SW8120705_APPROVED PLANS_20120918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 120'1 o5
DOC TYPE
❑ CURRENT PERMIT
C APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zp►20q l iS
YYYYMMDD

DEVELOPMEN'C DATA
DEVELOPMENT NAME:
STREET ADDRESS:
PROPERTY IDENTIFICATION # (PIN):
PARCEL#
ZONING DISTRICT(S):
OVERLAY DISTRICT:
TOTAL SITE ACRES:
INSIDE TOWN LIMITS:
EXISTING USE:
PROPOSED BUILDING USE:
PROPOSED TOTAL BUILDING AREA:
MAX. BUILDING HEIGHT.
MIN LOT AREA:
MIN LOT WIDTH:
FRONT SETBACK:
REAR SETBACK:
SIDE SETBACK:
SIDE STREET SETBACK:
1,111910
OFF—STREET PARKING:
TOTAL REQUIRED:
TOTAL PROVIDED:
ACCESSIBLE SPACES PROVIDED:
LOADING AREA:
IMPERVIOUS AREA SUMMARY:
DOLLAR GENERAL
PINEY GREEN ROAD
JACKSONVILLE, NORTH CAROLINA
ONSLOW COUNTY
530717006955 & 530717015045
1114-98.2 & 1114-102
HB (HIGHWAY BUSINESS)
NONE
1.73 AC (75,452 SF)
NO
VACANT
RETAIL SALES
9,100 SF (7,310SF SALES FLOOR)
35FT
NONE
45Fr
50FT
25FT
20FT
25FT
8FT RESIDENTIAL BUFFER
23 (1 SPACE/400SF GROSS FLOOR AREA)
35
2
1 REQUIRED (12'x24')
PROPOSED BUILDING:
9,100 SF
0.21 AC
12.1% OF SITE
PROPOSED SIDEWALK:
1,944 SF
0.04 AC
2.67 OF SITE
PROPOSED PAVEMENT:
20,977 SF
0.48 AC
27.8% OF SITE
PROPOSED IMPERVIOUS AREA:
32,021 SF
0.73 AC
42.5% OF SITE
OPEN SPACE:
43,431 SF
1.00 AC
57.5% OF SITE
a 1[ 1 A k 94
Dollar General Store #4396
Piney Green Road
Jacksonville, North Carolina
Onslow County
TENANT & DEVELOPER
Dollar General Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
(9t9) 459-2602
[phone] FX
[e-mail]
VANGUARD
PROPERTY GROUP
CIVIL E\GINEER
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
Know what's below.
Call before you dig.
E^1
01TORE YOU DIG
STOP
1 800 632 4949
N.C. ONE-CML MIS
IT'S THE LAW
VICINITY MAP
NOT TO SCALE
INDEI 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-it
LANDSCAPE PLAN
REVISIONS
8
ENE
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A
NO.
DATE
DESCRIPTION
This document, together with the concepts and designs presented
herein, as an instrument of services, is intended only for the
specific purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Triangle Site Design, PLLC shall be
without liability to Triangle Site Design, PLLC.
SHEET:
C-1
DATE:
June 29,
2012
�p Q�oFEssio�lj�•�
SEAL
24434
6-21-12
SEAL:
JOB NUMBER:
004039
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VAR►
STT�'Oi OU/ Q CONS
� SEWER FjRSEMI?df \ I I REMOVE PIPE T DRIVEWAY
EMNN) \
YAW \ \ 1 (EXISTING PIPE TO REMAN)
U/ \ \ \\ / I EXISTING VARIABLE WIDTH
#VV.: �M O \ \ / \ REMOVE EXISTING DRNEMIAY \
00 \ _
\ \� (EXISTING PIPE TO REIiaN) \ _ I DRAINAGE &UTILITY EASEMENT
00
157iVP HAP.: 2.141E
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FREED VERIFY AND LOCATE ALL EXISTING U%M ON SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR STILL PERFORM DEMOLITION ACTWES AS NOTED AND SHOWN ON THESE PALS AND AS DIRECTED BY THE OWNER.
3. R WILL BE THE CONTRACTOR'S R6PONSHUrlY TO OBTAIN ANY PERMITS AND PAY FEES REWIRED FOR DEMOLITION AND HAUL -OFF
FROM THE APPROPRIATE NIDIOfffIM
4. THE OONIRACTOR SILL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO 11E COMMENCEMENT
OF DEMOLITION.
5. THE DEMOLITION! PLAN IS INTENDED TO DEPICT GENERA. DEMOLITION AND UTIUIY WORK B IS NOT INTENDED TO IDENTIFY EACH
EIEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY
PAW TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING BUILDINGS. INCLUDING FOUNDATIONS
AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO BOINIS, GAS METERS, AIR
IXN♦DIIIORING UNITS, SIGNS• CURES, SIDEWALKS, OECTRIC MILERS, FENCING, ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWAK FENCES, STAIRS. WARS. FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH
REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
a REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS. ELECTRIC, AND TEUPHONE AS SHOWN THE
CONTRACTOR S RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF AL UTILITIES AND FOR
DERINKNING NOIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SOUL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND MUG ALL SERVICE
PIPING AT THE STREET LINE OR MAN, AS REQUIRED, OR AS OTH130S_ NOTED. ALL SFRNCES MAY NOT BE SLAIN ON TEAR PUN.
THE CONTRACTOR SOUL INVESTIGATE THE SITE PRIOR TO tip TO OETEIONHE THE EXTEND OF SERVICE PIPING TO BE MOO,
OUT OR PLUGGED.
10. THE CONTRACTOR SOUL ARRANGE FOR RESETTING OF CURB BOOS. VALVE BOSS AND REMOVAL AND/OR RELOCATION OF OVERHEAD
UTILITIES AND POTS WITH THE APPROPRIATE ITMY COMPANY.
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO OWK41NG DEMOTION WON(.
12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO ROAN B PLACE
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE FINISH SURFACE:
TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED,
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT DUSTING PAVEMENT.
15. ALL ID SING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORGIML CONDITION AT THE
SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILHES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS OILING OCCUPIED
HOBS EXCEPT WHEN SUCH INIE2RIFBONS NAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL. MUNICIPALITIES
INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXIST M PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION. CONSULT
THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SIC, SOUL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL OONIRACTOR.
19. THE PROPERTY SELLER SOUL PUMP OUT MUM FUEL. GREASE TRAPS, AND WASTE OIL TANKS (I' ANY ARE ENCOUNTERED) AND
REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRWTFIY LICENSED WASTE OIL HANDLING CONTRACTOR B STRICT
ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE SITE
/ o \ j l i ♦ ` / \ \ \ / / \\ \\ I \ 1 \\ ( ' 11 1) AN distances are horizontal ground distances unless otherwise noted.
2) This survey does not include nor depict any environmental evduatiorls.
O 3) Field survey performed April 17, 2012.
encumbranom restrictive coveersh� ip tevdencerch for easmerits of record,
or arty other fats that an
LIMITS OF
\ \ I \ \ I 1 accurate and current file search may disclose.
5) The locations of underground utilities as shown hereon are based on aboveground
structures and record drawings Provided the surveyor. Locations of underground
utilities/structures may vary from location shown hereon. Additional buried unties/structures
Jr 1 \ \ \ \ \ \ \ 1 / Troy be encountered. No ft="C m were mode during the progress of this survey to locate
' buried utiNes/stmchTes.
O 6) The state plane coordinates for this project were produced with R1K GPS observations
and processed using the North Carolina VRS network. The network positional ocoaracy of the
VARIABLE WIDTH 1 jl \\ ' 1 \ , 30.70 AC.
\\ \\ \\ \ 1 I darned posdaral information s t0.ts'.
DRAINAGE & n \ I \ I I
� 1 \ 44,956 S.F\ I 1 NCGS MONUMENT REFERENCED:
UTILITY EASEMENT o jl I\ 1 1 t \ \\ `� \\ 1.03 AC. \ \\ I I 'SWAN MAD 83/2001)
NORTEANGG. 2.502,314.7 01
1 11 1 REMOVE 061"ING DRIVEWAY \ \ \ \ \ I 1 I COMBINED FACTOR 0.99991963
it 2s (EXISTING PIPE TO REMAIN) \ \ HI \ \ I 1 1 VERTICA DATUM = MAVID 88
15TMP INV.: 21.07'
\\I
O II 1 ' 1 \ \ \ \ 1 I LIMNS OF
DISTURBANCE
o it �<� I \ \ \ r �+ BARA A. &
3 15"GAP 1NV.: 22.07 I i 1
Ell G. HANSEN
�1 \\ I 1 I `\ \ \ ` DB JJ 121Z PG 2
O \ \ 11 1 I \ 1 \ \ �- �\ `\ \\ I I I Pt( 30, PG 44
\PIN: 5,rj7-17-00-7897
I
TDSREAAN� \\ \\\ \ \ \ I I I
j1 Q-
3 O 1111 C�- ZZ)
CL
y'146� I \\ \\ \\ I 1 I
p�If
I I I // / EXISTING TREES
DISTURBANCEUMITS OTOREMAIN
I
I
1 1 I � �\ EXISTING VICE11
1 1 I <v \ TO REMAIN \ 1 1 I I
1 0� EIAINE H. MURPHY h 1
I I 1 I DB 1178, PG 293 k I I I \\ \ \ \ I t) x I\
I I 1 PB 48, PG 65 1 \ \ \ / t I \
I 1 1 I PIN: 5307-17-00-4851 I \\
1 zl
TEXISTINGVENCE REMAI
I \\\
I I X - L Nsr17'4o1r X 12assx T X PRIESTER ENTERPRISES, INC.
I I DB 2435, PG 413
I PIN: 5307-17-00-7528
� 1
ICAUTIONARY NOTE 6
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GROUND 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 WHICH NO ABOVE
GROUND EWDE14CE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND MUTES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT i
THE UNDERGROUND (MUTIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEIL' INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND MARES COMPRISE ALL SUCH
MARES 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 MARES.
DEMOLITION LEGEND
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t�i[?:�:�:7tf'iFf:I':ltLFk?�tS35FiIFZ:]I:7
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SURVEY PREPARED BY: NEWCOMB SURVEYORS
THIS SITE IS NOT IN A FLOOD ZONE AS PER ONSLOW COUNTY FEMA
PmE.flmm0 3720427900J WITH AN EFFECTIVE DATE OF NOVEMBER 3. 2005.
GRAPHIC SCALE
40
I INCH - 20 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderwhanglesitedesigmeom
NC LICENSE #P-0619
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 f3:
gventers®vanguardpg.com
REVISIONS:
JUL 0 6 ZU12
LAYOUT COORD: MEL
PLANNING MGR. Mm
DRAWING BY: MEL
DATE: 6/29/12
JOB NUMBER: 004039
TITLE:
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
,1w11]!I�IDj�M�.�

4" x 6' GUTTER
DOWNSPOUT
SIDEWALK
CURB (IMP)
STEEL PLATE
N.T.S.
