/31/11
JOB NUMBER: 004031
TITLE:
UTILITY PLAN
SHEET NUMBER:
C-6
COMMENTS:

MN 10 GA
LINE WIRES
IML 12-1 GA
WIRES
GENERAL NOTES:
1. A STAMM PAD OF CRUSHED STIDNE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEAVING A CONSTRUCIION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TO BE 27-Y WASHED STOVE
3. THE ENTRANCE SWW. BE MAINTAINED N A CONDITON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL,
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAIOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, MOPPED. WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO ROM SEDIMENT PRIOR TO ENTERING A RIBLIC STREET. WHEN
N
WASHING IS REWIRED, IT SHALL BE DOLE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SENTIENT BASIN.
5. FILTER FABRIC SHALL BE MRAFl 500 OR EQUAL_
6. ENTRANCE SHALL L BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.
r' a aa/ a/
NOTES:
1. RELIVE SEDIMENT
WHEN HALF OF STONE
OUTLET 6 COVERED.
2. REPLACE SIDE AS
NEEDED TO ENSURE
DEWATERING.
STEEL FENCE PC
WERE FENCE
HARDWARE CLOTH
FLIER OF /57
WASHED STONE
LTER OF 157
USHER SEW
3' FILTER FABRIC
ON GROUND
inns- ire iN�IN li=4 n�lm=nei�lm�lai�lm nrdon�n�)Y Ilai�m�nr--In�n�POST FENCE V \FWWTTERF /
\ / Too' MIN.
L FWtDwME BURN WERE FENCE AND HARDWARE fXLRH =TW AB IC E 1
PUBW STREET SET MAX 2' AND
III Idll oWNCE U IW95TNn APART I CLOTH IN TRENCH VERTICALLY AND �4'�HOPoZ•ONTNLY
��IBIII-I@� PoOLY FM OW Vo EXISTING GROW : z� � �p SECTION VFW N EXCAVATED TRENCH
MN. 18 INTO
ABILIZATION
oIDMA
� WASHED STONE 3 SILT FENCE OUTLET / a sm ff Aswu By nr Amemr a nnn" ae Av)mr m wlrzr
FRONT!®
,r-W�OIEiI � FAa1C T
AM E10Y IBIWrALL AD ArrfAT OILY OLAWIC PIWYp16ED AMWA.TL ANY AE7NRS AFSMD 3YIML EYILE
T C-9 NOT TO SCALE rNawWZY
Wmw so TTEE PROTECTION AREA low MEN. 2 IRE=WE 3WMI EAVXrM FAwaYAT6I AN' EwNr TVer Ams aw4w DIP AE101E0R
S SMM9W 119MU"" K ASIAXED MIv C1910 s A" IMF DE AE6TVr W DE NOR ANY
mm IN RESISTANT
POLY �, SHINDY!CO WU ABWW NFLACE0W RESITADWF N/R1TSWAI0 RM1 AFEMEWM
/-RYMw'JOE HIGH - TENSILE F/BRD (TYPICAL) OD NOT ENTER Ln1A17W/ O 7IE EA157AG BFNRE P1WA)IWD AD .YFn2l
� ■w,res«w°�' � EARLY SUMMER SEASON STEEP SLOPES
40 Ibs/acre of German millet 12D br acre (gran) CONTROL MEASURE OR � TO INTERCEPT FlAW AND/OR DIVERT TO A
SIGNSWARNING SM(YS 7D BE BADE 17F MAXI UM MEIIifIPROOF WiERNL "' SEEDING AwBMSE 2. SILT SWILL BE REMOVED WHEN MIDI IS ONE-HALF FULL.
TEETERS 10 ff J' MTYT AMAIN( (YEWLY LED■f AND SPACED AS DETAILED. INXRIE I ILA acre too fesue 80 ba ►cre twos NMT MRSW ATEINCN M7D43. DITW 91ALL BE RECONSIRUCIED WHEN DAMAGED BY EQUIPMENT OR COVERED BY
STYES SHW. BE RACED AT 50' YAXMIVY NIERYAS. / l
RACE A SIGN AT EACH END OF BLEAR TREE PROTECTON AND 50' M CENTER TNEAEIFIER - _ LW rA MOT AD A7PAEIERYFILL
FOR TREE PROTECTION AREAS LESS THAN 200' N PERIMETER PROVIDE NO LESS MW ONE SIGN PER PROTECTON AREA May 1 - August 15 October 25 - December 30 AWKYL ANEAIMar AE:Uf
4 SfABB1ZE OIVERSOH DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH LAC,
ATTACH SIGNS PROTECTION
ID FENCE POSTS AD FABRIC. SMINMW AI A REA AUNN'sE ' AND/OR EROSION CONTROL NETTING.
MA4IIAN TREE PROTEO71oN EENCf 1TM01XYDIA W21110N OF PROUECT. IWrTMw RE' AKRRNt AE/IIW 7/E
ADORINA. SIGNS err ff IENIIMED By CITY a AWDGYL INSPECTIONS DEPARTMENT BASED ON ACII.W. HELD O'G1WDfTONs ¢ CONSTRUCTION ENTRANCE SEEDING Referh'Gze B growth is not fully adequate. Between December 30 - Fetwwa 15, OVWWH L Ww•AS AEMEW ADY WASTE wrEPoAL-COMPACT.
PUCE A SIGN AT ENYI ENO OF ANENT ME PIOIECTION AND 50' ON CENTER IINE7WAFTER DALES add 50 Ibs/acre of annual Katie kspedeza. HEYWUX9uW7P5 A6zYtAnnM
C-9 NOT TO SCALE Apply 4000 Ds/acre show or quivowd Apply 40DO bs/acre straw a e*Went Asw' EVAMMMS °Aqw rs'N0 SEED N MULCH � �2' MIN.
hydrosaedng. Mdroseeding• AIIGV aGr' � DIME VAN OF DITCH -:
Afff AqE AE 42FOW Al MON �
6 ood
TREE PROTECTION FENCE s' o• MAXIMUM AMENns �� ranrestane and 7 0 Res/ate 10-10-i0 �a«rfirrmtanwW 7500 In/we 10 Teo--10 Y A v� �,v t r k lz-
C-9 NOT TO SCALE mm mm fertilizer. fertilizer. )wAIM M S�AIF"2�
7 SLOPE TRACKING DETAIL
C-9 NOT TO SCALE
NOT TO SCALE
NOTE:
4 ill li' • 1 K:Y !'11�>
'i''i Ir 1 `1' !'ill } •'
•Nil irl i' 1 1 1 1\ ,
ill 2
MINIMUM 10
GAUGE LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WERE FROM TOP
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WERE
SRAOE
"i040; MEN 4i�4OC�4i'��. OOi04IOi04i44i�04iIWOiDOVDOn
uE�'►�E Y�WI,�W/ W4r_i _ cf ��►4r�►�� IW�.r��1 ♦�44. , , ;..,
M.T I 1. 11-n n n. n.
=11 11! (1:.11 II-11-II'-11=II-II-11-11=II-II-II-II-II-II-II-II-II-II-II-II-1L=11 II III) I,1111=11. � i ♦
r 1 i:J..l IA. 1 al
11
ul
1.
R129? / ' m A
�+raff
II
L�TL=H
•/ coo /• . mawmr Acuma-a mw
11=1111
DRAINAGE F Ili. NOT
MPARS AMIM -99WL bf ANDF: 9l E
EXCEED 1/4 ACRE AND NEVER
AREAS 1 CONCENTRATED 1.
/ it e>/ ''/ r ]
♦ /Ira/ /' i] / / ff
2. REMOVE SEINMENT DEPOSITED AS
-
vm a/
®
NOT TO SCALE
CONSIRLICTION
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON EIS SIDE ON THE BOTTOM ROW TO ALLOW POOL
ORMIAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 NCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM RON OF THE BLOCK AGAINST TIE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVON) WASHOUTS WHEN OVERFLOW OCCURS. F NEEDED GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 20 WOOD SIDS TIWOUGF BLOCK OPENINGS.
2. CAREFULLY FIT HARDNAW CLOTH OR COMPMAAE WIRE 16H WITH 1/2-NCR MUM OVER ALL BLOC(
OPENING TO HOLD GRAVEL N PLACE
3. USE CLEAN GRAVEL3/4-70 1/2-NCH IN DAIEIER. RATED 2 DICES BELOW THE TOP OF THE BLACK
ON A 21 SLOPE OR FLATTER AND SMITH IT TO AN EVFF GRADE DOT 157 WASHED STONE IS
KDOMNDIDED.
r / • r, r ]
/a•A•
' IT' }• /t A" •]/ •a / r
HUB END ON 1
END SECTIONS. rl
WAN
i t 1 END ►1M��A `1A@174.
SEmoNs.�JrfiAAA`1AA
--/-RIP-RAP 2
0' A•, AA•A /
cJ�=rid j
b ,�
c� ceA ��w
N • AA1/ •
■�', AM erJvA A":�rtlllv'i \ it / v r Ylr ��ci
,' �I� •Nat+ac��s-
A�Oj A�r� r�.Ii9'itetZA►:w'Sas•..Wn+i.;lc
• 9
ii • 'ill ;�. �1.1'A
1iA �(♦'jA< t'If
WASHED STONE
LAYERPLAN f MIN. OF FILTER FABRIC
NOTES
sHTXU EXTEND Lip BOTH `TES OF THE APRONe AROUND ENE DID OF THE PIPE 1' CULVERT DISCHWGE OUTLLT AT A MAKNIUM
SLOPEOF 2.1 AND A HDGHT1 aS 1 THIRDS THE PIPE DIAMETER 1' CULVERT it
REM SHALL BE NO OVERFLOW FROM THE END OF THE APRCIN TO THE SURFACE OF THE FROM CHANNEL THE
AREA 1 BE PAVED 1' ••ill SHALL BE UNDERCUT1 THAT 1HE INVERTOF THE AFFM SHAU. BE AT THE
SKYE WADE (FLUSH) WITH THE SLIRFACE OF THE ROCIDIVING CHVINEL THE APRON SHALL HAVE A CUTOFF OR
1E WAU_ AT THE DOWNSTREAM END.
MAMMUM TAPER , RECENING CHANNEL
WIDTHTHE OF THE END OF THE APRONEQUAL,1 THE BOTTOM 1 OF THE RECEIIIING CHANNEL
ALL :r' i STRUCTURE TO BE COMPACTED TO 1• WATER
THE RACING OF FILL EITHER LOOSE 1' CONFACTED IN THE RECEIVING CHANNEL. 1 ALLOWED
1 BENDS 1' CLANS IN THE HORIZONTALALIGNMENT OF THE APRONPERMITTED
owwr
/ } /. FAMES / .>. .
.. VI >/ >
Rip -Rap Apron #1
DIMENSIONS
ENTRY WIDTH
4.5
FT
LENGTH
9.0
FT
EXIT WIDTH
10.5
FT
MIN. THICKNESS
22
IN
tIN STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron #2
DIMENSIONS
ENTRY WIDTH
4.0
FT
LBVGTH
5.0
FT
EXIT WIDTH
4.0
FT
M1N. THEMES
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron #3
DIMENSIONS
ENTRY WIDTH
4.5
FT
LENGTH
9.0
FT
EXIT WIDTH
10.5
FT
MIN. THENNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron #4
DIMENSI)N5
ENTRY WIDTH
4.0
FT
LENGTH
5.0
FT
EXIT WIDTH
4.0
FT
MIN. THEKNFSS
22
IN
M N. STONE DIAMETER
6
IN
STONE CLASS
B
n G
_�12' MIN. ANCHOR
SKIRT
�BOTRMI OF WIRE FENCE AND
FILTER FABRIC BURNED 8'
VDRIICAILY AND 4' HORIZONTALLY
IN EXCAVATED TRENCH
SIDE
A) OURET STRUCTURES SHALL BE MIRED THAT WITHDRAW WATER FROM THE SURFACE.
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF KISS THAN 1.0 ACRE DRAW -DOWN DESIGNS SPECIFIED N THE DIVISION
OF NAND RESOURCES OR DELEGATED LOCAL PROGRAM REOUREMENS ARE ACCEPTABLE.
C) CHEMICAL TREATMENT:
1) ALL TREAT" CHEMICALS MUST BE STORED N ITN( -PROOF CONTAINERS THAT NE KEPT UNDER
SNRY-RE56FANF WAR OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT
SURFACE WATERS
2) ALL TREATMENT CHONGVS MUST BE USED N ACCORDANCE WITH DOSING SPECFICARIOES AND APPLICATION RATES
PROVIDED BY THE MANUFACTURER 9URPLIER AND AS SPECIFIED BY THE MUM OF WATER QLWTY.
3) THE PERNOTEE MUST ONLY USE CHEMICALS THAT HAVE Ba N APPROVED Br THE RC DIVISION OF WATER OUYRY AND
POSTED ON THOR NORTH CAROLINA DIVISION OF WATER OUAM APPROVED RWS/RACCUTANI9 UST' FOUND ON THEIR
WEB STE Al AND://padd cdw.o9/wob/wq/"/at
4) THE PORMIT E MUST ROUTE STORSWHR TRFAED WITH POLYMERS, FLOCCALATS. OR OTHER PUT" C E ICA15
THOM SEDIMENT TRAPPING, FILTERING , NTD/DR SEITNG DEACNS) TO DOM ADEDUUE REMOVAL OF SEDIMENT
RU=UIEM PRIOR TO DISCINRGE TO SURFACE WATERS.