M
If \ L — — TRAFFIC CONTROL NOTES:
\ THE BMW OFFICE OF THE WITH CARDLIA DEPARTMENT OF TRANSPORTA7ON (NCIM MIST BE TRIED AT LEAST' 24 HOURS PRIOR M
COmaERUC m
cT \
TRAFFIC MUST BE MINPNFD AT ALL TIES NA TRAFFIC WNRtOL MIST CpFLY MBI 111E WtMUL OF Uti9Hl IRIfi1C CUNRIOL DEVICE
(MRCO) NO NM BE CARIBOU ENnroN OF THE HOW Sr*WM AND SPEAFICATION&
i2-M WF 91W1 WARMED 9 Oft ALL jNESTNF xWHS a &OD Ill TO 9A0 AY NO fliWl 4Q0 PM m &00 PIL A WHOM a ONE
U cl- _ ALL RWMY 967E RICH ARE To HE REWU+ID MNNG CONSTRUCTION ARE TO BE REIRMLED AS SOON AS P0558E
NCDOT PAVEMENT _ �---• �� -- DIMING NON"'ACRTONO HOW EMIPMERf IS TO BE PWtl® AS CLOSE To THE 1011' OF TINY LINE AS POSSIBLE NO PROPERLY flMtlM BE PROPERM
_ _...... -- SECTION INSIDE - - O N MR TO PREVENT ANY EOINENF OBSTRUCTION Nnw THE TFVWEL EWE.
TABLECURVE _ �. RIGHT-OF-WAY _ - - - ALL CgRRACRRS RANG WORK UM STALE RIGHF a WAY ARE TO WOE A COPY a THESE PLANS ON THE 406 SITE.
CURVE LENGTH RADIUS CHORD BEARING �► �� - - MATCH EXISTING WHEN PERSONNEL AND/AIR EQUIPMENT ARE WITHIN 5• OF AN OPEN PAVEL LATE THE WNIR/CRR SIWL CASE THE OPEN TRAVEL NNE AAMCENT
—` �/ - - - - PAVEMENT 10 THE VCFI( AREA UM APPROPRIATE TRAFFIC CONTROL MEANS NO METHODS UNLESS WNW INTHAT AREA E PRMECED BT BVEtlER OR
GUMOIAL
THE CONTRACTOR SILL NOF WOO( SRRILTNIBNI9.Y ON BOTH SIDES OF HIN AIR OPEN TRAVEL WAY WTHE SAVE 1D1VTON ON A TWO -LIE
IWO-WAY RDAs
17 - - - - - - - - -' - - THE MAHIAIMI LENGTH OF A LYE CIM E ON THE PRDECF STILL BE ONE MET• WARM FROM THE DEMONIC OF THE MERGE TAPER TO THE
/ - - - - END OF THE LANE CLa9NE
THE WNNACNR SHML BYYELL AT 6:1 SLOPE W TO THE EM NN EEFATMN OF DOM PAVOIFJR N AREAS Auwff TO AN OPENED
TRAVEL. AWE TWT HAS A DROP-OFF OF MORE TIN 3'.
WHEN BACEIIL a REQIAIED, R 9NAL BE AT NO EXPENSE TO THE ONWBt
16 �- THE 1AWAN DIFFERENCE N ELMIGH BElMFi1N OPEN LANES OF TRAFFIC SHALL BE 2'.
WEFT LANE C.SURS ARE NOT N EFFECT, NANEIIDNG DEVICES N WON AREAS SHALL BE SPACED NO GREATER TRW TWICE THE POSTED
i
SPEED LYE, EXCEPT IO NI-CLLIER N RADII, AO SILL 8E SET Y OFF THE EDGE OF Al OPEN TRAi1.WAY.
DURING INSTALLATION, PROPER WIFIC CONTROL DEVICES, SCE, ETC. BE MSTALFD 10 BMW RUNIC SAFETY N ACCOPOWCE WITH TIE NORTH
CAOINA OEFWRRMEW OF TRANSPOSITION S STANDARDS AND SPaSMAilaa
MATCH EXISTING Iry ' Lu ALL NSUPBED AREAS ARE TO BE FaLY RESTORED TO NCDa MMMM RUNWAY SFAMAYOS.
J / PAVEMENT IC
/ i -_ —�, ...► o D R/T%) S63'4219i — R/W MATERWS as wDREA9MP 9VLL CONFORM TO iM Ncoa 1OA01W1Y ST'AIDAros ARE 9PEDFrA1Na (LATEST fDIIION}
/ ROAD t-- o _ — — — R/) , --��� GENERAL NOTES:
N i
O .� 1. 71E T&" O R SHALL EMPLOY SRR ALL NECESSARY ONSLY BACRCDY A SONS, FACES, OWN
EPAIRM NT OF TR RFC. MR I N. REFER O T
E � V' PWIECFON a TRAFFIC IS REQIWED B/ ONSI.OM' COUNTY AND THE NORTH C/ANEN OEPARIENf a TRANSPORTATION. IEWt W THE
GR 060C R/W / / ,- -- _ '' WORK ON URFORI TRAFFIC CONTROL DEVICES (INIM). LATEST EDITOR, FIN DEALS a TRAFFIC CONTROL STWMYRa WO DEVICES.
PIIII{���' — 36'
W�pTNP � i' ' J / - BULL -NOSE CURB � 211E WIRPAWOR SHALL Pfl01ECf AL MNNUENIS, NON PALS, AND PROPERTY CCOERS DMI76 CONSTRUCTION.
, , ll(ll r--- (TYP EACH SIDE) I a APPPOWL OF THESE PLANS IS NOT' M WRHO R ICIN TO GRADE IWM PROPFRIE5. WHEN FIELD CCORINE WRRNT OFF-SIFE NEDMIG.
IAB�E - /'' G2 - - 6 I PEYIORO " WGT BE OffAM FRONT THE AFFECTED PROPERTY OE
VAR
' " "' -- O 15 I I A Comm AL GNW AO STRET' NLWES INNERSECIORS WN NSPE m
— /
00 I 5. NON-SFAOMD HENS 6E PAAETE, MOWN STSENS• ETC.) N OE RNIF-0E-MAY REM A Wff-W-WAY ENCROACHMENT WENT
WITH THE NORTH CMNNA DEPARHHANT a TRWSPOINTM BEFORE NETNUDML
/ j9,71 ' O - \ fl ALL SIDE YAN9Oa ARE IEF�ICED 10 THE FACE a CARDS OR EDGE a PNNG UEESS OTIEAW6i NOTED. ALL MUM DMIENSOIE
/ )"E / OU Fj1$EM� t - - I NE RIIBEAWD 70 THE OUTSIDE FACE a THE SNIATUE.
S71i2O� 00 TEMPO Y �NSTR:�C \ 7. ExSING SITE CCMMTIONS, OADIES CONTOON& WRITES NO OTHER DIM FFARMES FROM A SIOYEY PREPARED BY TIMM SINAERRS
O� / � SEWER EASEDM \
Q ALL WON STALL BE PflEDI1NED M ACCORDANCE WITH THE LATEST' EOIIIOH OF THE NORTH CrVigUT1A DEPIRIHENT' OF TRANSPORTATION
'SMGW MKS AND SPEC ICIDONS FOR ROAD AND BRDC COIEH WWI' AND APPLICABLE OMSIOW COWIY CODES NO ORDMIYNNS.
THE CONTRACTOR SHALL MAINTAIN A CUPoENT' BATCH! OF THE SATE AND IDW. GODS, 11WINIAIC£S. SFANDVO 9>FGFFARON AND SfANBYO
O / EXISTING VARIABLE WIDTH DETAILS ON THE PROEMG W SITE FOR REFERENCE MCpETRx9OH OF CT' THE PRIE.
DRAINAGE & UTILITY EASEMENT 9. THE WNTRACf01R SHALL L VERIFY ALL EXTENSIONS THE FAD PRIOR TO RE STAR a WNSIRORON. THE CO wcm SHALL BE
O� 6 I RESPONSIBLE FOR ALL FEND OMEIEOTE AO SHALL TV= ANY ONNEPNIpES BETWEEN THE BINS AND ACRIAL FAD CONDITIONS THE
\ 0- I OVER OR NAYS R�FFAINE IYMEDAYEI.Y. CONRACU SHALL WAIT' FOR INSTRUCTION! PRIOR TO IAOCIDMG WITH WORK.
IO� 1 O I 10. BE CONRACIOR SHALL PROVIDE SMOOTH IRANSIRONS FROM PROPOSED IIEPIRES TO DEW FFATURFS AS NECESSARY.
IT. THE OONIRM.TOR SHALL SE& THE EDGE OF EXISTING ASPHALT PAVFIEM WN TACK GOAT N ASOIOYICE WITH THE WORN CARDRTA
IEPARREMf OF TRAaPoRYAON STAONO SPECNGOONS WERE NEW PROEM JOINS EI W PROM
3 I 12. THE CONIRICIFOR 9W1 RETAIN, RFSAPACE, RECNbTRICf OR REFNY91 ANY WENS IDN GED DIMING CNEDIICOH BY THE GCRRNCFOR
Q 1 / HIS SIBWRRICIORS OR SPRkRS AT NO AOIWML COST TO THE OWEH.
_ Ov 11 ALL PAVEMENT JOINS SHALL BE SAL-= PRIOR TO PAW TO PROVIDE A NWaE AO UNIFORM ANT'.
1 SEPTIC &REPAIR AREA / �S,, 15 1
4.CONTRACTOR P BUILDING G D REFER s�EMI�DNG WILITYFOR MLOCAMIS AND DIMENSIONS ENTRAN.E Loa11NE a TrMlpc Wa6, EIOr Wass, sIDEwYIE.
O \ 1 / I 15. ALL PAW STRIPING, IMVEIERT' IARIO NS, NO SIMW SHALL WW01W TO THE VWVAIAI. ON tMFOW1 TRAFFIC CONTROL DBACS' OR AS
M/a I 1 SE / 11 OHM WRE SPECIFIED AIL REFERENCED SIGN SWOADS ARE TARN FROM THE 'MMML NON LWOW TRAFFIC CONTROL DEVICES'. ALL
� .�i ( I NEW SINE SHALL L BE MIRED ON GALWIiED POSTS AO M ACCOR)ANCE WITH STYE NO LOCAL REGDAIONS.
ie C RTMIKIR SNAIL NST'AL ACCESSIBLE RAPS PER LOCAL WNDIPALTY AND ALAI STAOA DS AT ALL CARE AND BUILDING LOOGIOBs AS
17. THE GONTIACIOR IS FEMME FOR THE LOOVON AND PROIFCRON OF ALL DM MG URRFS TRANS CONSTRUCTION. AT LEAST 49
HIM PRIOR TO ANY CAalIgN, GIVONGOR COIEIRN,TINN ACIMIY THE WNWCTOR SHALL TIM THE ONMW RINK 1RMIRS
DIBMWEIRS FOR PROPER IDENTIFICATION OF DOM LITILIBES WOW THE PMW SITE
I& PROOF RAIL BINDING AND ALL PWMNO AREAS, NOW OWWkR/WLM WIEAL MY aACCEPADE AREAS
1 O 1 I LL :: ' • '' :�:' I 19 THE CONTRACTOR SHALL L PROYOE AS -BAIT RECORDS AI
L L CONSPL TION (N -- INOERGWIND UTILITIES NO SINK aAHY6E) TO
I 1
1 �ti0 16
0 I
!VARIABLE WIDTH 1
DRAINAGE & 1
UTILITY EASEMENT �1 0
is
1
d
3 17
O
MATCHPAVEEXISTING II
p
1
11 0 11�
NCDOT PAVEMENT
SECTION INSIDE
RIGHT-OF-WAY
�:��3F���)IIIILIlI
MATCHPAVEMENT
O
1
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rc� 11
11
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o m 1
6,4- 11
O 1
t�LIQ
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1 � I
1:12
MAXIMUM
YELLOW SLOPE
1 I
1 I
1 1
I
STRIPING
I
1
1 DELIVERY
DOOR ACCESSIQ
i
II 11
U N.T.S.
�
� 1
1
STRIPING
LEGEND
YELLOW CURBING
9AFAC6 SHODD BE MEAN, CRY AM
METAL SIURACES FREE OF HFAW RUST
AND Ba1NO5 -
PAW LOW
2 CONS SHERWIN WILLIAMS - M 400D
AOME ALM EIAMEL SHED'
I
I
YEELOW BS m
3
I 1
I
I
SUFACES SOLID BE CHW, CRY.
TOP COAT SIERWN WLA15 - PRO
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1
sRRPwc _
PWEONG LDT
MAR TRAFFIC MORON G PARTY YELIX
TM5495
HAICCAP
SURFACES SODED BE CLEW. DRY.
TOP COAT SFERWN WLIANS - PRO
SHIPPING -
PAIUNNG EDT
VAR TRAFFIC MARINIG PAW TLC.'
BIDE
I
r BU -NOSE CURB
(TIP EACH SIDE)
1
1 l
3
6 13 5
4 5
O I �1111'�
44,956 S.F.
1.03 AC.
5 7
ROOF DRAIN AT SIDEWALK
REFER TO DETAIL THIS
SHEET
ROOF DRAIN (TYP)
REFER TO GRADING PLAN
I I 01 ER/ON1M CAAUE PRIOR TO COMPLETION OF CUEIRUCTIOH
7)
EASEMENT I I = ( 7 I BARBARA A. &
fj Z EARL G. HANSEN
I I
DB PG
l I I 'i ~rs. - ( PB 30, PG 44
o � 20
STORMWATER °D
z 'MANAGEMENT
AREA I
/
' „o 12'x24' LOADING AR
L5
1
x '
1 N74�'07V
STORMWATER MANAGEMENT
EASEMENT
ELAINE H. MURPHY
DB 1178, PG 293
PB 48, PG 65
PIN: 5307-17-00-4851
1
s
xi r
TRANSFORMER
PIN: 5307-17-00-7897
' 19
i t4 I I I
II I '
I
i I I ARFA FOR PACKAGED UNITS. ( I
REFER TO MECHANICAL DRAWINGS I I
II I i FOR ADDITIONAL INFORMATION.
1 I I THE HVAC PAD IS TO BE
I I CONSTRUCTED OF: 5' 3,000 PSI
I CONCRETE ON A 4' COMPACTED
AGGREGATE BASE ON COMPACTED I I
STORMWATER SUB GRADE. SLAB TO HAVE
I MANAGEMENT REINFORCING AS RECOMMENDED BY
EXISTING FENCE AND PLANTING I AREA THE GEOTECHNICAL CONSULTANT.
WILL BE USED FOR BUFFER
REQUIREMENT. FENCE AND
STORMWATER MANAGEMENT
PLANTING EXPANSION MAY BE II EASEMENT
REQUIRED. I i
1 I
EXISTING FENCE AND PLANTING
k- II I I WILL BE USED FOR BUFFER
REQUIREMENT. FENCE ARID
PLANTING EXPANSION MAY BE I I h
2 � i REQUIRED.
II I — �3Ff 3E16k'� 20 0
r OWN
x x x x x x x x—
N61.1740w 124.39' T PRIESTER ENTERPRISES, INC.
I DB 2435, PG 4I3
PIN: 5307-17-00-7528
KEY NOTES:
O CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
2 CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
OASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
O STANDARD DUTY PAVEMENT
L� HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
O HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
O5 BOLLARD - SEE DETAIL SHEET C-8
O6 CONCRETE LIGHT POLE BASE
O CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O8 DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
O9 6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
10 PYLON SIGN (UNDER SEPARATE PERMIT)
11 4" WIDE PARKING STRIPE PAINTED YELLOW (TYP)
12 4' WIDE PARKING DIAGONAL STRIPES PAINTED YELLOW
t3 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.DA REQUIREMENTS)
ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SEE DETAIL SHEET C-7.
14 NEW GRASS/LANDSCAPE AREA
15 CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C-8
16 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
18 NEW CURB CUT, MATCH EXISTING EDP & APPROACH PER LOCAL CODES & SPECS.
19 HVAC SCREEN FENCE - REFER TO DETAIL ON SHEET C-7
20 DELIVERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8
O PROPOSED PARKING COUNT
GRAPHIC SCALE
20
1 INCH = 20 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE /P-0619
SEAL:
,4',W.uu.A♦♦,.
� C�t7 '♦
o4,S'FESs%o Lj�I.
SEAL
24434
. 624-12
,�, �F'�G I NEE'✓
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:
i'�:,.
JUL 0 6
'4'01?
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
6/29/12
JOB NUMBER:
004039
TITLE:
SITE
PLAN
SHEET NUMBER:
C-3
L#B# 7-1)

LINE TABLE
STREAM/WETLAND NOTE. - = g
LINE LINE
BEARING EXISI1Nc 15iICP
8• BASED ON A FIELD IWE90TION BY PMMAR SOIL TO REMAIN
CONSULTING THERE ARE NO STREAMS OR WETLANDS ON THE M
1:05 38 PROPOSED DEVELOPMENT. M �-
ffi MATCH EWFNG
CURVE TABLE ROAD ELEYATKN -
CIUMI LWM I RADIUS CHORD BEARING �� M -- _ _
. -/1` ---- - - - - - -
' �M-'M f •--_- 29.3(TP) YARD -.---
_ TI.W 2&79'
amr`-
aTP)
YARD MtET
70P 27.IJ' J
OA0�� fR/W ♦ � \ ♦♦♦ SVV6��L341'19E R/W
/ EE LI _
1�� F- I GR nRILZI� �LW ����` /ICI (/ 1 -' / Ov _� 1 31.7(TC) 1 31.7(TC) \1 '
i _ AYt(i••�� "i �V+" 1 \ 1 �= -'� / I 31.2'GT) , 31.2(GT) \
VARIAB`CE 31.1(GT)'OJI _
7p? 25,87' O \ \ / \ \ 31.0(TC) \ 1 31.5(TC)
NV.: 2Edi' / \� 30.5(Gn 1 1 \ 31.0(1P)
O \ \ 1/// \ \ DPE
31.4(rc) \ IXtAW1At DELNEAiDN \ I 0 0.67% \\
JSAEr aw: 2d41' \I OVA/ �/ \ \ / 1 \ \ 3o.9(GT) \\ pO O-W TO\\ �30.1 I OINTS)31
30'.�� \\ 1 NV=27.6 30 8(TP) 30•amA
l \
O \ \ I / ♦ / \\ LIMfrs OF \ l \ 31.32(TS)
/
` ` M/ \ 1 \?s\ i 1Y 1 / / ♦♦/ \\\ rrsluRewCE / 0 / \\\ 30.
31.
b � 31.1(1P)
1 O �L4\ I
31.4(TC) \ \ 1£
/_k\ / 30.9(GT) \ \
II
I I
I
I
1
I
II
,
EXISTING VARIABLE WIDTH
DRAINAGE & UTILITY EASEMENT
DROP INLET
RIM=30.6
W=29.15
1 O I \ 1 / / \ 114'-10140PE
00.3 0 HOPE q \" FRONT ROOF DRNTA (WA -TROT
1 I \ �I♦ 1 \ / 1 \ o o.34x " \ 31.4(TS) 31.32(TS) CAPTURE FRONT PORCH 1-. JOINTS)
3 I \ 1 \ (WATER -TIGHT \ .
1 ♦ / 1 i �'.':.f.. ; 31.1(TP) AREA ONLY -REAR
1Y \\ 1 I CATCH BASIN ) \\ 31.32(TS) ROOF DRAINS CAP'WE /
O \ I RIM�31J.1 31.1(TP)\ 31.�) RUNOFF, FROM BUILDING
{ ��
1 1 )\ / INV=27.25 31.3(TC) \ 31.32(TS) ENV=27.9 \ \ \
CONNECT ROOF GRANS.
VARIABLE WIDTH I 1 \ ST aTEI 30,496 S.F. \ 30.8(GT) : \ 31.1(TP) \ TO HOPE HEADER PIPE
II MAIucMEKT a70 AC. \ T.:: i
DRAINAGE & 1 EASEMENT I 5O'-12"HDPE \ •331.�j\ 44,956 S.F� \ R I 1
1 0 1 \ ` \ i;'
UTILITY EASEMENT o � 11 I ► _ \ o 0.50s \ � 1.03 AC. \
(WATER -TIGER
- JOINTS)
Dam iP DQSW BY 22Fr O
W.IN=22.2
1
11 O
MATCH EXISTING ROA
ROAD ELEVATION 1
0
3
a
11 0
EXTEND EXISTING
15"CMP BY 8FT
NV.OUf=22.05
15 IMP ENV.: 22.07' 1
ll II \ 1
I \ w
\ 15'bW 1W.: 22.07' 1 i<
\ 1 1
LIMITS OF 1
3FT F01
WEIR 0
II 1/ I I>�TUReANCE l 1 I
1 o II QOm-4 1 \I 11 1
I 11
�1 O IL1 �Q
I � I
24 050 \
1 (:)r-- 1 (WATER -TIGHT \
�Tt.l, I JOINTS) \ 1
W=23.8 \ 1
I I \ \
�y 1 II l
I I 1
INV=24.0
I I 1 I
I I I \ I
I I 1 I
I I
I I
I i
I ;
EY
V
MW
mu=z8.8 \
INV44.2
LIMITS OF
DISNRBA)U
29.0(GI) \ . 11 lo,
FES \\o^'I \ GRADE TO \\ I I
I \ W=27.0 \ \ FFE=31.5 \ RAIN TO \ [; I 31.4(TS) I
67'-10'HDPE \ \
30.7(TC) c`i \ 0 0.74%
30.2(Gh 31.4(TS) A� \ \ (WATER -TIGHT CONNECT ROOF DRAINS r ROOF
\ 30.9(TP) I JOINTS) TO HOPE HEADER PIPE BRAIN ' I 31.5(TS) I
CLEANOUT
FOREBAY I \ .s(TP) RIM=30 a \ \ �\ \ NV
CIfANOUT
4(�) _ 2RIMs.s \ 31.o(cR)
1.5(TS)I INV=29.1 GRAIN 7 \ \ I RIM=30.8
.r 31.O(GR) POND \ 31 0(TP) \ _ \ I 0 28.9
8 Jr
I
BA RA A. &
N \ EA G. HANSEN
I 1 \ II 43'-10'HOPE I \
o o z3z I DB 1212, PG 2
\\
CLEAIiWT
F
Rlu=2e.a
-I V=24.2
-
/
/
1z
/Ile
- /
♦
STORMWATER
.�
GLUANOIJf
GRAIIE TO uAIowwENT
II
FIM=2&8
DRAIN TO EASEMENT
146.08
NV=241
POND
N74
6'IINDERDRAIN(rfP)
TOP OF
OUTLET CONTROL
POW11
EMBANKMENT
STRUCTURE -REFER
REFER TO SHEET C-10
=29.0
TO SHEET C-10
I
FOR CONSTRUCTION DEEMS
FOR CONSTRUCTION
DETAILS
OUTLET CONTROL
STRUCTURE -REFER
I
150'-15'HDPE
TO SHEET C-10
0 1.2%
FOR CONSTRUCTION
6'UNDERDRNN(lYP)
(WATER -TIGHT
JOINTS)
DEALS
ELAINE H. MURPHY
DB 1178, PG 293
PB 48, PG 65
PIN: 5307-17-00-4851
Z
CLEANWf -
RN=30.5
INV=26.15
\ \ (WATER -TIGHT I P 30, PG 44
16J 1OINTSD)PE I \ PIN: 5 7-17-00-7897
00.63% I I 1
TIGHT
JOINTS)
//i ENV=28.8 1 1
I I I
STORMWATER
1 I I I \ J MAKAGMENT
F&ltEBAY EASEMENT
I \ I I I \ 3Ff FOR Y WEIR O 29.8
CLFANOUT I I I I
I I I \\ I I I I IRRV 2255
III I I I I
ill iI I I FOR CONSTRUCTOR DETAILS
I 1 TOP OF
I I I I I =30 8IOIENT
I GEaNaRRIM=\
1 i I
RVV-sz
UMITS OF
\IL_DISTURBANCE 1 I \\
� =-_X_-1 X >` X X -----------
N61.17401Y 124.J9' T PRIESTER ENTERPRISES, INC.