D) USCWWGE REOIREMEMF - DISCHARGES MUSE REEF THE SIATI1TCYY REQUIREMENTS OF THE AD" POLLUTION 0OTR01. ACT
AID UNITE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND wsw CONTROL mswc AND DESIGN mANAWL TO
ASSURE TENT NIFERS AND VEGETATED NFAS WILL BE USED TO REDUCE THE PDTO W FOR VISIBLE MIATTON OUTSIDE OF 1HE
25X am TONE IFAAE9 THE NAND-CSMRBNG ACTIVITY.
SKIMMER CONTACT
INFORMATION
J.W. FAIRCL01H A SONS, INF
P.O. BOX 757
IWLSEORDUXL NC 27M
919-732-1244
919-732-12M FX
TEMPORARY SEEDING SCHEDULE
GENTLE SLOPES
STEEP SLOPES
MIXTURE
I bs/acre of td fesue
100 Ibs/acre Ed fescue
(unsay aft A 15) Iespedeza
10 bs/acre Kobe lespedeza
FALL August 25 - Oetaber
FALL•August 25 - October 15
Late winter. February 15 - April 15
Late winter: February 15 - April 15
SEMINC
To extend aping seedin into June, add
To extend cop i wW'' into Jae, add
DATES
15 11mlacre Mailed BemeWagross
15 bs/acre hulbd Barrxldagrass
Ovwseed'ng of Kobe bspedm over fal-
OvwserA'irlg of Kobe ldeza am fal-seeded
seeded tail fescue is very affective.
effective.
tail feawe is very ee�t
SEEIMNC
AHIDOMDNtS
time and fertilizer per sd teals, or 401
ware rlmestane and 1000 bs/acre 10-10-10
lane and fertilizer per sail tests, or 4000
acre limestone and IWO bs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
GMUCKI Csw-- Protective aver must be establehed on d dlsbAed areas wife 21 calendar days after
Tad disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded dopes and fl1h-- protective aver most be edabfadw on all graded *P's ad figs wi0lirlrl 21 alerdor days after
a phase of grading is completed or has tempaoly ceased.
PERMANENT SEEDING SCHEDULE
ARM ASSEMBLY
•c• ENCLOSURE
WATER ENTRY UNIT
PERSIUM
PVC END CAP F4C 02OW PPE ENT SCHEDULE
40PC PIPE
PVC ENO CAP
1 2'PIHOLES IN SCHEDULE 40
PVC TEE DE PVC PIPE PVC TTE ORIFICE
PLATE
FLEXIBLE
HOSE
END WEW
FRONT
FAIRMOFFH SKIMMER
REFER TO DETAILS
Skimmer Basin
SURFACE AREA REQUIRED
1,488
SF
SURFACE AREA PROVIDED
2,312
SF
VOLUME REQUIRED
3,420
CF
VOLUME PROVIDED
3,872
CF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
68 x 34
FT
47.00
TOP OF DAM
76 x 42
FT
49.00
EMGY. SPILLWAY LENGTH
4
IFT
1 47.50
BOTTOM OF BASIN
60 x 26
IFT
1 45.00
rilt,
�1
®
1
DATA BLACK
INFLOW
STRUCTURE
DEWATERING
ZONE
FILTER FABRIC
12• J
2 TEMPORARY DIVERSION DITCH _
C-9 NOT TO SCALE
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE
2. RIP THE DOW AREA TO SIX NOES DEEP.
3. REMOVE ALL LOOSE ROCK. ROOTS AND OTHER OBSTRUCIIMIS. LEAVING SURFACE fDSON0&Y SMOOTH AND UNIFORM.
4. APPLY AGHICU.TURAL UYE, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY MID MIX WITH SOIL (SEE SEEDING INXHIRE).
5. CONTINUE TILLAGE MR A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEM IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTPACK AFTER SEEDING.
7. MULCH IWEDDITELY AFTER SEEDING AND ANCHOR MULCH.
& INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RISE I INGS WITHIN THE PLANTING SEASON, F POSSIBLE. F STAND
SHOULD BE MORE TNAN 60% OAMAGED, RE-57ABIM FOLLOW THE ORIGINAL LINE, FERIWER NO SEEDING RATES.
9. CONSULT SBEC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED
SEEDING MIXTURE:
Al78WLTIRE LIMESTONE: 2 TONS/ACRE (3 TONS/ARE IN CLAY SONS)
FT:RRUZER: 1,000 LBS/ACRE - 10-10-10
SUPERP OSPMTE 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 CALS/ACRE
•ll�i .N17.�:
SPILLWAY
NOTES:
1' FREMOARD
6' MN. INVERT EMIBANIom
1. REFER TO NCESCPON
ELEVATION OF
SE, CIION, 61 FOR
RGENCY SPILLWAY T
AAAIWAWIL
SPECIFICATIONS
PfB1lAlii SP1JLWAY(
REGARDING
RED) SPILLWAY
SPILLWAY
it
R1. ::
�1•.,}!
1i.1�'
��-'ail,•',
'
�����
"''�.
`1'.1'� �_�_'r'l
COUPLING CONNECTION REQUIREMENTS
USING STARS OR •'d • '1 • ` FENCE.
MONIST UC Ie.SPECIFICATIONS;
1 1 it i r♦
CLEAR, GRUB.1 STRIP THE AREA UNDERBIBANKMENT OF ALL VEGETATIONAND ROCfr MAT ROMALL ♦ `I.
`,1
WHICH` 1 I 1 ACCESSIBLE 1' i r
rl ? 1 1 1•,MATTER, J STOCKPILE 1' 1C•/` 1 PROPERLY.OBJECTIONABLE`}
iRI
7 ..A•ol .. i� I,q ..
PROVIDE 3 BATTLES (USE TWO IF LESS THAN 20 FEET IN LENGM). PROVIDE
TO THE DESIGNATED OISPOSAI. ARIA.
..,� .,. ` ••1' '1. 4.
,1 1 1
BATTLES3.
1 DRAINAGE GREATER 1ACRES.2.i
BAFU 11 / I' EROSION1
, • OF SMALL , , 1 INCHES LOWER 1' r BOW .