I DB 2435, PG 413
PIN: 5307-17-00-7528
DRAINAGE NOTES:
1. A INKY 940E OF O50 W SNN1 BE WNUMED ON ALL PIPES, UNLESS NIERNSE NDIED.
2. PIPE LOOM N SDPES NOTED ON THE TANS ARE APPRDXMAZ ONLY.
I UNUERGIMI) UMY LIES SHALL B 16TMM N ACCCI NICE WTM RE FUIDWNC STAINS N AODRDY m INNER APPLICABLE
GRIIENc
A ND YORE THAN 500 IF OF 1NERCH WY BE OPENS AT ONE TIRE
B. EIMPTED YNWWAL SMALL B PRAM ON THE U7WL SIDE OF TRMIE&
C. EFFLUEM FINK OESDERING OPERWO6 SHALL BE FILIERED OR PASSE) THOUGH AN APPRMED SE➢I EW TRAPPING DENLY. OR
MR N DISQ4R9D N A WINE R 11NT DOES NOT AU,FIMY AFFECT FLOW SUREM OR OFF -SIZE PRWERW
D. MATERIAL USED FOR WOK -FILM MOO SHALL BE PROPERLY CDPACTED N ORDER RI MINIMIZE DOSON N PMDOTE
SFABWIUDpN.
E IESOeWMICIN SHALL BE ACOOWI.4ED N IDCDIDNNE WIN RE ERDS N N SFD6OR OWW PE9RAR96.
F. APPLICABLE SAM REGIMIND6 GILL BE GDYPLI D WAIL
4. CA1CR DASM WRIODES, TRUES. GRATES. ETC. SHALL MEET RE REQUIREMENTS W RE LATEST 0III011 OF RE NORM CNIDWA
DO MRERT OF IRN19'ORTAIM SINIWm WRINGS. REFERENCE TIE MGM STNN DETAILS:
6WA2 - CNCJETE CATCH NSIN
8W S - FINE GATES. N HOOD FOR CATCH EM96
swx - MC ERE OPEN ROMT CAIUN BASIN
5a14 - CONTRITE DROP NET
Sa16 - ONP NET FRAME N GATES
810.31 - CONCEDE ARLIN ON
810.36 - TRAFFIC BARN GRATED DROP NET
OW45 - PREGAW DPMIACE SIRUCRI E
SKIM - PRECAST UN44OLE
8M - PRECAST CONCRETE EIUYIALL
1 ALL PIPES SNAIL B LAD ON STRAIGHT AIIGNIENIS N EI EN SNARES 1611NG A PIPE USER OR OTHER ACCUATE IEIIIOD.
6. STORY PIPE SHALL B AS FGUM UNLESS 011ERNISE NOTED:
TYPE 1: RUP, CRASS I PER ASIY C-7& WIN FLDIDLE FIMTIC 01TVID GASKETS AT JOINS
TYPE 2 NO DENSRY POLVE1M E E PIPE "PC) - ROM DMIAI10N M252 IRE S, M294 RIPE S N MP7-97 TYPE S,
SLDOIH NTERMIANNAR DIEIEOR ONLY PEMNIED WHEN SPECIFICALLY NOTED GR THE 096'IMICIION DWNNGS. PIPE
SAL B NSgLED N ADDOMANCE MITI PIPE W/AINPCTUR R'S NSMUIMN GWEIRIM PIPE ADNIS N FRINGS SNL B
WIERIMT.
7. ALL STORY DRAINAGE NRW RE PUBLIC RM6 SHALL B GLASS ■ IOEORCED CUNCPnE PIPE MESS UI ERASE IOo
& EASING DAMAGE SINILIUM.0 m B NSPEGED N REPAIRED AS NEEDED. N EASING PIPES 10 BE CLEARED OUT TO IBM
SRI N DEBRIS,
9. F NR oraw Snwm m IBM ARE DINED DURING METMCIDII IT SALL B THE OWRIOOR3 RE"GIBILRY m
REPAIR NAOR mum THE EASN; SIHImx AS 1 mmw TO RERAN R m DISHES COMMONS OR wrm
10. ALL STORY PIE INNING SBUC ORES SINL B GRIMED TO AS41RE ONION M sIMMIUIE 6 WTERDGIfr
11. PIE= SIRUGUES WEE USED AT 0WRMTd6 MGM.
12. ALL SIGN SEWER WOO II PNED AREAS SH41 B RUSH NH PAWBLENT, N SHILL AWE TRAFFIC BARING RING M OMFRS
MINGLES N UP/ND AREAS SAIL B G NIDNE FINISH GRADE LOS SILL B LABELED STDN SmP.
1a snWft E EDP ELLWUKNS SHWIN HERE ARE N4R010WTE =11ACTOR SAIL WU AS NBCESSW
14. RN E fAUD NS AS NUIED ARE m THE DRIER FLOW LINE
GRADING NOTES:
1. BiER m THE 9E MAN PER BLOND NOES
2. ALL ONIOU6 N SPOT ED )WAR REFLECT FWD MOM
a ALL EIE1141INS AM N REFERENCE m THE BENDILNK N RIS BUST BE VEIM Br THE G7N MAT. CONIWCIDR PAN m
4. RE CWRCM SHALL NEDATELY REPORT TO OWER MY 06t CEC FOUND BETWEEN ACM FEED CMIDNS N
00161MICII IN LODIFNTS N SMALL. WAR RUN I6'IRIUCIIOH PRIOR m PROCESDRNG.
& RE LUBWUCIDI SAIL B RESPD9NE FM WCATIW N PROECIING DOW URIIDES, N SHA L WAIN ALL DAMAGE M
E99NG UMES THAT OCCIW DOA" WNSWICIpW
& THE MTRMTOR SNL BLEIU NEW FNTnNm S WKY M MOM au m E1QSTNG am
7. UM OF QUM SDYN ON GRADING FAN ARE BASED DON THE APPRD AIE GAIT N 171 SLOPE UNITS OR 00 GRIMING
NEDUIEHflNs.
& THE PRWM CDROM SOM N MKS N PARKING UM N SDwUUS INN FINISHED EIMNS NOIDNG A4HNT.
MFFR m IAOFRT am SECIgN DATA TO ESTAINISI OCRIM S GGASE OR AA6 MR1E BASE MW6E EUNFDONS m BE
COHIPUflm DOER THIS COMPACT.
9. THE 09NMCIUR S N1 FH9DE P091RE DRAINAGE SO RAT MUFF WALL GRAN N GRAVITY FLOW ACROSS HER PNEME NT AREAS m
NEW OR EASING DIMWGE NEIS OR SHEET QMAI)
10 ANY GRADING" BEIM THE WTS OF COIbTRI1D10N AS 9DYN ON THE GRADING PLAIN, 5 SEW m A FIE
11. GRNDNG MORE THAN ONE ABLE WRNXR AN APPRIM 801001 CONROL TAN 6 SI&ECT m A FETE
12 SUBIIIATKIN 6 THE BEST PORN OF SOW MILL TEIPONIO SEEDING 6 NECESSARY TO OWE OWN CONTROL ON
DENUDED NFiK N ESPECIALLY WHEN THE OCIBBUUOON SEQUENCE REQUIRES B.
11 ALL GRADED SINES ARE m BE SFIDED OR LANDSCAPED WIFM 15 DWS OF COMM OF GRADING. ALL REMAINING ARIAS ARE
m B SEEDED W1111 30 DRYS
14 E1OW GAYES. 001=11S. UMES N OTHER OEM FEATURES FROM SIIAEY W N W A LAD SUINEYIIG
15. RE CONI N,TO¢ 91AL MUIDE N THE CONTRACT PONCE MY B-W7EEiNG PINY m OD6NICT RE F70ECT AS 9qM ON
THE PLANS.
1& THE COIRRACIOR 6 RESPOONSWIE FOR THE DESIGN N IMPLEMENTATION OF ALL SFITNG, S ORM BRA MG N SPECIAL
DEMSNIN WARM REQUIRED m WIT OSII FEDERAL. STATE N UDCAL IDGMMM6 MUM m THE I SIALUM OF RE
WIN( IIACARD ON TIEiEE WMNfd. RE DESIGN ENGINEER AC EPM NO IFSPONSWIRY FOR 11E DESIGN(S) m NSIAL SAID
nEY&
17. THE ODBRWW SMALL REFER m THE NIDNBCMRIL PtN FOR EXACT LOCAL N, IDEATION, N OIFNSMS OF off DOORS.
RNPS, MOM DIENSIONS, N EXACT BURBLING UMY ENTRANCE LDCkTM
1& ALL FILL WiW VON BUILDING FDMONIMs. PAYOM N UTMY SMICRUES, TO SDU. N MY OTHER DIERIIDIS
WTWEWS SMALL B ODUPUMY REWBm FRW MIN THE Bkmc ZONE BMW THE SWOCIUNE
19. ALL FONATCH WMTNIN SNAIL B NSFECIED BY A QUALM MIEONICAL REPN4NTATRE m MUN K WIRER (INSURABLE
INTFAq RAW B RE DYED. ALL UIOE9F/BE VATEMNL SNAIL B IEWOAFD, WVDOILUED N OG PACTED AS REQUIRED WA IRE
GOECINIOL F04C W/TAIM
20. ALL IN OR F1191IPES GALL B 11 OR FEARER UNLESS ORFIUNSE NOIED OR DEPICTED.
21, THE 000TRAL dR MU ADM m ALL TOM a WIDIMI S AS WILIIEB N THE GNEIK NP.D.E.S POW FOR MM AIM
DISCIURD ASMISED WIN WNSBUC RICH ACIMES.
22. 00I6RAIAOR SAL MUUST NAR OAT EWSW PNB M AS NECESSWY m ASSURE A SAMIN Frr N CDBND16 GRADE
23 0WRAC= SNAIL BMW POSIME DWWAGE AIRY FROM MOM FOR ALL NATURAL. N PARED AREAS.
24. ALL U6UE/DED AREAS MOM B GRADING MEWpN GALL RUNE 4 NOES OF MOR. CWRACIDR SAIL APPLY
STABLOTI N FROM m ALL S AM JHAV OR 9FEPFR
25. 00115II1A00IM SMALL C01ftY WM ALL APPLICABLE GDMVW ODES N B CO6IRUOED m SHE.
TTrt ana6'arBoot
screen fa rodents
12 YavrNNm (wade
f� Gerd
8" en 1.00% Min. Slaps
Refer to drairspe plan
for sae of starrn seArx
NOTE:
1 DOWNSPOUT DETAIL PmPEDOSHHALL BE salmmuE
- N.T.S. 40 P IC OR HOPE
EROSION CONTROL NOTES:
AR OWN N SDNOIAIpN CONROL POSIT SNL B FWWED BY "COW PRIOR
TO START OF OM694 CM
LEGEND:
TIC ..........
TOP OF CURB
CT. .........
GUTTER FLOW LINE
TP..........
TOP OF PAVEMENT
TS..........
TOP OF SIDEWALK
TW.....
..... TOP OF WALL
ON .........
BOTTOM OF WALL
CB ..........
CATCH BASIN
GI ............
GRATE INLET
FES..........
FLARED END SECTION
YI..........
YARD INLET
GR..........
GROUND
--A..........FLOW
DIRECTION ARROW
GRAPHIC SCALE
20 0 10 20
1 INCH = 20 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE IP-0619
WIDON
,4�Assu u.,,A,.
;$p4QOFE �i p.�ll�L
SEAL
24434 Z'
Co
0
0
Co
Grs
+J
0 0
W z
0 0
It" '� v
W �O
rn
a. O o
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fx
gventers(1lvanguardpg.com
REVISIONS:
9105112 Revised per NCDENR
review comments
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAINING BY: MEL
DATE: 6/29/12
JOB NUMBER: 004039
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:

3' S9.58 SURFACE COURSE
PER NCDOT STANDARDS
4" 119.OB INTERMEDIATE CURSE
PER NCDOT STANDARDS
10' COMPACTED AGGREGATE BASE
PER NCDOT STANDARDS
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROUNA
NCDOT PAVEMENT SECTION DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
SCALE: NOT TO SCALE
! 1 « ]. 1 ]] 1 r •, r a t 1. a ]I 1• r
:r'-1 ,• '•11 'T ]I 1 1' ]I 1 1 ]I 'S1' 1 ri. ]
•
•]
•,•.•..«m 1 it `.] ]• 1.1.. r 1 Y rl 1 1
rl •.
HI
I • • I •
;Lf w,f��
■
1 1
rl
gamm
fs
r Y•fif"f�fi,fs�•fi
:.i'rf� "fiYf� 1 a rr
Zr
1 1
]I, r.
I. •.,
IMP
MAf'yf` &I DON !f�
200f;
• 1•'1 i 1 1 �I
! 1 r rl
:4I
f ���f��i �i L�i�i_�•� rr ]I re•
1 1 1
1 PAVEMENT DETAILS
C-7 NOT TO SCALE
PI
SI
ACCESSIBLE PARM WAAGE NOTES:
1. ALL LETTERS ARE TO BE PER THE LATEST EDITOR OF THE MUTCD.
2 TOP PORTON OF SIGN SHALL HAVE A MUCTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH VM6TE
RFRECTOR2D) LEGEND AND BORDER
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFIECTORIZEB (ENCINEERING GRADE) WHITE BACKGROUND WITH BACK OPAQUE
LEGEND AND BORDER
4. FINE NOTIFICATION SIGN SHALL HAVE A REF ECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE
LEGEND AND BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER
5. ONE (1) SIGN REQUIRED FOR EACH ABLE PARKING SPACE.
6. INSTALLED HEIGHT OF SKIN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. (MUICD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED WITHIN 12' OF CENTER OF PARKING SPATE.
1'-0'
PARKING BY
05P&FD
PEEWIT
ONLY
HANDICAP SIGN
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
SITE ACCESSIBILITY DEIA . NOTES:
1. REFER TO SITE PAN FOR EXACT LOCATION OF HANDICAP PARKING, WAJNWATS AMID RAMPS.
2. ALL WALKWAYS. RAMPS. AND HANDICAP PARING SIGNAGE, ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES
ACT (ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE
3. ONE OUT OF EVERY EIGHT (8) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN ONE, IS REWIRED TO BE VAN
ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SIBFACES SHALL HAVE COLORED TOILED/SERRATED SUP RESISIAND
SURFACING AND/OR TACTILE WARNING DEICE PER ADA STANDARDS AND LOCAL ACCESSABBRY CODE.
5. AL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONIPAST (DARK TO UXMNT)
WITH ADJOINING CONCRETE SURFACES (NINMUM 70% COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBILE RAMPS SILL BE AN INTEGRAL
(PERMANENT) PART OF THE CONCRETE CRETE AND SHALL NOT BE PONIED ON OR CAPABLE OF FADING OR WEARING OFF.
7. FINISHED GRADES OF PAVEMENT M HC PARING AND ACESSRUFY APE SHALL NOT EXCEED I SLOPE IN ANY
DIRECRON.
4 HANDICAP PARKING DETAIL
C-7 NOT TO SCALE
0
i�
_I
l
STAMM STATE APPROVED
HANDICAPPED SIGNAGE INSTATED
ON A META. COLUMN AT THE
PROPER HEIGHT REQUIRED.
PROVIDE ADM ORAL. SWNAGE
BEUN THE HANDICAPPED SIGN AS
REQUIRED PER REGULATIONS.
BOLT SIGNS TO GALVANIZED METAL WE COLUMN
6' DIAMETER CONCRETE FILLED
STEEL PIPE BOLIARD, PAINTED YELLOW
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
COLORED TOOLED/SERRATED
SLIP RESISTANF SURFACING
AND/OR TACRE WARNING
DEVICE AS REQUIRED BY
AMERICAN MITI DISABILITIES
ACT ACCESSBUIY GUIDELINES
AND CODE REQUIREMENTS
1 `11m1�1 N Ind
BOLLARD WITH HANDICAP PARKING
SM. AS WORM
4' PANTED STRIPES - HKC DLUE
COLOR 024" O.C. AT 45 DEGREES.
e PAIKWG SPACE STRIPE.
BLUE COLOR,
STARDOM HANDICAP PARKING
SYMBOL PINNED ON PAVEMENT.
BLUE MDR.
TNg7i
ALL HAMDK'APPED RAMP AND ACCESS AISLES
SHALL MEET ALL CODES AND ADAAG
REGULATIONS.
SURROUND AROUND PPE COLUMN
1 3/8"
1 1
N
REENSDffNf PAVING CAP SEAL.
ROFILE 1610 - SEE SPECIFICATIONS
FOR A.DDMONAL INFORMATION.
TYPICAL EXPANSION JOINT
CONCRETE JOINTS
5 S
C-7 NOT TO SCALE
II 1• 1 ul•a
]]
6,-0'
h
3/4' - 1" DIAL HOLE
18" 13 REDPR. FILL HONE WITH SLURRY —
MIX OF NON -SHRINK GROUT AFTER
REBAR INSTALLATION.
WHEEL STOP
6 P
C-7 NOT TO SCALE
6X6 - 10/10 WWF-
4' COLIC. SDEWAX
COMPACTED SUBGRADE
(REFER TO GEOTECFIOCALROOM
14 CONTINUOUS MR
RFBAR (LOP AND BOTTOM)
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWALK
9'-0' (MIN) WIDEIiAiN-DOYA1 STWE
CONCRETE SNEWNX IN MW OF
BUILDING - SLOPE AWAY FROM
BUILDING.
1
g SIDEWALK DETAIL
C-7 NOT TO SCALE
Ali,.: Jal�li 1,,1
TO FACE OF BUILDING
a'
1' RAD.
ASPHALT PAVEMENT
ASPHALT PAVEMENT
COMPACTED SIDE
BASE
OOMPACTED SUB BASE
PAVEMENT
�2'-�4' 4z4 TREATED PINE (USE GALVANIZED NAPS FOR FASTENING)
I I IF ANY PARCEL OF LAND AWkW TO THE DDZED PREMISES IS EITHER
ZONED FOR RESIDENTIAL USE OR IS ACTUALLY BEING USED FOR RE"4K
PURPOSES (TESIDFNDAL PROPERTY'). LESSOR SHAH CONSTRUCT A PRIVACY
FRONT �EPROTOTYPE PLANS AND ANY
TOP Nw 2X4 �E�
REQUIREMENTS ALONG ANY PORTION OF THE DEMISED PREMISES BORDERING
UPON SUCH RESIDERRAL PROPERTY.
HVAC SCREEN FENCE
9 E
C-7 NOT TO SCALE
NOTE: NUMBER OF BOARS MLL VARY
DEPENDING ON SPACE BETWEEN
BOARDS AND ACTUAL WIDTH
OF BOARDS.
(BAR NEW
NGLE
DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder0trianglesitedesign.com
NC LICENSE P-0619
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 fa
gventers®vanguardpg.com
REVISIONS:
�I,••li� ;) � Uu to- ,
LAYOUT COORD:
MR
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
6/29/12
JOB NUMBER:
004039
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-7

%
6" DOA.
STL GOING.
FILLED
GATE POST
FRAME AND CROSS
BRACE
METAL GATE FENCING
GATE HINGE
GATE POST DETAIL
18,-0'
BOLLARDS
BOLLARDS
A , 1 A
f d . 0-'' p
B
6' DV1. STL CONC.
FILLED GATE POST
4' F
CAP
CONCRETE PAD (HEAW
DUTY CONCRETE)
13LOCK DUMPSTER
SCPEEN WALL
15'S AT 327
ON CENTER
VERTICALLY.
i 8' BLOCK TO
MATCH BUILDING
ELEVATION REFER
TO CJLIDING FUN
NOTE:
FoonNc TO
MATCH BUILDING
SEE SIRUCRRAL TWIGS. (IYP. FFG.)
SECTION A -A - WALL SECTION
8' BLACK
METAL OUMPSTER GATE
BAMU TO TOP OF CURB
ASPHALT
PARKING LOT
IE
CONCRETE COMPRESSIVE STRENGTH 91AL1 BE MOD PSI IN 28. CONFIRM WITH
GEOGRAPHICAL LOCA70 OF THIS PARTICULAR PROJECT.
2 CURB/GUTTER DETAIL
C-6 NOT TO SCALE
NMI
SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
CONCRETE WASH DOME - PRONDE SMOCIM,
ROUND SURFACE
4' PINE - CONCRETE FILLED. REFER TO
PLANS FOR SIZE AND LOCATION. PAINT —
OSHA SAFETY YELLOW.
SLOPE SURFACE AWAY FROM PINE TO 1/2'
PRE-M01DE0 EXPANSION JOINT (TYP.)
ASHPHALT (OR) GONG. PAVING --,
ii I p]119 0 ♦1
3 TYPICAL BOLLARD DETAIL
C-6 NOT TO SCALE
Y
NOTE
1. WORDS AND ARROWS FOR DRNEWAYS SK411
BE APPLIED ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTON 3B OF THE
EI;ML!iwsif,'Al H;I246v:zIIsiIir,: Sew
2. THESE WORDS AND ARROWS ARE TO BE
PANTED REFLECTYE WHITE
PAVEMENT MARKINGS
NOT TO SCALE
6- I 2•-0• _ I _6.
T - 3RAC.
6 12'
7 COMPACTED SUBGUM
*NOTE' 1. ALL CONCRETE TO BE 3.6DO PSI IN 28 DAYS.
,M CONCRETE FLUME
N.T.S.
REFLECTIVE ALUMINIUM
—STEEL FLANGE
z
o �
YANKED 'U' GINNED POST
�- METAL GATE
///���•••pppBLACK
O
AT ASPHALT LOCATIONS
s' DIAL SIT, CONIC.
//
FILLED GATE POST
GATE HINGES
ANCHORED TO POST
AND FASTENED TO
DOOR BRACE.
HANDLE J \-1/2' STEEL
DROP BARS
I' DXA PVC
SLEEVES 6' LONG
6' DIAL STL
CONC. FILLED
GATE POST
l DOUBLE DUMPSTER DETAILS
C-6 NOT TO SCALE
4000 PSI
CONCRETE
1116m�
Nf�Y�1�I �: �Y��
m
rurur.11=11C11
..—...—urnr
?11=IIr=11�11:=_.IL_
1:11..LL.1111m�i.'V•n'V•n[u maw
g STOP SIGN DETAIL
C—S NOT TO SCALE
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder®trianglesitedesign.com
NC LICENSE #P-0619
SEAL:
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SEAL
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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:
JCI 3 r �wiz��
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
6/29/12
JOB NUMBER:
004039
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-8
COMMENTS:

MN. 10 CA
LINE WIRES
IIII
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Il
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III10111:11
IN
10
Will,
Ill,ll,
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N
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NON
��
♦�
Illr
PLACE A SM„V AT EACH END OF UNEER TREE
WOE MEW
b l TREE PROTECTION FENCE
C C-9 J NOT TO SCALE
HUB END ON ORE
END SECTIONS. SPIGOT
END ON INLET END
SECTIONS.