`MATERIAL.'O i 1 i RE 1 'ill 111VEGETATION,1'MATTER, I OTHER
1: 1 7': r 1 1 EXCEED "INCHES, 1 • a. •1 OVER FILL THE
:.77 ..//$...M
,1
i; !r ,• II ••1'
'd'
i 1 i INCHES 1 1 1' SETTLEMENT
•,i71 •,i i
BAFFLESINSPEcr 1' ONCE ii l i' •
3. CONSMW THE OUTLET SECTION IN THE EMBANKMENT PROTECT THE CONNECTION BETWEEN THE RIP-RAAP AND THE SOIL FROM
f4al MWALL A94AT ANr RMA?m •r
PIPING BY USING FILTER FABRIC OR A KEMY CUTOFF TRENCH BETWEEN THE Rp-RAP SERIMRE AND SOIL
7/ 7
_����■■�■■�■■HH■■■�■■I�I��F■I� ii '1
r i' ii 1 O EXTENT) ACROSS 1 11 1
SIDES TO THE TOP OF THE DAM; OR
/ \ /
���■■�■■�■■�■���■��'
��I
Iit
EXCAVATE TRENCH CENTER NE IF THE SPILLWAY EMOTION 1 SIDES 1 it 1
A
:•��1p�� jN,.l
1 'IE•1 1 LEAST 2 FEET DEEP i E WITH 1EXTENDING,,'.}'.
/ A/.'/• /';P A/ ] 5a' I
•'�m•1r it
- -
4. CILEAR THE POND ARIA, :91 THE GDATION OF THECRESTOF THE SPILLWAY TO FACII.ITATESEDIMENT C1AMXXTT1
../
•1 i.` ,•AR STAPLED 1'
--_- -
5. ALL CUT AND FILL `ra 900 1• FLATIM.
TRENDIED INTO BOTTOM 1' SIDE `Are. 1"yi.;;.,
:
i • 1 1' r / 1 EMBANKMENT BOTTOM 1 1 i 1 SIDE
.;. .
SLOPE1 i i 1. 1 BOTTOM 1 SECTION.
RV / "/ 4 / I /' 6 ! / •
CROSS
M. SHED 1 BOTTOM,WIDTH,SHOWN 1 ♦ +1 ` IRE N i l 1
ME A / / ']/ h"}\, /
s
THE 1' 1 1 i' it i s l i, KEEP THE THICKNESS OF THE `li. OF THE SPILLWAY OUTO STRUCTURE AT A
&VW APT OW 70 AKV 0114061W 7W
90MAIR
- - - -
MINIMUM OF 21 INCHES. THE WEER M(W BE LEVEL AND CONSTRUCTED TO GRADE To ASSUIE DESIGN CAFACM.
./
I!
-
T,I
MATAL USVI 1 ` 1 ` 1 1 7 r' Rill ', 1 1 1 I `Z 1 Y li, Y \
• / I : ]' MET) /}•r •a/
,1 ,a/' ] / i I i• I /'h. / •].•I .NOV•]A J I•I•: } / / ]r / "
••v
-
rl '11 NE •, •1 i Rill '1 1 1 •Z 1C OL1••ill i RE
/• r /7•
, a• / / ,/ •/ 7 / ar a/ a v/ ] •/ : a / •/ /
_
rSTONES,.1•Rill 1 VOIDS 1 •ri• STONES 1 SHOULD HARD.• ANGIM 40 HIGHLY
•'/.]' /m 'a./
,/a'/•
D - LAMMED r /• } : a• / /ail /' '/ / v
''__I.
DISCHARGE WATER 1 E 1 • • i EROSION.TEMPORARY • 1• 1• 1• 1 i\`1 . WITH
MET PROTECTION1 WERT SMIENT-LADEN WATER TO THE LIPPER ,..1 OF THE 'ill 1 "1 EFFICIENCY
M47]' / . : •>/ ]
`
1 71 , SECTION EXTENDS Ir 1 1•, THE EMEINWIT STABLEO
1 1 1 �
•1 r 1 , , r it 1 1 'i 1♦ •1T 1' •, •i V lii' ill0. I
•1
/P //r /a: i• :/ I' r :. //} / I' a' / ]' I +/ I , 9 1a r /S'• r
1 1 '•'1 NDI F'O 'e ` ri T 1 CO 1 1.
r : e / i ♦ .4/ >' I •E A /Mil •/ IS / /T.'•
11. DIRECT EMERGDO BYPASS TO NATURAI, STABLE AREAS.1 \ MIJETS SO THAT ROW1 DAMAGE
jr zw ] Am /• mm fw . aaAw, mu mxr ow ar t] I ]/ Aw 7w aww70V aEMED NTH A KMW!7/ /•
EMBNOWENT.
:. 1/ THE EMBANKMENT N] ALL. 1• 'dill AREAS ABOVESEDIMENT POOL AND DOWNSTREAM FROMIMMEDIATELY
SHOW 1 Y '1 1' 1 1 SEDIMENT • 1 i ( DESIGNli' 1
13. N THE PLANS
• ♦ -JI ,•: /' /- -r / / ;iL ••a• '+ ,• + / I r ♦
NO MAW IT IN THE
S�,:il. r i'SIN
]: I' a'/.•I r lY /• •' V • I}l ' ia' '
14. INSTALL 1'1 BAFFLES AS SPECIFIED ♦ .POROUS
.t IS
C-9 NOT TO SCALE PREFzw IFIww cw RESY.ET Av xr Paaw by PE am sow SHONE PRE'1r1T//m _mw BE wVV Av TTE Nwo? TD PREADVl 77rF.9v7Au ARAV
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE /P-0619
SEAT:-
CAROi
�p Q��F ESSTo�s r�
SEAL
i 4434
10-31-11
IN
., E.
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fz
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAINING BY:
MEL
DATE: 10/31/11
JOB NUMBER:
004031
TITLE:
CONSTRUCTION
DETAILS
SKEET NUMBER:
C-9
COMMENTS.

TOP OF STRUCTURE NOT SHOWN FOR ClM61Y
(SUB TOP WHIN MANHOLE RING 3 COVER)
U 0. 1.417.111, ir..Je
1. INSTALL EROSION CONTROLS
2. CONSTRUCT DAM BASE AM AREAS BELOW THE
NORMAL POOL CONSTRUCTION TO BE PERFORMED
CINDER THE 147ECHON OF THE CEOIECINCAL
EIIUMEIIt. SEED UPON COMPLETION.
3. INSTALL OUTLET PIPE, RIP -RAP APRON NO
STONE FILTER I=.
4. CONSTRUCT OTLET STRUCTURE
5. IBM ACCUMULATED SEDIMENT ND
SEED UPON COMPLETION.
APPROXIMATE SIZE
EXCAVATE AND BAUOLL
WITH COMPACTED
SIRUCT FA. FILL AS
ONECTFD BY GEDIECHIVAL
ENGNFFR
7T-15' HOPE O 0.32%
BORE
1. PROW TO NAA ATEK MANIIFACRAER S EMNIO S OF FLYER MEDIA SMALL BE REVIEWED TO BRMWE TVA MIDIRIE RIONN
FILTER NM S ALL MEET OR EXCEED RE PRN19p6 OF THE EIFAVN WVER ACE.