SLOPE TRACKING DETAIL
C-9 NOT TO SCALE
I 40'
Y TREE PROTECTION AREA g
w
DO NOT EMU
Y
r M41ERW.
SPACED AS DETAINED.
I AND 50' ON CENTER TNEAEtFTER
7ETt PROWDE NO LESS THAN ONE SIGN PER PNDTFCWM AREA
I OF PROTECT.
INSPECTIONS DEPARTMENT BASED ON ACTUAL ROD CONDITIONS.
I AMID 50' ON CENTER THEREAFTER.
NOTE:
GENERA. NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SFWL BE LOCATED WHERE TRAFFIC
WILL OL ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STOW TO BE Y-3' WASHED STONE
3. THE ENTRANCE 91ALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REWIRED. R SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC SHALL. BE MRAFl 5DO OR EQUAL
6. ENTRANCE SHALL BE A MINIMUM OF 20' N WIDTH OR THE WIDTH OF THE OUT, WHICHEVER IS GREATEN.
SOIL STABUZAKN FABRIC
UNDER WASHED STONE
4 lGV1VJ1ECUl.11V1V D,1V 1LtA1Yl,G
C-9 NOT TO SCALE
6'-0' MAXIMUM ,
FRONT NEW . Y
AE4//iY%FAATIteE 11627ES.•
N T ; 1. ma Ofws SYWl br A5P am Br Aw FmAtwr
Riqunw PANTY OR his AgAT aaEa cur Anu may
1. USE SILT FENCE ONLY WHEN RMNFAl1 AW AT LEAST Lwr Di4w AWYwwo RMIFAMG
DRAINAGE AREA DOES NOT ANY REPAIRS MOM 9ML LT AMW A ICAMI r
IXCEED OF C COIACRE AND NEVER IN AREAS 2. )w 57131E .9heL BE mpmem PRlM nr Arfu ANY EVENT
CONCENTRATED FLOC. IN
!INS a0AXV OR Ral0k O ff
2. REMOVE SEDIMENT DEPOSITED AS J MZNMW OEF>79'TS MW ME RaVRED ON LUEWU
NEEDED TO PROVIDE STORAGE REACT 6 MAIN ANY SL510499 AFOSRS REMM'M' AV
VOLUME FOR THE NEXT RAN AND R"AF7ER 7AF SKT MCC MET MS RDVWD RNi A'
SILT FENCE WtF REMOVE PRESSURE ON THE NIM 70 DOVOTO AF FXASIAG F PREPARED
S
AA0 SEE.
SILT FENCE
5 E
C-9 NOT TO SCALE
IJAJAIIV�11 1 a 4 KPiRt•71fi0NIB;Cb.74tlli;✓TIB3!
,�pl . �~� ♦�'. "'1'• 'I 1 ll « ] rT, 1 1 •'w ]]lit F T "l' 1
•'•.�®��,�. :, 1 �] '1 -• Ill 1 I'1 FY 1•]..
NOT TO SCALE
NATURAL GRADE
RIP RAP
X rJ IIIIII=_ �I- I f-
E P
2,-0.
(_ D �� =
___ -IIIIII
STEEL BACK ROD LQ� IIIIII-IIIIII- IIII=IIIIII IIIIII=IIIIII=
I (� I a /5 WASHED STONE
PLAN V MIN. LAYER OF FILTER FABRIC
NOTES
PPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT,
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE
AREA TO BE PAVED OR RIP -RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (RUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHALL HAVE A CUTOFF OR
TOE WALL AT THE DOWNSTREAM END.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
THE WIDTH OF THE END OFTHE APRON SHALL BE EQUALTO THE BOTTOM WIDTH OF THE REO]WNG GUNNEL
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
AMU MlW AAWpV AT RMW Alf MS AS AIM AS
9 AnN AWN RA4V$ AAW AA41E RD WS FRaMP7Zr. CM SP ,W
RIP -RAP APRON A77MM TO AF PGWT W&W M195YENTiBOLD 5700FfiwamfwIW]ER
C-9 NOT TO SCALE 4BEAn' � AAW7 LW FOR AMMAV 6Fr
AW SW TINES; MW SW MUWS: AWE RMW
aaEATI7EZY.
Rip -Rap Apron#1
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
5.0
FT
IXIT VMTH
5.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#2
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
6.0
FT
DOT WIDTH
7.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#3
DIMENLSIONS
ENTRY WIDTH
3.0
FT
LENGTH
5.0
FIF
EXIT WIDTH
5.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#4
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
6.0
Fr
EXIT WIDTH
7.0
FT
MIN. THICKNESS
22
IN
MIL. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#5
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WIDTH
8.8
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
8
Rip -Rap Apron*6
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
Fr
EXTT WIDTH
8.8
Fr
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
22
IN
STONE CLASS
B
MINIMUM 12-1/2 CALM
INTERMEDIATE WIRES
San POST
WOVEN WERE FABRIC
SILT FENCE FABRIC
C FILL SLOPE
v SIR
14
z GRADE
_�72' MIN. ANCHOR
�wp,��•^: SKIRT
j'IIC BOTTOM OF WIRE FENCE AND
111888111111UUUIIIfi FILTER FABRIC BURIED 8'
VERTICNIY AND 4' HORIZONTALLY
IN EXCAVATED TRENCH
SIDE NEW
A) WRIT STRUCTURES SHALL BE UTILIZED THAT WRHDRAW WATER FROM THE SURFACE
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA O LESS THAN 1.0 ACRE, DRAW-DOW DESIGNS SPECIFIED N THE DIVISION
OF LAND RESOURCES OR DFIEGATED LOCAL PROGRAM REQUNEMENIS ARE ACCEPTABLE
C) 01 MICAL TREATMENT:
1) AIL TREATMENT CHEMKALS MUST BE STORED N LEAK -PROOF CONTAINERS THAT ARE KEPI UNDER
Sr M-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADMCENI
SURFACE WATERS.
2) ALL TREATMENT CHEMICALS MUST BE USED N ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES
PROVIDED BY THE MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DMSDN O WATER QUABY.
3) THE PERIIRTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE MC DMSDN OF WATER QUAUTY AND
POSTED ON THEN 'NORTH CAROM DIVISION OF WATER WA TY APPROVED PAMS/ROCCUDVQS UST' FOUND ON THEIR
WED SUE AL http://porU.mdmrorg/"b/wq/n/m.
4) THE POIMUEE MUST ROUTE STORMWATER TREATED WITH POLYMERS. FLOgXNNIS, OR OTHER TREATMENT CHEMICALS
THROUGH SEDIMENT TRAPPING, FILTERING, AND/OR SETILNG DEVICES(S) TO ENSURE ADEQUATE REMOVAL O SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS
D) DISCHARGE REQUIREMENT - DWCHARGES MUST MEET THE STATUTORY RE(XIdMENTS OF THE SEDIMENT POLLUTION CONTROL ACT
AND U1NRE THE PROASDNS OF SECTION 6.74 OF THE ENOSDN AND SEDIMENT MOM PUNNING AND DESIGN MOM TO
ASSURE THAT BUFFERS AND VEGETATED AREAS WILL DE USED TO REDUCE THE POTENTIAL FOR 145101E SILTATION OUMDE O THE
25% BUFFER ZONE NEAREST THE LAND -DISTURBING ACW.
ARM
PERSPECTIVE
PVC END CAP PVC ELBOW
WATER SURFACE
.:........
4tpvc PVC END CAP
PIPE SCHEDULE 40
PVC TEE UNDERNDE
1//2' HOES IN PVCPIPE
FLEXIBLE 7,
HOSE
4
END VIEW FRONT VI
SCHEDULE 40
COUPLING CONNECTION
5 Rpm STANDARD SKIMMER DETAp_
T TO INTPOST
O BOTTOI
SKIMMER CONTACT
INFORMATION
J.W. FAIRcium a SONS, NC
P.O. BOX 757
HUSBORDIM, NC 277M
919-732-1244
919-732-1266 FX
-"C ENCLOSURE
WATER ENTRY UNIT
PVC
SCHEDULE 40
PLATE
SKIMMERS SHALL BE
FNRCLOTH SKIMMERS
REFER TO DETAILS
FOR SKIMMER SIZE
REQUIREMENTS
STEEL FENCE POST
I
WIRE FENCE
HARDWARE CLOTH \
NOTES:
OF
1. REMOVE SEDIMENTTOP FILTER OF /57
WHEN HALF STONE WISHED STONE
FILTER OF
MUST RESAT
THE TOP OF
OUTLET IS COVERED.
WASHED STONE
'
TMB%w
2. REPLACE STONE AS
8^ S FILTER FABRIC
TO ENSURE .y�
0"✓�
ON GROUND
- '
= DEWATFRING. �o`ILoB
0 4
FRONT NEW
STEEL FENCE
WRY WIRE FENCE,
POST
FILTER FABRIC, BURY W �� HARDWARE CLOTH
BOTTOM OF WIDE FENCE AND
SET MAX 2'
HARDWARELOTH
FILTER FABRIC BURIED 8'
INTO
CAND
N TRENCH
VERTICALLY AND 4' HORIZONTALLY
�18'
SECTION VIEW
IN EXCAVATED TRENCH
GROUND
ANWIBWff
3
SILT FENCE OUTLET t. ' ma aF oc'm ff vEfm4vmr EPAWYa? Aw A of mwor
.VW Ea7A AMFAIL AID AT/FAST MY MWLC A9X = BMWs ANY AUNIEf AEM 9ML Nf AMWL`
C-9
NOT TO SCALE AF ""Mr
2 mrsme9AuKRoAa<nFRwIarA/7B2AVYEw£NTnwTmsaawaPfiwlmf.
.I SMI TNT SAS 9AXA0 LE MOM NOV EffWZY A'EYi! AIVF IAf AMDWT a'TAE BOW ANY
M MOW A9MM AIWWW A' AAX AM TALE SET Aitt'E mu 6 Ravm 7.Sow Ar a� m
GaWAW/ m Af ADMAN OW AE2wWD MD SUM
1. TEMPORARY BMW DITCH TO OL USED TO INTERCEPT FLOWN AND/WE MUTT TO A
SEaMSCON�TROLC MEASURE
IMtl' 2. DITCH IS ONE -NWT FUEL
A&w7 OF "�"' "' ww3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COYFAED BY
CMFA MEEK AID AW MFW Flll.
BMtlSIfL .MEA47IIYAT7 4. STAM M DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH MBH TAC,
WA
m9wSIM))WA7f TAEfLONswflw AND/OR EROSION CONTROL NETTING.
FfAMP llf aNEI�bM( 1H7111P II,E /
TEMPORARY SEEDING SPECIFICATIONS SCHEDULE
aMM1¢ MW AS AEZESSWY AER
WASTE MATERIAL -COMPACT.
,,,�,Ps„�,,w,E„
AEDMRRV S 0MOVIMU w , SEED & MULCT AFTER -{2' MN.! -
I
Date Type
Plantin�Rate
40 Ibs/acre
AHETAMI2rR#XWAYMR&N CONSTRUCTONC pOUH
ado aurNNonaw A m)w SM VAR. .:�='"•'=:w�
�E'
March - Oct annedop MOM
NW. -Feb. Winter Rye
120 Ibs/sae
A9EA A9O£IIE TFA64t9VW al8PSgV 2' - 10'12�
AWANI£ T7E OWN" AID I& AID �1' 2./,(�k, �YAR. -I�
SUNIff ff aAYWL m a m WN
_
SNW> D
SEEDING SPECIFICATIONS/SCHEDULE
12'
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAR 3:1)
Date Mw
Plantine Rate
CROSS SECTION& VIEW
Aug 15 - NOV 1 Td Fescue
NW I - Mar i T� Feeaae a Abruzzi Rye
300 Ibs/aae
300 ft/acre
2 TEMPORARY DIVERSION DITCH
Mar 1 - Apr 15 Tap Fescue
300 wa/are
NOT TO SCALE
Apr 14 - Jun 30 Hulled Common Bermuda Grass
25 firs/are
Jul 1 - Aug 15 Tall Fescue 8 Brewntop MOM
240 Ore/aas-Tdl Fescue;
a Sorgwn-Sudan Hybrids
35 Ts/acre sip Millet
SEEDBED PREPARATION:
30 bs/are Sorghum -Sudan Hybrids
1. CFISD. CAMP AREAS AND SPREAD TOPSOIL THREE INCHES DEEP WEIR ADVERSE SOIL CONDITIONS, IF AVAILABLE
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
2. IV THE ENTIRE AREA TO SIX II FIEB DEEP.
Date tw
PlantiK Rate
3. REMOVVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUC7ICNS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
Mar 1 - Jun 1 Senm Lespedeza (scanTred) t
50 bs/are (Serka Lespedeza)
use the following crornbnnatmm:
4. APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE).
Mar 1 - Apr 15 Add Tap Fescue
240 Ws/acre
Na 1 -Jun 30 Or add Juped Commal
25 bs/acre
5. CONTINUE MACE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
Bermuda Gass
Jun 1 - Sep 1 Tap Fescue h Bmm* Millet
240 Els/om Tall Fescue
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR WLTIPA7( AFTER SEEDING.
a Sorghum -Sudan Hybrids
35 Iha/acre Browntop Millet
30 Ibs/are Sorghun-Sudan Hybrids
7. MULCT IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
Sep 1 - Ma 1 Sericea Lapedeza (UMhWIed-
70 Ibs/acre Sericea Lespedeza
Unscarafnd B Tat Fe. csm
240 bs/acre Tall Fescue
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE�NGS WITHIN THE PLANTING SEASON, E POSSIBLE IF STAND
Nov 1 - Mar 1 Add Abruzzi Rye
25 Ibs/acre
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL UME, FEffnUZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
ADDITIONAL I TATION OF DENUDED
OTHER ALTERNATIVES FOR 0
SEEDING MIXTURE:
AREA�S.LTTI�E V�EGETA�IION THOSE THAT
WELL LMM LOCAL LOCAL 0SEEM
COMBNATIONS AM POSSIBLE.
AGRICULTURE U MESTONE: 2 TONS/ACRE (3 TONS/ARE IN CLAY SOILS)
WI TEMPORARY: RESEED ACCORDING TO Optimum SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT A1L011
FERTILIZER: 1,000 LBS/ACRE - 10-to-10
TEMPORARY COVER TO GROW MORE THAN If N EIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
SUPERPHOSPHATE SOD LBS/ACRE - 20% ANALYSIS
MULCH: 2 TO S/ACRE - SHALL GRAIN STRAW
ANCHOR:* ASPHALT EMULSION AT 300 GN.S/ACRE
Sediment Basin
SURFACE AREA REQUIRED
2,048
SF
SURFACE AREA PROVIDED
2,050
SF
VOLUME REQUIRED
3,150
CF
VOLUME PROVIDED
3,308
CF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
82 X 25
FT
26.00
TOP OF DAM
90 X 33
FT
28.00
EMGY. SPILLWAY LENGTH
10
FT
26.50
BOTTOM OF BASIN
74 X 17
FT
24.00
SKINNER SIZE
SKIMMER
RAOUDES
IMMER
�D .___
1.5AV
a6W
1.2W
DATA BLOCK
DEWATERNG
ZONE
FILTER Fl
INFLOW
STRUCTURE
« AREA I
SURFSPILLWAY
BAFFLES
s'
V FREER
6' MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
MIN. V -
Z=5' MAX. T
,•
1
10l
r_:,:Cyrrnitnz
N:Ngwal:Ta:W�
1� ,
W=5' MIN.
EMBANKMENT
i T=1.5' MN.
31�1
DICY II
NAY
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. 0ONSTRucnoN SPECIFICATIONS
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, 1. CLEAR, CLUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL. VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SON.
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL
3. PROVIDE 3 BAFFLES.. _(USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE TO THE DESIGNATED DISPOSAL AEA
5 BAFFLES FOR ORANAGE AREAS GREATER THAN 10 ACRES. 2. ENSUE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND ODDER
C BAFF E SHALL BE 700 G/M2 COR EROSION BLANKET OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
Pf IM SAGGING SIDE �SIIP WIRE
5.
TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BOW
EMBMIKMENT 6 INCHES TO N10W FOR SETTLEMENT.
AVSPECT Li4TFZES AT [EAST AIrE" A SEX AND AFTER
t�N�C,�, 'U �F�tII�C�
(
6.
INSPECT 8A'fLES FOR REPAIR ONCE AWEEK /JAL AFTER EACH RAINFALL 3.
CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM
FACT RANEAIL ARK£ANr R£W?M REPAIRS
Nr""�rP rnc"`'r
PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP -RAP STRUCTURE AND SOIL
AMMEDYITEEr
-----STEEL POST
-PLACE THE FILTER FABRIC BERWWFENN THE RIP -RAP AND THE SOIL EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND
SIDES TO THE TOP OF THE DAM; OR
be Siff TO ARWAW ACCESS 70 MF 84FRff
6
M
- EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF
Pj;r--
B�D
BE EAST 2 SIDE �ENTT
AVETTEO7NE RMALYIT
___ ____ ____ _ 4.
CLEAR THE POND AREA �THE ELEEVa E C� OF TTHHE2S'M�WAYT �t7fATE SEEDIMCLEANOIIT.
PAN MY.
COIN MESH OR SHAD
STAPLED OR
--__--_ -_--_-_ 5.
----- ---- ---- - -
ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
TRENCHED INTO BOTTOM OR SIDE SECTION MEW AT OP@NNG
_---- _----
6.
ENSURE THAT THE STONE (DRAINAGE) SECTION O F ME EMBAH OMU HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND A MAXIMUM SIDE
REWIbIE , INE1V n RE4CiRT llOF
E OI A0 WISOME
- - _ _ -- _ _ - - _ _
SLOPE OF 1:1 THAT EXTENDS TO THE BOTTOM OF THE SPILLWAY SECTION.
M P STORAGE NXUIE FOR
ANAL A[
CROSS BECKON
--- ---- - -- -----
7.
CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2.1 SIDE SLOPES EXTENDING TO
A2'XTRO AAA 10 REOI/CEPRESSURE[4V TIE
_ -- _-- ---- _-- _
THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A
A9ZES TAKE CAKE 70 AV a4M40W NE
S7MMM/RR 84SN AHJIOEATNt'E
_ _ _ _
_ -_ -_ -_ _ _ _ -_ _ _ -_
MINIMUM OF21 INCHES. THE WER MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
s4FAZE5 LP/RAG CL64AVN1T. SmAsT iepw
a6PMOT SRAMMER SMIME l "AT LEAST NEFXMY AND &W mw S7GW/FY, ANT (DIN£-hw AM a? W 97ERf RAHVAA1 LIST AND RMW aaffANZEZY.
_ _ _-
- - - -- -- -- - - --
8.
MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A 050 SIZE OF WO (CLASS B
S7A69X0 AEW MXC® IMF TALE ML'SX,Wm
REApig,SE1 WW AA0 RE37AWE 7W 84SW 70 A7S 0�4K.YAML 11110 A26V5' MIEN SEDIMENT AOYYAW/ATMS 70 OK -AWE MEAMT Of Mr fhb? WIRE PUL
- -- - - -_ ---
CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCF#S. THE STONE MAY BE MACHINE PLACED AND THE
S70EI6F API..
NIA- SOAadR 70 LWE 9W SO PAT 1AE SEAMAAI AAAARNFA7N ? CAN LE 6040I7M .. EXCAMIF TALE 271616510' AM NNE Offff 849 K NOT AST AIWXAWI
_ _
_ _ _ _ _ _ _ _ -- _ _
94N IM STONES WORKED INTO THE VOIDS O THE LARGER STONES THE STONE SHOULD BE TWO, AIr". AND HIGHLY
7FE SXWaER OR PE fX757 G1rlL AA4KE SORE I27ETAIKAV CROwAG W PE 6OTI0M OF IlE 84SIV L"GE3' Atli fkYD pONN TIE SXXIAk1P.
--- _ _ -- ---- ----
WEATHER -RESISTANT.
Af7ER 0E CONJPAINAG Pftf GE AREA AS• 8&N
A4wAmr 57A[A'= aww ANTI 84FfZE
-- _
---- ---- --'
9.
DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY BI.OUE DRAINS OR DIVERSIONS WITH
MIMU AW LWARE.5MMEIVT 11147SR$
REPAR BE afRiS AF HALM ARE 84M40M.. AAF MSWR ME M MMS IF MONO? 5 R0009 WOMIN AP ANWAVD T/WAS
OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AM TO IMPROVE BASIN TRAP EFFICIENCY.
SW IAE AR64 70 GRAD AW STA UZE n
E IAE S vm" LS aarm WIN TRAM AV WERE 6 M47D7 AV PE 9M,, 461011ff ✓ RAM ON TIE ROPE KL AWE )W SWU 829 IF AW M"T1lM' AAD
10.
INLET ZONE let cell OUTLET ZONE
ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE
0&0&*r PC DISRU AW AUT SAA A 70 lik" S GV' 7fE 84SM AND REApA£ 71E OERiS ALSYI
,
2� of basin 2sur of basin
1=
�
SECTION RUSH MTH THE SURROUNDING THE W STREAM.
CNECK 0E awitCE AwIr mr �hOW � E s ate. E so �
�n am �n am 11.
DIRECT EMERGENCY BYPASS TO NATURAL, ARE AREASOUTLET
. LOCATE BYPASS WRETS SO THAT FLOW WILLNE
WAGE THE
E TALE 91ilkl R AW W Mi1RRfM PIPE 5 aOXM,, LIE ORIfKE OW B£ RfAMV AW iW Ot41R CWN aENPED WN A PMWI F SAW OW BY RMW
12.
EMBIANIOMENT.
STAMM THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTRFMI FROM THE TRIP IMMEDIATELY
AWN MAM?. IT SHARE AW 01ACE TEE ASWK'E MkMW AUM� NNE SI(AYNER.
PLAN VIEW
AFTER CONSTRUCTION.
13.
SNOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEMNOIlT LEVEL (} THE OE9O! DEPTH) ON THE AWNS
OYArff BE FAWC' LA£D 9WA NY FOR D4946F AW MALE ANY REOMRRED &PARS JAW FA&W IMT SPANS iW A U AIV N OF M MIRY. Y.WfMW ME
AND MANIC R N THE FIELD.
1 SKIMMER BASIN
61 MMMAT, SPI MMM AV owu fm EI V MMI X AV ASPECT 7W LAE4 ADIT fOR APPAL AND SETIILARA7 AA44E All A£CE33:4Rr REPAIRS
14.
INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
AAEA47EMr. R5WW ARIL VKW A40 OIIASV AMU ARAM NNE SXWAAER AND PM ARM
C-9 NOT TO SCALE tRaZAV NfAM& CAN ROW AV ME f0K1 W AV Af Mp4sW. SORE SPECIE PREGMABMA"S .S7aW BE TAM AV AF WWIER I0 A&Wff nE .SYMMEN fRaV
PLLC MBA K,'E
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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Qom°
SEAL
24434
6-2112
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(3-1 '
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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:
r-a
p.1
1W C
LAYOUT COORD: Ma
PLANNING MGR. MEL
DRAWLING BY: Mu
DATE: 6/29/12
JOB NUMBER: 004039
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-9
COMMENTS:

OMP element
w I will remediiiate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
perimeter of the -retee on c
Areas of bare soil and/or
Regrode the soil 4 necessary to
erosive gullies have formed
remove the gully, and then plant
a ground cover and water until it
is established. Provide lime and
a one-time fertilizer application
Maintain vegetation at a height
of approximately six inches.
e indet : Pipe, stone verge or
swale
The pipe is clogged.
Undog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged
Erosion is occuainng in the
Regrade the swale if necessary
swale.
to smooth it over and provide
erosion control devices such as
reinforced turf matting or riprap
to avoid future problems with
erosion.
Stone verge is cogged or covered
in sediment
Remove sediment and dogged stone
and replace with clean stone.
The pretreatment area
Flow is bypassing pretreatment
area and/or gullies have formed
Re-gradeif necessary to route al
flow to the pretreamerd area.
Restobilize the area after grading.
Sediment as accumul a
depth greater than three inches
Search for the source of the sediment
and remedy the problem if possible.
Remove the sediment and restabifize the
pretreatment area.
Erosion s occured
erosion protection
such as reinforced turf matting or
rip -rap if needed to prevent future
erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
e bio-retention cell:
Vegetation
Best professional practices
show that pruning is needed
to maintain optimal plant
Prune according to best
professional practices
health.
Plants are dead, diseased or
Determine the source of the
dying,
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cover if a
soil test indicates it is necessary.
ree stakes wires are present six
months after planting.
Remove tree stakes wires which can
kill the tree if not removed)
The bio-retention cell:
Mulch is breaking down or has
Spot mulch 9 there are only random void
soils and mulch
floated away.
areas. Replace whole mulch layer N
necessary. Remove the remaining
mulch and replace with triple
shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are clogged
Determine the extend of the clogging.
with sediment
Remove and replace either just the
top layers or the entire media as needed.
Dispose of the spoil in an appropriate
off -site location. Use triple shredded
hard wood mulch at a maximum depth of
three inches. Search for the source
of the sediment and remedy the
problem if possible.
An annual soil test shows that pH has
Dolomitic lime shall be applied as
dropped or heavy metals have accumulated
in the soil media
recommended per the soil test and
toxic soils shall be removed, disposed
of properly and replaced with new
planting material.
The underdmin system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop inlet Dispose of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
onUeL
Contact the local NC Division of
Water Quality Regional Office, or
the 401 Oversight Unit at
919-733-1786.
Rio -RETENTION SOIL MD(TURE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
87%
CONSTRUCTION SAND
FINES
8%
SILT
ORGANIC MATTER
5%
COMPOST/PEAT MOSS
PERMEABILITY
2 INMR
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER HYBRID BERMUDA GRASS OR CENTIPEDE THAT HAS BEEN GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
BIO-RETENTION SOIL MI(TURE:
DIo-retention Soil Mixture ZM): shall be placed and graded using low ground -contact pressure equipment or by excavators and/or backhoes
operating on the ground adjacerd to the bio-retention facility. No heavy equipment shall be used within the perimeter of the bio-retention
facility before, during, or after the placement of the BSM. The BSA shall be placed in horizorrWI layers not to exceed 12 inches for the
entire area of the bio-retention facility. The BSM shall be compacted by saturating the entire area of the bio-retention facility after each
lift of BSM is placed until water flows from the under -drain. Water for saturation shall be applied by spraying or sprinkling. An appropriate
sediment control device shall be used to treat any sediment -laden water discharged from the under -drain. R the BSM becomes
contaminated doing the construction of the facility, the contaminated material shall be removed and replaced with uncontaminated material at
no additional cost to the Administration. Enrol grading of the BSA shall be performed after a 24-hour settling period. Final elevations shol
be within 2 inches of elevations shown on the Contract Plans.
The Bio-retention Sal Mixture (BSA) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials or substances shall be mixed or dumped within the bio-retention area that may be harmful to plant growth, or prove a
hindrance to the planting or maintenance operations.
Prior to placing the under -drain and the BSA, the bottom of the excavation shall be rota -tilled to a minimum depth of 6 inches to alleviate
any compaction of the facility bottom. Any substitute method for roto-tilling must be approved by the Engineer prior to use. Any ponded
water shall be removed from the bottom of the facility and the soil shag be friable before roto-tilling.
Once the BSM has been placed the entire tiro -retention area shall be sodded with gross that has been grown in sandy soils or that has the
roots washed clean of any cloy or other materials that could clog the function of the bile -retention system.
NOTES:
1. ALL &0-RETENTION SAL HAVE NR ACCESS EASEMENT CONNECTING TO A DEDICATED F UBIIO
MIT OF WAY.
2. ALL DRAINAGE AREAS TO A Hp-REIE M FACILITY ARE TO BE STABUZFD PRIOR To
INSTALLATION OF SOILS OR GRASS SOD.
3. WRAP PERFORATED UNDERDRAIN WITH FILTER FABRIC PRIOR TO BACKFlLLING.
4. UNDEFUM PIPE SHOIAD WIVE 3/8' PERFORATIONS SPACED AT 6' CENTERS, MIN. 4 HOLES
PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CE TER.
5. UNDE DRNM CLFANOUIS MUST EXTEND A MIN. OF 6 INCHES ABOVE TOP SURFACE OF GRASS
LAYER, PREFERABLY TO THE TOP OF OEM MAXIMUM PONDIRG DEPTH IN THE
80-RETENTION BASIN.
1 BIO-RETENTION DETAILS
N.T.S.
SOD ON SIDE SLOPES (REQ'D
FOR FIRST PLANTING PEAR)
OVERFLOW OUTLET
REFER TO DETAIL FOR
ELEVATIONS & DIMENSIONS
REFER TO DETAIL FOR BOTTOM
ELEVATION
REFER TO DETAIL FOR
TOP OF EMBANKMENT ELEVATION
GRASS SOD
12' WOV PONDING
2FT MINIMUM
BIO-REfENMN SOIL DEPTH
(GRASS BASIN)
BIO-RETENTION SOIL MIXTURE
1� MIN.
-
4' MIN WASHED SAND - ADJUST AS NECESSARY
BASED ON UNDERDRAIN SLOPE & ELEVATION
8' GRAVEL LAYER AT UNDERDRAIN
SCARIFY NATIVE SOIL
FILTER FABRIC AROUND
NO COMPACTION
UNDERDRAIN GRAVEL
UNDERDRAIN GRAVEL BED (TOP,
6' DIAMETER PERFORATED UNDERDRNN PIPE -
CONCRETE
BED (157 WASHED
BOTTOM AND SIDES, TYP.)
PVC (PER AASHTO M252) OR HOPE WITH SMOOTH
FOOTING
FOOTING
STONE)
INNER WALL, PROTECTED WITH FILTER FABRIC.
SECTION A -A
BIO-RETENTION CROSS-SECTION
OPERATION AND MAINTENANCE
North Carolina storm water odes require annual inspections by the regulating agency of bio-retention areas as a minimum. More frequent
inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of bio-retention areas.
A Rainfall Event
1. Inspect the basin after eery runoff -producing rainfall event.
B. Monthly Inspection
1. Inspect the basin montt*
2. Check the bio-retention area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative aM rock filters for sediment accumulation, erosion and proper operation of the flow spreader
mechanism and repair as necessary.
C. Quarterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and grass swales) for proper functioning. Clear accumulated trash from
basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace rip -rap and repair broken pipes.
3. Reseed grassed swolm hduding the vegetated filer if applicable, twice a year as necessary. Repair eroded areas
immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where accumulated sediment is noted.
2. Inspect the embankment taking note of any wet areas where water may be seeping through the soil.
E. General Inspection
1. Maximum gross height is to be bin.
2. No woody vegetation shall be allowed to grow in the bio-retention area.
3. Debris shall be removed from blocking the inlet and outlet structures and from areas of potential clogging.
4. Periodic removal of deal vegetation shall be accomplished.
5. NI components of the ko-retention system must be kept in good working order.
SHAPE OF BIO-RETENTION
q AREA MAY BE IRREGULAR
GRASS SOD----,..
_ ..
.. .. CLEANOUr WITH
BIO-RETENTION AREA
THREADED LID
- (TOP TO BE 6'
.
-
ABOVE MAXIMUM
PONDING ELEVATION,
AT 100 FEET MAX.
HORIZ. SPACING)
TOP OF EMBNKMENT
A
6' SCHEDULE 40 PVC, SDR35, OR SMOOTH WALL
REFER TO CHART FOR
CORRUGATED PLASTIC PIPE WITH 3/8' PERFORATIONS
ELEVATION
6' ON CENTER (4 HOLES PER ROW)
OUTLET
OVERFLOW OUTLET CONCRETE
CAP
SPILLWAY OR STRUCTURE. REFER TO
CHART & DETAIL FOR SPILLWAY
ELEVATIONS & DIMENSIONS
PLAN VIEW
6' SCHEDULE 40PVC,
it0-RETENTION SDR35, OR SMOOTH
SOIL MIXTURE WAIL CORRUGATED
PLASTIC PIPE (SOLID)
90' ELBOW CONNECTION
TO UNDERDRAIN PIPE
WASHED SAND
ullowul FD ROM
UNDERDRAIN GRAVEL
BED (157 WASHED
CLEANOUT STONE)
SLAB TOP WITH MANHOLE RING
FOR ACCESS
TOP OF EMBANKMENT ELEVATION = 29.0
I BOTTOM OF SOIL MIXTURE = 25.0
I
15lHDPE PIPE
INv. our=24.o
REFEt 10 GRADING
PLAN FOR OUTLET PIPE
TEMPORARY POOL ELEV. 28.0
DFP1H
VARIES BOTTOM OF SAND WIMUK/UNDERDRAN
WASHED SAND
6' DIAMETER PERFORATED
UNDERDRAIN PIPE
INV.=24.0 SEASONAL HIGH WATER TABLE = 22.0t
BIO-RETENTION CONTROL STRUCTURE#1
SLAB TOP WITH MANHOLE RING
FOR ACCESS
A TOP OF STRUCTURE ELEVATION = 30.8
25 YEAR STORM ELEVATION = 30.1
F-1
10 YEAR STORM ELEVATION = 30.21
TOP OF EMBANKMENT ELEVATION = 30.8
TEMPORARY POOL ELEV=29.8
BOTTOM OF SOIL MIXTURE = 26.8
I DEPTH
_ VAIBES BOTTOM OF SAND MIXfURE/UNDERDRAIN
15'HDPE PIPE WASHED SAND
6' DIAMETER PERFORATED
INV. OUT=25.8
UNDERDRAIN PIPE
INV.=25.8 SEASONAL HIGH WATER TABLE = 23.81
REFER TO GRADING
PLAN FOR OUTLET PIPE
BIO-RETENTION CONTROL STRUCTURE#2
op 0,
�a .0
c, .e rM wr
ARM
OUTLET CONTROL STRUCTURE #1- WEIRS
SCALE: N.T.S.
...., ..,,, vpT
I CLARITY
OUTLET CONTROL STRUCTURE#2 - WEIRS
SCALE: N.T.S.
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
919-459-2604 fx
[e-mail]
REVISIONS:
9105112 Revised per KDEM
review comments
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
6/29/12
JOB NUMBER:
004039
TM: STORMWATER
MANAGMENT
DETAILS
SHEET NUMBER:
C - t 0
am