2 EINAME IMAT RIIP PRESSIRE E DOES NOT DUD FLYER MR PIES IX RUM
a FLYER MEW MAY BE 80T N F INS M. SAW AEON FLTRWON MWOIS. NO FILTER FARED
RAGS OR POLYMER BASED OMERING FPN.TCES.
4. PUP SINNER SULL NOT ff N CONIACF WIN BMW OF POLO.
4' MN
8-Xnl-XI2• LONG ANGLE (6 TOT. REQUIRED) TO MON RISER TO
BASE. PROVIDE 2-3/4- A307 BOLTS FROM ANGLE TO RISER AND
2-A307 'J' HOOKS 3/4- CIA. X 12- LONG FROM ANGLE TO BASE.
ANGLE TO BE FIELD COATED WITH ZINC RICH PAINT AFTER
CONSTRUCTION. J' HOOKS TO BE PLACED UNDER LOWER REINFORCING
STEEL.
mom
STAB TOP WITH MANHOLE
I= AO COVER FOR ACCESS
TOP OF MM ElEV410=48.0
i. W
BOTTOM OF EACH DIRECTION PROVIDE 3' MAN. CLEARANCE BETWEEN
ENE OF CONC. AND San REINFORCING. FOIEDAY
PROFILE OF WEE POND DEFEIM SYSTEM
SCALE: N.T.S. CRASS- _
CUB
AND GUTTER -..
e111' REND MOM LOW POINT
W W W W W W\ W W W W W W W W W W W W W W W W
W W W W W W \ V W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W
VEGE
SEEDBED PREPARATION
W W W W W W W W W W W W W W W FTPpWA�Y W W I.•.
I. CHISEL 4UIPACIED A EM NO SPREAD TOP90L THREE INUES W OWR IONSM SOL CONOROMC E MINEABLE
2. RP RE UNTIE AREA 10 SOIL M2ES MEP.
W W W W W W W W W W W W W W W W W V• .J
I REVUE ALL FDDSE NICK, RDOH5 ND OTHER 01151RIDDONS. LEM= SURFACE REASONABLY =07H AD UNIFORM.
4. IMPLY NRDURWUL LIEE, FOLUK AD SIVIRPt PIMTE UNIFORMLY NO MX NN SOL (SEE SEE= MIXTURE). \ W W W W W W W W W W W �• W � W W W W
5. OM ME XLAM INIL A WBL-AL0B6GDRNL REASOMaY UFWUN SEEM b P EPNED FUN 10 SDI HUES W. W W W W W W W W W W W \J- � W W
SPREADER
Um-
L SEED ON A FREELY PREPARED S]ED® NO COVER SFID UDHLY NN SUMO OW" UI CULTWCK AFTER SEEDING.W W W W W W W W W W W \• W W W W W W'
7 MUOI IWEDMIfLY No SEEING ND MOM MEAL W W W W W W W W W W W W W W W W W t
_ W W W W W W W W W W W W W W W W W
ALL sMED
IF
L ATROSHOULDBE MOW 10 6M DWMRE-MAINSMPQIDNII G TIE 61MAYL UNE. FERIW@R AND S®NG FAR$,
9 ON O&T SAM DNMROMOK DIOImb ON MANENW ICE MOMENT AND DA1p PER11N NO PENNEID COVER IS , W W W W�W WErVND5 W W W W W W W W
FSTAMI4ED. , W W W W J W W W W W W W W W W (,
LANDSCAPING NOTES:
1. ALL IANOSCAW6 SML BE N CONPLNM WITH RE AXON BIP REOIWA06115. W W W W W W W W W W W W W W W W l
2 LANOSCIPE CO TMCOR SAL EMU A TWD-YEAR 1011ROM FOR BW RAPING S119#0 FLAMO FF.
I ATI E DID OF RE FIRST YORE AND a ENE END OF THE TWo-YEYt W1RFN11Y TROD. ALL PWIIS THA 00 NOT 91NMEE '
MIST BE REPLACED. W W W W W W W W W W W W W
4. f$TBl9/FIIF PRDOEDURES, SUCH AS CONTROL OF K&SIVE WEEDS. A IA AND WON. DOKE, MILUNL PE-STMEK,,
IWYE Ga NO WISH OR BUM PROIECIION RFRALEYBO. SMALL BE 1111Ledim TO IRE Dam IODFD M DESIRE FETTLE SIORNMEATER \ may, W W W STORAGE W W W EMERGENCY
S TAW& SEAMNEW BERIM AFTER ESINBUSHOR (NPLOIONTEL.Y 12 111011 HIS). M PREVENT GRIXNG EASEMENT
(SIRAI NO) OF ALL WOODY PLANES , \ SPKILWIY W ,
L GRASS OR WIOEi SEED MBA BE APPLIED a THE WES S WI D Of THE APNEAS E PLAY MABUSNBIT a, \�► ♦ A� �� W W W W W W / 1
GNU BEIOREVED WITH SOW IN TIE TIE Of SAwmw CNWEIOPI OF THE SORIMAWR FACILITYRNIIOI OF ARE w 00wo
PRUET, DO THE CORRCIOR SiAL PUMP RE PLEA ON MWURDWFR MN PLU65. CO TAW HUMS, OR OTER WM _ _
TO 011PLE1E RE SPECIED PLNPFNG AND PROW MIWhT HDS M BEFORE WAVIER 6 ALLOWED M BONER TIE SIORFf11ER �a�T I W W Wwo
�157 STONE
ON
FILTER GRASS LINED
PIMA NEW FABRIC CHINREl. 6'
DEEP, 2' WOE.
or
478
AE'PE���P
ILO: r. a..b:
TO BE LEVEL
PIPE
SPREADER LP
ELEV=4527
FLAW
ONECFION
ELEV
44.77�
I
r-
3- LAYER OF
#57 SALINE
3' WIDE STONE STRIP
ON FILTER FABRIC
��� �1 -6' CURB
R V�4.27 AND GlIT1ER
CRC SECTION
OUIFALL
PPE
_._- --_- 5' LONG s 5' WIDE
W W W W W
IN=44.77
/♦ice '
8' CLASS 8
- - RP -RAP OVER
FLTER FABRIC
FOREBAY
_ STANDARD LEVEL SPRFAOER
SCALE N.T.S.
UP FAC ITY.
ir ► ,
a I _
awN-uM
FENCE wm
L ALL WTEAWS SAIL BEM79UMD FROM MI N9ROVID NaDE1R BAITDpt PLANT MATERV. SOUR BE RKIMSD
FROM A LOCAL SOURCE TRY OEM SMWf MM COCA VENDORS FOR THIS SITE NCWOE:
e /
+
- OL OE NMiWE PLANT NURSERY 919-Et-5m.:'
- WONG YID NURSRt 910-799-6351
\
.Z
\ O11IET
CONTROL
- DF1JeR5 M11b4Rf 919-M-479R
/
(2• )
:•::'•.•:.•..::::
;:;::: •:•::: •::...
• •
SIRIICRAE
- T/NEFL NAM TREES 919-553-5927
SHELF
REFER TO TURF FOR
PLANTING REQUIREMENTSM
Eti::..
Y=;'•
::•::•:::... •• :•::::::•::
...........:... ...::::::::::...
:%� ::; ;•:.:.L:..."
�:
_ _ 1
'
LANDSCAPING NOTES: ` V.:
1. CONIRCIOR SAL COMPLY WRH ALL NRr ME CODES AID OROIYd10ES RTADING LANDICVID. t;; :. :•:
2 E b ENE RFSPO4RIRY OF THE CONTRIUOR RH FSTALBHI A HFAl11Y AAD OF WJW MI ALL SEEDED AREAS. �:_ . •• '-
a CONHRCIOR SNAIL ROMOE NATURAL TOPSOL THAT b FIRM FIWRL WRFOUT MOM OF 571850E WEE S. NO
08TNFD FROM A WELL. DRAMA WABIE SHE R WILL ON OONTAN MINIMS YIHICH MW BE HARMFUL TO RARE
QW11H. TOPSOL SIYU. BE SUMS NO FEE FROM COY, IDIPS. SRO ES. DONS, RHOS. OR MAP SUBSTANCES I. OR
MOE N OVIILTER O9i6. OR OUFR OBECTS WIUI MXNT ff A IOODANCE TO PION OWM 101,40E SWL
CONTAIN AT LE49 4-LS ORGANIC MOO BY NEW NO NNE A PH RVWE OF U TO 7A. v
4. CONNACIOR SWL BE AFSFO6RIE FOR THE ME = NO 11E MWIEMNOE OF MIL LNDS'VPFD PLEAS INHL THE MIR OF:
(a) RORY (30) DOS MIOMS THE RARING OF THE GRASS NO SMRS. OR (b) THE WE MAY OOLUR GUM OPFIIS
FOB BUSWESS TO IRE RIO10 00NIROR CSELLAMAIF IEPO SIBURY RR E (IMP S IRMW Of T IP PLMW
MAIMS M m THE 1YM-W R NDVRY Pam AO SMALL REPIAM ALL "m THAT ED NF SIMRE N IRE ENO OF -
RE FIRST YEAR NO N RE END OF BE SBCO D YEAR OF IRE WYIWNIY FORTS TOP OF OEW40M '•
S COMIRCTOR M %UP QUANTIFIES PRIOR m COMMRCNO WORM ElEV.=480
L ANY OBROM PLEAS NOT SMILED FOR HAYOSUPE RAIINLS. OR NULL H SWL BE SIDED LION REFER TD SIB RAIL
FOR LOCAON OF ARM TO BE SODOM
7. NO PUNT SMSMUOONS ARE PERMITS) WRHOUT gRRDN APRIUAL OF THE ONBb REPRESOITATAE 1
L FOR NEW HNIIIO WAS. REMQE AL PAODNL OWE SO-M NO COISIRORUI OBIS. loom CO AACIED SOL AO
NIB Ir WN TiPSOWL, OR 11U. AND ADO TIE TOP le OF BASING SOL TO MO MPML/RARNO MD SNOAIOS FOR
TREES OR FORMERLY
9. "MST TUBE "m LDD m m ADO OOEDpOIAD MM RARE 15' 111011 NL UOBITMOUD UNTIES (S.WED AND PRINCE ,
SIORI ORIMOL CAS, W. WATER, RHO AO BECIRCN. LIES) `
1914, P. 33
TRACT 5
ROOTS DIVISION
40, P. 146
1 STORMWATER MANAGEMENT SYSTEM DETAILS ZONED: HB
C-10 NOT To SCALE RCEL: 765-60.20
1
l�
1 \� FOREBAY
PLEAS OF iFE POD OTHER
THAN THE MORAL SHELF FLUME NO
PLANING AREA SAL BE
SEEDED PER 511E V
MAY SEEDING SPETEATIONS 1
WEIR
/ I -
CONTROL PIPE i
roGRADING PLAN
FLUME Kfr 1
1 11
J NO DRAINAGE PPE
1
1
6 TOPSOIL FOR AL
AREAS ABOVE THE
NORMAL POND ELEAATOq
FOREBAY TOP = 46.0
WIDTH AT TOP = IFT
io T I EEv=4o.o
IYPrAL MORAL SHELF VEGETATION OETAL
SCALE: N.T.S.
SCIENTIFIC NNE COMMON NAME QUANTITY NIAMEY CONTAINER TYPE
I' PVC TEE
JOINT
PVC DRAIN OIIRET
SCALE: N.T.S.
NOTE: PUPS MAIL BE USED TO DRAIN
THE FOREBAY WHEN NECESSARY. REFER TO DETAL
,.se cum rro Munca.u. a-nwaaaeure
6' TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELEVATION
SPACING PINING SEASON
Joncw eRuMm
Soft Rush
130
PEAT PO'
6' O.C.
SPRING
his Kgi im Mw di
Soull m We Flag kit
124
PEAT POT
12' OC.
SPRING
EIeodtas qutdr«guhta
SWStem Spifvush
130
PEAT POT
6' O.C.
SPIW/SIMMER
SagiUmda Walla WWd
Dull Potato
124
PEAT POT
12' O.C.
SPRING
EwoWtm Impumll
Jot-Pye Weed
130
PEAT POT
6' O.C.
SPRING/SLIMIER
VEGETATIVE FILTER
STRIP (mm TO
OETAL THIS SHEET)
1MIL�
WSW THE IEYEL SHF/0FR AFTER EMERY RAINFALL WM %EGUNHON 15
FS7/919E0 ND PROPBLY MAE ANY HUM ROW& N1TOR THE WA HIS
BEEFI SFAIIII= MITE PERIODIC NSBCIONS NO IEEP Y9ETAl01F N A
HEATHY, THY, WOORMUS CONDITION.
SPIEAMI LP- Cwma I E Lm IP ON tRWRIABED SOIL TD wWUEI
NDOIT A O ZERO VIDE OID THE UTIGIH 6F IRE SPPFADDL PROW R
NN AN EROSION RESLAANT MATERL ARUM AS SURGE SIO E TO PREMIT
TO BECOME ESIAPUSED.
W.EN1OSOK
ANN
QUILET FA- TIE OIIILIET DIS %t NO WAY BE &IERILLY MM AND
X
CHAWEL
191. Y XIMED NN A MUWMWI SDPE OF ION.
1. RE MATING SOIAD BE A MINIM OF 4 FLEE WDE D E ONG 6 NUES
- _
OVER THE IF NO BURIED 6 ROM DEEP N A WRIM TAM ON THE
---
LOWER EDGE THE UPPER EDGE SHOUD BARE WW SIMPLY OUR SOD
NO BE SBgEELY NERD N PLACE WIEN CLOSELY SPACED HEMS' DUTY OWE
_
SIAPM AT LEAST 12 NOES I.W.
2 DOWE THAT IW SHEADEHR b LEVEL FOR UNION SNEAONG OF SPIN
RUNOFF.
a WNSIRIXT�R1'E UNEL WREAOIX ON UDISTIAMED SOL
(NOT ON FEW
4. COHBIRICT A 20 FOOT THVISPI N SECTION FROM THE ONERSON CHANNEL W
OENO SMOKILY WAIN THE WM NO OEPIN OF THE LEVEL. SWAMP
5. 004M RWIOFF FROM THE S 4VM A7OSS A P OPENLY STNWRED
SAVE NOT m Dam lox, WO: SALE RAW THE SAPS b SRFODRLY
SMOOTH TO DID THE RMF FROM CONU/RMONC.
L W IM MNELY AFTER IT'S OUTNL'lldl, N9ROPR FIXY SEED AND M NCH THE
ENIIE DbRR® ILEA OF THE LUEL SWFAMIL
VEGETATED FILTER STRIP LENGTH = 3OFT
6* VEGEIATIME
FlLTED STRIP
S
A
3jLAYE57 ROf1FRE
PUN VIEW
F123
6' HIGH X 2' WIDE
BERM ALONG SIDES
OF FILTER STRIP
-^
'Alpzv
.t-
{
`-NWRE SOP, N0
CROSS-SECIIOH COMPACTION.
11010-TILL SOL PER
SON. MXTLEE
VEGETATIVE FILTER STRIP REQUIREMENTS
SCALE: NITS.
VERETATYE FILTER STRIP - SOIL MIXTURE
SOIL MIXTURE
RFLI
PERCENT BY WEIGHT
MAIERMI
SAD
85-M
CONSTRUCTION SRO
FPO
8%-12%
SILT
ORGANIC MATTER
3%-5%
COMPOST/PEAT MOSS
SPILLWAY CREST TOP OF EMBANKMENT ELEV - 48.0
EUV.d7.10
1 1 4' 1
B
8'
3
IF-
L£,n
SPILLWAY
CREST
COMPACTED
SIIBGRNIE
Nam came dmn des ds mgwe seed :rnpeclf0im by Vw ragibting apa.Y of d
debnBm pare a a niimwt Mae Bepmt inP•ra•m by the ImM aenr w pad
apador m dratly etwsoged b ewe mr paper aPeA- d awl deblrtion part
Noh Cain DgaUasA d Em*wwerA OW I I Rsasae mr ro*n mm kepred
bqllbm Al NoM Catim Depatrmd d EmbmimA aM NahN Wumuuw coda slid
be mdultat
ReW to the gwabm and ManMsu and bm ben rwaded for Vis do dopmd for
ad6tiwrd rWANmb rep fog ms wd delmMm apVm
A Ridd Emmt
I. hmW me bow after wey nanN-ptdmig meld rve&
2. Parmm dabs fmm the bad r«k fed ppm aM mU pipet
I Mmdr ad dew to aErw of ag aNebw.gam
B. Mm" kNge -
1. taped the basic nm"
2 Almon debris fan me bah rwk iid pHpm ed aAd pipet
I Ted and d w to alike of any dabuclim
ani
de asps; risnow trod ad rq* waded aene before the
M
L God the eaIm' , wd rd Obm for a, 0 - amm ietim% easim ad
P'w apwation d the Rm apeadr aim isn awl mparr a mo mwy.
C. Qwb.1y YmPoc-
I. moped the calection "Am cm 0" bm % pro ad gam wdm) f«
papw fms:Baig. Ow ammbbd bmb from been walm ad bode Imfix
Deck Wg for &*Ocbwm
2 risk Pond fief "a for wdwadtiny mgam riper a l mpb br.Mn
IRassd guasM modes, isbdq Ie wpbMd fir I appfaMa lwia a ym
m m m". %p* aadM awes fumNab*
- SEE THIS 0. Sa 1100 Yopetsuu
1. Rem OWWWAAM aetsud fan Vw bdlan of me wM dmchn w
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TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder9trienglesitedesign.com
NC LICENSE /P-0619
SEAL:
• •.
��QQ�FES3Ap�y<..•yY�.
SEAL
L0
J,:
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fs
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAINING BY:
MEL
DATE:
10/31/11
JOB NUMBER:
004031
TITS STORMWATER
MANAGMENT
DETAILS
COMMENTS:

LANDSCAPING NOTES:
1, CONTRACTOR SMALL BE RESPONSIBLE FOR COMPLETING ALL REOIRED LANDSCAPING FOR THE ENTIRE SITE TO INCLUDE BUT NOT LOBED T0: SOOOm/S®ID AREAS• SHRUB
BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASES) AND MONUMENT PLANTERS.
2. CONDMCTOR SNAL COMPLY WITH AL MR1CABlE COOS AND ORDINANCES REGARDING LANDSCAPING
3. IT IS THE RE5PON56lB1' OF THE CONTRACTOR TO ESTABISHI A HEALTHY STAR OF GRASS (N ALL SEEDED AREAS.
4. N THE EVENT THAT RANTING BEDS NO MUCH ARE REWIRED, THE CONTRACTOR SHALL INSTALL BLACK FABRIC WEED BLOCK LANDSCAPE MESA HOER THE M M TO
PREVENT WEED GROWTH.
5. CONTRACTOR SHALL PROVIDE MAW TOPSOIL TWAT IS FERTILE. FRIAR& VITHOOT MIXNRE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL OWNED, AVAIL/RE SUE
U SHALL NOT CONTAIN SUBSTANCES WITCH MAY BE HA IORL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LEAPS, STONES. ROOTS, PLANTS, OR
SIAM SUBSTANCES 1' OR MORE N DIAMETER. DEBRIS, OR OTHER OREM WHICH MIGHT BE A IrOERANCE TO PUNTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST
4-6% ORGANIC MATTER BY WOW AND HAVE A PH RANGE OF 5.5 TO 7.0.
6. CONTRACTOR SMALL BE RESPONSIBLE FOR THE WATERING AND THE MMYMV14CE OF ALL LAOSCiRED ARIAS WM THE LATER OF, (a) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE GRASS AND SHR BS, OR (b) THE DATE THAT DORM GENERAL OPENS FOR BUSINESS TO THE PUBLIC.
7. GEMRAI. CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL COSIRIICOON DEBRIS AND RAKE ALL GRASS TEAS.
a PROVIDE LANDSCAPE PLANS TO DORM GE EIK AND AS 1✓EO RED BY LOCAL AMC" TO THE ON OUT FOR REVIEW AND APPROVAL PRIOR TO START OF WORK
9. AL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT NIEIHRE WITH THE VISIBILITY OF DOUR GENERAL SIONAGE
10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CONENCNG WORK
11. OPEN AREAS WITHIN PLANNING BEDS SHALL LE MULOED.
GENERAL LANDSCAPE NOTES
1. ANY OSRIRBED AREAS NOT SCHEDULED FOR HARDSCAPE, RVIRINGS, OR MULCH SFWL BE SEEDED LAWN.
2. ND PLANT 51BSrtnIn0N5 ARE PERMITTED WITHOUT WRITTEN APPROPA. OF THE OWNERS REPRESENTATIVE.
3. Al PLANT AND BED UK LOCATIONS SHW1 BE STAID IN THE FIELD AND APPROVED BY THE THE ONTER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. AL RAILINGS SHALL BE INSTALLED WAFT THE SPRFED LAYER OF MO.CN. REFERENCE BERMS AND SPECIFICATIONS FOR DEPTH AND TYPE OF NILCH. ALL TREES AND
SHIM SHAM BE RANTED N M ILCH BEDS AND SHALL BE SEPARATED FROM MW GRASS AREAS.
5. GRASS COVERAGE TO EXTEND FROM PROPERTY LINES TO BACK OF CRY SIOBWVNS NO/OR CURBS.
6. MAMA TREE Siff AT PU M IS 2' CALIPER (FOR SHOE STEM TREES). ALL MILK -STEM RANTS NEST BE TREE FORM, MAIIN 3 TO 5 TRUNKS, NO MIIAN 8 FEET
TALL
7. AL STRAPPING AND TOP 2/3 OF WIRE BASIU MUST BE GIN' ANY AND REMOVm FROM ROOT BALL PRIOR 70 BAC FI LNG PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP
FROM ROOT BALL
8. FOR NEW PUNTING AREAS, REMOVE AL PAVERENT, GRAVEL SUB -BASE NO CONSTRUCTION BFBRIS: REMOVE COMPACTED SOL AND ADD 18- NEV TOPSOIL. OR TILL AND MEND
THE TOP 18- OF OWN SOIL TO MEET 1OPSOOPLANIIG MIX STR MM FOR TREES.
9. LARGE MATURING TREES MAY NOT BE PUNTED WHERE THEE ARE OVflBFAD OSFNBUTION OR TRANSMISSION LIES. F TREES C'OFUCR WITH POWER TIES OR SANS, CALL
I11014 FORESTER TO RESOLVE BEFORE PLANING.
10. ADJUST TREE PLANING LOCATIONS TO AVOID GNDERGRORID UTILITIES. PLANT 15' FROM ALL 11MBlRGGROIIND UTILITIES (SEWER AND STORM DRAINAGE, GAS, WATER, PHONE,
AND ELECTRICAL LINES.)
11. ATTENTION LANDSCAPER NOTIFY OWNER OF ANY SIGN, POWER LIE, OR (TIER CONFLICTS BEFORE PLANING NEW TREES.
r
MIN.
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'-12' TREE HEIGHTS AT PLANTING)
Nor TO SCALE
1 TREE STRAP
TREE GUY WIRE - ADD RF46ICKB F NECESSARY TO STASUZE TREE
O3 TREE GAM, Srw
O WARNING FLAG
O TRUN RAPE AND TOP OF ROOT aAl Sao BE AT GLIDE N WELL
NAM SOIL, UP TO 4- ABOVE GRADE N POORLY WOO SOILS.
@ FABREW sAICER
7O 3" MULCH LAYER ML.cH SIWL NOT BE N CONTACT win TREE TRUNK
® ELCWATE RANMIM, PIT TO 3 TINES THE WIDTH OF ROOIBILL (8' MN.)
FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PR SO THAT THE SIDES
ARE NOT SMOOTH OR GLAZED.
O BACTIL WITH SOIL PER SPECIFICATIONS
REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR R'OOTBVL STRAPS.
REMOVE AL SYNTHETIC STRAP MATERIAL FROM ENnRE ROOT BALL
11 Ram TOP 3/4 OF NNLAP ROOT BALL wow. REMOVE ALL smwnc
COVERING FROM ENTIRE ROMEA L
12 PEACE RwmALL ON SOLO SUBGWDE - NOT LOOSE BwLL MATERIAL
13 1N01SRNBED SIBGRAOE
NDIES:
1. REFERENCE SPECIFICATIONS FOR ALL SOL PROCEOURES N
CONSTRUCTION OWGS.
I SITE SOILS ARE GENERALLY SANDY, SILTY CLAYS NO SW
CLAYEY SILTS.
NOW OR FORMERLY �-0 W000
W
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D.B. 3235, P. 261
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404 WETLANDS DELINEATION N7S'S3'�T 316.44 W W W W W W Wcc��{{ Sal W W W ACTION ID: 2006 00493
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VEGETATIVE FILTER PLANTING
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REFER TO SHEET C-10 FOR
MORAL SHELF PLANTING
REQUIREMENTS
NOW OR FORMERLY
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TR4CT 5
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/ \ TO PROJECT SEEDING SCHEDULE rr.•. ::,. ?•::-'... T
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RESEED OTHER AREAS DISTURBED / _ •;•.° F
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so
.. . ..:...:
MASTER
PLANT LIST
TYPE
SYM./KEY
BOTANICAL NAME
COMMON NAME
SPECIFICATION
CALIPER HEIGHT ROOT SPACING OTHER
TREES
AR
Am Rubmm 'October Glory'
October Gay Red Maple
2-
8' MIN
B&B
AS SHOIM
MG
Mognolia gmndifkma 'Utfle Gem'
Little Gem Soutbem Magnolia
2•
8' MN.
B&B
AS SHOWN
U
Lagerstroemia indica 'Muskogee'
Muskogee Crops Myrtle
4' MIN.
B&B
AS SHOWN
3-5 stems
LR
Loropetalum chinese I. nOrum 'Ruby'
Ruby Lo opetolum
18• MIN
3 GAL
AS SHOWN
SHRUBS
IL
Ilex We red
Little Red Holly
18' MN
3 GAL
AS SHOWN
MC
Morelia cerifera
Small Wax Myrtle
18' MIN
3 GAL.
AS SHOWN
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE /P-0619
ISEAL:
$o QQoF oti9l � ,
SEAL =
124434 4�
�j
ice•,
O
z
r71 ~••�
� Fs. 0
x -x:s o
z cn o
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fz
[e-mail]
REVISIONS:
11116111 Revised per KDENR
review -added yard inlet
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/31/11
JOB NUMBER: 004031
TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
c - 1 t
COMMENTS: