SW5100101_APPROVED PLANS_20100416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW,��(�(�C/J/
DOC TYPE
❑CURRENT PERMIT
RP APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
.20G0� 4�/
YYYYMMDD

OTrPV
DEVELOPMENT DATA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: MUTUAL BOULEVARD
PRINCEVILLE. NORTH CAROLINA
EDGECOMBE COUNTY
TAX PARCEL/PROPERTY IDENTIFICATION # (PIN): 4738-61-1982, 4738-61--0998, 4738-62-2012
ZONING DISTRICT(S):
OVERLAY DISTRICT:
TOTAL SITE ACRES:
INSIDE TOWN LIMITS:
EXISTING USE:
PROPOSED BUILDING USE:
COMMERCIAL
NONE
1.325 AC
YES
SINGLE FAMILY RESIDENTIAL LOT
RETAIL SALES
PROPOSED TOTAL BUILDING AREA: 9,014 SF (7,195 SF SALES FLOOR)
MAX, BUILDING HEIGHT: 35 FT (ONE—STORY)
MIN LOT AREA: NONE
MIN LOT WIDTH: NONE
OFF—STREET PARKING:
TOTAL PROVIDED: 35
ACCESSIBLE SPACES PROVIDED: 2
BUILDING:
9,014 SF
0.21
AC
15,6%
OF
SITE
TOTAL IMPERVIOUS AREA:
36,539 SF
0.84
AC
63.3%
OF
SITE
OPEN SPACE:
21,178 SF 0.485 AC 36.7% OF SITE
o
aaa
jr:
211
so
PROPOSED
Dollar General Store
Mutual Boulevard
Princeville, North Carolina
Edgecombe County
TENANT & DEVELOPER
Dollar General Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
[phone]
[phone] FX
CIVIL ENGINEER
Triangle Site Design, PLLC
165 Trantham Trail
Clayton., NC 27527
[phone]
x
SITE
c�
o�
VICINITY MAP
NOT TO SCALE
INDEX TO SHEETS
SHEET #I
DESCRIPTION
CS
COVER SHEET
C -1
DEMOLITION PLAN
C -
SITE PLAN
C - 3 J
GRADING AND DRAINAGE PLAN
C--4
EROSION CONTROL PLAN
C - 5
UTILITY PLAN
C - 6
CONSTRUCTION DETAILS
C--7
CONSTRUCTION DETAILS
C __ 8
CONSTRUCTION DETAILS
C - 9
STORMWATER MANAGEMENT DETAILS
Approved
5tr) rnvaf:
by ti I s' n of Water Qualmy
Shept z c! �- ... �,�s �� Date. z
REVISIONS
, 2-15-10 REVISED PER NCDENR REVIEW & DG REVIEW
,Q 1-12-10 REVISED PER NCDENR REVIEW
NO. DATE DESCRIPTION
D(a)
Thh dOPocument, together with the concepts and
presented herein, as an instrument ofn�ices, is intended
far the
�#�,�tdesgns
only specific purpose
for it Reuse
s�`�(3G`�RD(and
client which was prepared.
of
and improper reliance on this document without
= $4`
written authorization and adaptation by Triangle
SEAL
Site Design, PLLC shall be without liability to
434 _
Tricn le Site Design, PLLC.
SHEET:
•, E.
C S
SEAL:
DATE:
DECEMBER 16, 2009
JOB NUMBER:
Y
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I NCGS MQNJ_M_ENT _P INQ
North CaroUna State F ne CoorNlnat a
{ EX. STORM INLET N(y)-783,187.289 4
{ TOP GRATE: 36.33 EWwa,434.830.317
I 15" INV OUT, 33.73 �
15' INV: 33.Q0
_ f .OAS ; DIST LIMITS Ex, BLDG
2
EX. STORM INLET 8
(IN DISREPAIR) { £ WIRE F NCE \
DEMOLITION LEGEND
BUILDINGS TO BE REMOVED
PAVEMENT TO BE REMOVED
UTILITIES TO BE REMOVED
MARSHA BAKER COLES
PIN: 4738-51 -9997
`` -- D8 007E, PG 206 X TREES TO BE REMOVED
'7wi A E. . "WILS
& wi AMY M. SON
PIN: 4 38-51=0-298_
BOT: 33.34 { /r �. / Nr3'18'47'iV 53' 1� D$ 1180, PG 739
401.
! RELOCATE
DISTURBED j j EXISTING \
1 / UTILITY LINE .-- '"""' �. �� \PXGLDG -. I
LIMITS / w,.. '`"`3S�. N.
�\ X. BLDG I
\ --
{ /
REMOVE
EXISTING
FENCE REMOVE �� a
'p EXISTING
BUILDINGS 1
Ir
Ave/ 1 \REMOVE
I RELOCATE EXISTING UTILITY POLE ` EXISTING POOL ♦ \ v -" " �-
COORDINATE WITH APPROPRIATE
UTILITY COMPANY r I ♦ /
EX. SS)WH
RIM:.37.03
8" INV IN:30.23
fit" INV IN.28.98
12' INV OUT:28.93
REMOVE I \ 38� '`
e \ EXISTING POOL } "` WEL
EQUIPMENT
TEX
POOL
OIO1 L EQUIP
N \ `
\
a
RELOCATE -36-
-,._. �..
REMOVE
WALL
I
------- REMOVE I
EXISTING HOUSE ram'
f
DISTURBED _L'
LIMITS 1
REMOVE I
SIDEWALK &
DRIVEWAY
r r
{
�j
{ yN EXISTING ` I I \ \
UTILITY LINE Q ! \�� COORDINATE WITH
IC I rM7. I SEP ~� ` v,1 \ �\�3 HEALTH DEPT. TO �,
A ao \ CAP EXISTING WELL �
REMOVE REMOVE ♦ \ �� ��`.3� I REMOVE
EXISTING EXISTING `W \ \ ••� \ WALL
I CURB UTILITY °R ♦ \ / \ �~ �\ RELOCATE EXISTING UTILITY
\ POLES Z COORDINATE WITH
I SYSTEM \ / � `\ POLE REMOVE EXISTING APPROPRIATE UTILITY COMPANY
� I
I I Ar.irf.1mrw'mrs.In 11 r mw' ■tr`w.-w ar ow"m �. \ \ \ s
TOWN OF\PR►NCEVILLE'--
j \ PIN: 4738\61-1982 \ \ ,
DISTURBED `\!3B 1315. AG 511 ` ` 76630 I REMOVE EXISTING
'ip
I WD LIMIT'S $a 1313. PG\773 \ l Z• \ "I
DB \ 541, PG 1668 � - 1 � � ` ~' � PAVEMENT � I
V
\ ` N` �w� ``a� EX. BLDG' CDIm I
I \ 1 1Ex WELq 8LDG. 1 1 GLENNIE M. MATTHEWSON It, et aI. �1 f
>< GLENNIE M. MATTt kWSON II, �p 1 PIN: 4738-62-2012 {
I� \ of DI. \ EX. BLDG � t I � � 4738-62--2138 cD cD
PIN: 4738---62---20� '' I B 1087, PG 19 1
DB 1087, PG 19s � {
4738-62-2138 \� �� ,� # ,� �� 1
�z` ♦ \ 47M--62-- l 049
ssco )
T'+r s2s 1 i'1I+ 2 9.36 -� .�"�' �"... -� ---�- �---- ....�.. �.... CD i
!j '�,��` �'�$� GEORGE HARRISON 1 % \ 4' �` �'�, O (b y
I PIN: 4738 62 2094 �• ,1 Ssc°
I ( D8 101, PG 577
{ A PRa'X­ZM*n OF PIPE
01 \ �\CD
EX. HOUSE
Ids`ID
I ` X. ST01
.. P. 37,
I 2" INV
3 O 6 � V
SSCO I 1
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Ex. Sral;
TBC: 37.
1 ..i 15' INN
4
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SURVEY NOTE:
{ { ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A
{ I LAND SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS, LLC
I IPROPERTY
#IS WHOLLY
LOCATED IN FLOODWAY ZONE *X* EFFECTIVE PER FEMA
DATE: NOVEMBER 3, 200�4.
FIRM 047 OOJ
1 {
r + DEMOLITION NOTES:
I I. THE SHALL FT VERIFY AND N
ON SITE �"�` ��Ta aEMOLIx�N. �A� �- EXISTING urlLrnEs
r 1 1 2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND
1 j SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND
{ I PAY FEES REQUIRED FOR DEMOLITION AND HAUL --OFT:' FROM THE
{ I { APPROPRIATE AUTHORITIES.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE
{ { { APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
{ { {{ 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND
i I { UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF
! 1 { 1 J DEMOLITION OR RELOCATION. CONTRACTOR $HALL COORDINATE WITH THE
I { rr OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A
( I { LAWFUL MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL
1 I { OTPU�ITED TO BOLLARDS, GAS METERSAIR CONDITIONING NITSNANCES LOCATED ON AND AROUND THE PROPERTY �StGNS�
{ { { CURBS, SIDEWALKS, ELECTRIC METERS, FENCING. ETC.
I { I 7. REMOVE AND DISPOSE OF ANY SIDEWALK. FENCES. STAIRS, WALLS,
REM VE I { FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH
I W I Ij ` REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
I 8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER,
1 j GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE
] �( REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
STOR INLET f g 9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE
o T$C. 37, < 1 APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT
ffffff { THE STREIET LINE OR MAIN, AS REQUIRED. OR AS OTHERWISE NOTED. ALL
SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL
INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE D(TEND OF
C { SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
I X. STO INLA 10. THE CONTRACTOR SHALL. ARRANGE FOR RESETTING OF CURB BOXES, VALVE
TB : 37.2j BOXES AND REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND
I { f POLES WITH THE APPROPRIATE UTILITY COMPANY.
1 f 11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE
{ PROTECTION PRIOR TO BEGINNING DEMOLITION WORK,
a { 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES
{ f TO REMAIN IN PLACE.
r I 13. THE CONMAC70R SWILL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY
iI DAMAGE TO EXISTING ROAD SURFACE. FINISH SURFACE TO BE REMOVED
AOR NEAT LISHEDESHALL BE WHEN RESCUT TORED. ALONG LINES OF JOINTS WHICH WILL PERMIT
+ 14. SAWCUT AT INTERFACE EXISTING PAVEMENT. OF PAVEMENT OR CURB TO REMAIN. SAWCUT
REMOVE ! rt EXISTING 15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION
CURBI \ SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF
THE CONTRACTOR.
1 16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND
REMO USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN
EXISTING SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER
SIDEI�1 ! / AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER
I ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
fX. S MH { I,� 17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR
?1M. 7.49 OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER
4 IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN
12" 1 V OU : 32.
r� { m I& ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE
`a j� REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
r C I i 19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL., GREASE TRAPS,
AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO
O C,/) j AN P HA14DUNG CCOOVEDNTRACTORLIN�STRICT ACCORDANCE WITHEA By AN Y LICENSED WASTE FEDERAL AND STATED
1 I REOUIREMENTS BEFORE CONSTRUCTION BEGINS.
b j1 1 20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL
C { DEMOLITION DEBRIS OFF OF THE SITE.
� { I
o�{gI
{ � I
j {
1 GRAPHIC SCALE
I 20 0 10 20 40 80
� ��
1
1 INCH 20 FEET
l
CAUTIONARY NOTE
fD THE LOCATIONS OF ALL EXISTING UNDERGROUND UTLHTIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR
1 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
I I 1D BE OTHER EXISTING UNDERGROUND UTILIES FOR WHICH NO ABOVE
j GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
j 1 PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
JUNCTI j 1
UT. 30. j
{ G
j 1EX. { ST M INLET
Tg Cf 3.51 asp UTILITY STATEMENT
INLET J THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
' SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
IT: 34. NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL
(0 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
i I THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE, THE SURVEYOR HAS NOT
j PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
I
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
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
oxs:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 12/16/09
JOB NUMBER: 004011
TITLE:
DEMOLITION PLAN
SHEET NUMBER:
COMM
-r ••, r - - - t - .-1--F , r 7- z rr ,
I 1 'lei
� I�3 _ . � { t; • � r , a 1 � tr q i r; I r 1 1 � f.1 a . � � 1 �. � �� ;�1ryA:`I' t ' ti �', ��1 r f ,�

TYSON
MARSHA BAKER COLES
PIN, 4738-51-906
QB 007E, PG
N G ... ,.�u�i3 a State Piave CoardFna'�Rs
AS
CaHo Holly pRQP05E0 FEATURES TO
OSMW ��
SHRUBS lCC ilex aama ���� E C.QI�TRP`CC°R SHALL PRDE BATH TRANS[TIONS FROM
10. 'RI T PAVEMENT WITH TACK COAT, IN A� �Ns
NEGE55AFiY• 2R SHALL SE41. � �.� NQ _ SPEgF'iCATLONS WHERE IiW
OF
ICI HIND j(/r THE
MOM ETC. 11 w jrfROAND
�� � L.INA 5EPARTIA �}R VSHAW ARM yV�� � E
NO tESQ SSAW�RIGApES-S1 4 fa" 0" A" EXIES"TI��EW• CL RECt7NSTRU AT NO Ai3Dfi0ttAl'
GEN SHAu Ptor , I° AS I a MANUALTHE r 1 uyr sliaapREPAIR� � o sc'P�u�Rs �( /�
1. �� ANfl A, pR, REFER y.T ARDS ANIA CON�N. 12w � �► TIC C R L L' AND tiNIFORM JOINT
f yA DEPARTMENT DETAILS OF TRAFFICROL CORNERS DURING �� E A C�URA6
LATEST Mom, IRON PINTS, AND P� PRIOR TO PAVING TO PROD
CARDU Eg[liOti. FOR 'TRUCK IiOGKS
(MllTCD), PROTECT ALL M�U gpJpGENT PROP' VM�PRQ FIELD
13. ALL PAVEl�+11ENT JOINTS SILL BE SAINL�IT FEt EXACT LOC$ L GA DIMENSIONS LOCATI S.
TO GRADE G�
2. THE CONTRACTORLiLA1 15 Nth A T µUST SE (TBTAMEO i:RDM ALA 14, CONiRAG'iR0.5, I 4tEIV To PRECISE�L.CXNG DIME S' AND EKE NUAL ON GLOM TRAFFIC
3w AppR� OF i ARRANT t �p`0 E DOORS, S1IAi.►- CONFORM GN SITID DA S Af1E 'iAKE11 fi�M TIP
PING, PAVEMENT MARKINGS' AND . ALLE�CED SLC�ti+1 MOUE ON GALVAWZED #'�'
CONDITIONS
IN gramm WITH INSPECTOR. PAINT STR1
. THE Rlt qT--OF-A RETR pprtITATION 9EFORE 1@- COS DEVICES" Olt AS OTHERWI` SPEClFIEDw ALL NEW SIGNS SHALL INATi+ ALL CURS AND ON UWrORM TKA> M tea` wiiA TLON5• DS A'T ALL ORIVE
& COORD TTLD�S ( MRIGATI -W � `CAROLINA DioAX€NIT 'MANUAL STATE AND LOCAL STANDARDS
NON-SfANDAIZO (IX. IAi Nth pTHERYiISE �• AND IN NGCIORDA E WITH ACCESSIBLE RAMPS PER LocAL, MUNICIPN.iTY AND ADA
5. R100-OF-WAY ENCRO ' OF CMgs OR � OF PAON EKI NG UTILT[LES DURINTHE
G
I T 3ATi0N. ACE °F THE STRI u 1s. � �'T0s A5 REQUIRED. ACTN�
AM IIEFER�ED TO THE ��OIDE F !~Rf1M A suff4v IS RESPO IS FOR THE ANY MOLrnW, GRQ1 PROPER
@. SITE t}t s s R R Ca} TO E}pSTLNG FFA3URES 17. THE CtiNiRAGTCIRA( L�'A5T 48 HOURS OpRIIHCE11111E FUHLIC UTILITIES
ALL l;;l#ILDING DIWIEt1 ` Cp Q I L1i1ES AM �I� 0014 RUGTI� IFFY THE TOWN F INC p�WT SITE •
SKALLY� OF ANY t#NAO'
N ER LL AR
7. 00T} I � LAND EDnLONOWNER/DOLLAR
C `•
s' sSURVEYO� T7�lI: � ��0 £L9pNa��� IDENTI�TLON OF �' NOTIFY OWN � GENERAL
PREP WCCH THE LATEST N5 FOR ROAD Atli CURRENT
PERFpRMED IN ACO FWD SPECLFICA E CCNpR�OR SHALL- MAiNnDARD pETAA1L5S THE is. pp"
ERAS ROLE. SULLDING AND All PALRItING N CLUDING UNOMRDOND LnILCTIES
@. ALL WORK S � �RTAT�N !SCAN AND OROI�• +�aFICAT'ION AW i BAN AR T RECORDS OF � �'� nm OF C66TR�OH
DEPARTM OF PRINCV %AN10ES, STANDARD .
N o A�LL�Am mc) LOCAL C� OF THE
Eomw0� T� T FOEREHM DL1RIf� E FIELD PRIOR TO THE CONS
A THE 14.
PROS SgALL VITRIFY ALL DIS IN TH �oly5 AND �- ATNE 1MMm'
g THE C�� RESpgNSi1 FOR All IIMS � pR 01 wow.
s
gET�PLANS AN FOR
�� PROC
rANTR aoR �L WNT
TO
THE CON i Wre �`' Pp.' NER�LI AR W� PRM �MPLED
AND STORM
I 24 HOURS
'CHE DISTRICT OFFICE OF MUST WED A LEAST 24
T�NSPORTATION (OCDO7)
PRIOR TO CONSTRUCTlo"• TRAFFIC CONTROL
ALLMN�N�UApL,OF UN pRMOTRAFFIC CONTROL
TRAFFIC MUST BE OF THE NCDOT
MUsT COMPLY WITH fl WITH THE CURRENT LION
DEVICES (M�CD)SPECIFiCATI�S•
STANDARDS AND HOURS THE Of
' ALL OF TRAFFIC ARE TQ 13E OPEN OUR
pM. MINilAi1M
TO 9:00 AM APLDtOM 4sC3O PM TIMES•
g:QO AI'A BE MAINTAINED AT ALL
I OF ONE 12-FWT �E SKILL � BE RDAOVEeD tiURING
1,c SOON AS PO�aSIDLE.
p,L,I. ROADWAY SrSIGNSTO S H REINSTALLED
CONSTRLON UIS To BE PARKED AS
TO THE RIGHT OWAY UNE AS POSSIBLE AND BE PROPERLY
DURING NON-WORKLNG HORS, EQUIPMENT
CLOSE F ER PREVENT ANIf EpUIPMENT OSSTRUCTIQN
� F3ARRICADED IN ORD �
WITHIN THE TRAVEL LAIC
CogMiCTORS DOING W(AK,AV+ pN THE JOB STATE SRE.F VitAY ARIr
TO HAVE A COPY OF THESE ARE WITHIN S' OF AN OPEN
WHEN PERSONNEL. AND/OR EQU1PsMKE T CLOSE THE OPEN TRAVEL
IE
TRAVEL LADE TRAFFIC
LANE AQLACENT TO � RK AMODS REA WORK IN AREA IS
pOOTROTECL�M By AND
ER OR GUA AIL-
TING R SHALL WA� �IN����E EOUSLYON BOTH
ON A
9UTTER THE C�0 TRAVEL SIDEB � AN OPEN
w Y iiOAiY.
i TWO-LANE.
E QN THE PROJECTPROJECTMUM LENGTH E CI-OSURE
THE MEASURED FROMHE BEGINNING OF THE MF�
BE ONE MILS±► END OF THE LANE &&SURE•
TAPER TO Tl�IE EDGE
k Bi4ClCFLI L AT 6:1 SL.OPE UPP TCEN�T AN
} Ty{E CONTRACTOR SOIL �NG PAVEMENT IN ARf.AS •
xs AND ELEVATION OF A DROP-OFF OF MORE THAN 3 `
rn OPENED �'�' LANE THAT HAS
WHEN
gArGICFILL 15 REQUIRED, IT SHALLOEAT NO EXPENSE To THE
OWNER.
ro pI�ERENCE IN ELEVATION BETWEEN OPEN
LAWES OF
THE MAXIMUM
GA� RAMP I PER TRAFFIC SHALL BE 2 . E NOT IN EFFECT, CHANNEUZIN�CEVICES
r FAND S WHEN LANE CLOSURES ARE GREATER AND SHALL
IN
WORK AREAS SHALL- BE SPACED NO IN RADII,
cv Pp� SPEED iaM1T' aLCEI� 1 N ON-CENTE SWAY.
X � c� g' OFF T}LE EDGE � ►� OPEN TRA
C CONTROL DEVICES. SIGNS -
PROPER PROPER TRAF IN ACCORDANCE VM
DURING INSTtL ,ro ENSURE PUBUG SAFETY RTATION'S
I ETC. BE INSTALLED ENT OF TRANSRO
THE NORTH CAROUNA DEPARTMI
2060 CURII & STANDARDS AND spi6h ATIONS Y RESTORED T© NCDOT
GUTTER PER NCDOT TO BE FULL
R�QULREM NTS M DISTURBED W yAREAS
� LDAROS.
HIP SMALL CONFORM TO 3HE NC[>dT
MATERIALS AND wORKMAS CiflCATIONS (LATEST EDITION)•
ROADWAY 5TANDAROS AND s
StlfIFACES s14OULD BE CL.-AN. DRY AND
YELLOW CURBING METAL SUR€'ACESF ' FREE
OAf HEA K���4004
AND B©L kARIDS f 2 COATS SHE EL SAFETY
PARKING LOT � W ALKYD Y3Q�
r 91: CL,f{W, DRY-
{ TopFCOAT 5HERWIN WILUAMS STRIPING -- MAR TRAFM MARKING PAINT YELL
OARKING LOT TMW5
� CLEAN, DRY•
SURFACES SHOUOATLD S4 INWIGS -PRO
KWOICAP _ T CiMARRAFM C'ALNT
FAF;to
LOT . BLUE
f
[ GRAPHIC SCALE
I
t
E NOTE:
� SEE DETAIL SHEET C-g
I � CONCRETE MONOLITHIC CURB/SIDEWALK - REPORT
CONCRETE PAVEMENT DESIGN 1 SHEET GE06TECHNICAL
2 SPECIFICATIONS -SEE SEE DETAILS SHEET C�-6
EXPANSLON AND CONTROL JOINT'S --
HALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT
ASP SEE DETAIL SH€ET C-6
ro SPEGI = STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
colic mum: n, PL C
Triangle Site Tra;l
165 Trantll27527
Clayton, NC
[phone]
SEAL:
0+
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GLANDON FOREST EQL"Ty' LLC
3900 Merton Drive
Suite 210 27609
Raleigh, N
919_459 -2600
919--459--2604 fx
~' ,� SEE DETAIL SHEET C-6
HANDICAP
PARKING SIGN
5 BOLLARD SEE DETAIL SHEET C-7
CONCRETE LIGHT POLE 84E FOR SIDEWALKS AROUND
CDCONCRETESIDEWALK - SEE t)ETAIL SHEET C--6
BUILDING. SEE
DUMP
LAYOUT- 6` HIGH WOOL ENCLOSURE WJGAT� -
DETAIL SHEET C-7
G CONCRETE WHEEL STOP, PINNED TO PAVEMENT -SEE
g.-p" LONG
'_6" FROM PACE OF CURB OR SIDEINALK-
�. DETAIL SHE C-6. LOCATE 2
PYLON SIGN (UNDER SEPARATE PERMIT)
1 T 4" WIDE PARKING STRIPE PAINTED WHITE GYP.) OwCw
WHITE � 2 FT.
12 4" WIDE DtiAGa�• STRIPES PAINTED SLOPE ! : t 2 (8.33%) (PER
HANDICAP RAMP � MAXIMUM "20 SHALL HAVE
CONCRETE S THAN SITE DETAIL SHEET
� 3 DETECTABLE WARNINGS AN() CONTRASTING COLOR.
C-6
1� NEW LANDSCAPE AREA
a ONCR CURB AND GUTTER - SEE DETAIL SHEET C-7
C
STOP SIGN - SEE DETAIL SHEET C-••7
16
[ii PAVEMENT MARKINGS - SEE DETAIL SHEET C-7
`.-' EOP &APPROACH
Ina PER LOCAL CODES
NEW CURS CUT, MATCH EXISTING
& SPECS,
CONCRETE FLjM€ - SEE DETAIL SHEEP C-
t9
PROPOSED PARKING COUNT
gEVlSfON3:
P&R NCDSNR R�
1-12-f0 ltSV1SED
2-15-10 R
P �
DG
Mf4
LAYOUT COORD:
11SL
pLpNNIliG YGR.
HEL
DRAl1a1G $Y:
12/18/09
DATE:
004011
10B NME�
'f!1'GL;
SITE PAN
sxm Nwaa.
co y

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'PRINC
North eaa_'PRINCE'
State p trite Coard,nQt�s
wx. STORM INLET ncY>-�sa.1872s9 MARSHA BAKER COLES GRADING I tt TOP GRATE: 36.33 EW=2,434,830.317 ,_ PIN: 4 738 - - 51-� 9 9 9 7
1 15" INv OUT: 33.73 LIMITS !
15" 11�tV: 33.Db i CLEANOUT '- - _ _• ` DB 007E, PG 206 . M
GRADE TO MAINTAIN T01 OF POND INN•-36.04 GRADE TO MAINTAIN _ 50 -12 HDPE®O.2X #
F �p� 6 , POSITIVE DRAINAGE =38 A Ex BLDG POSITIVE DRAINAGE 8" HDPE ROOF DRAIN LEADERS`- - ._, - - - - WATERTIGHT JOINTS i # w
s r $ga f 5 INN a ��.-- a CATCH BASIN
p s TOO CONNECT TO HEADER PIPE - I
.:dL_ -- =34.3 II VI 3& 46 ��r' SEXY M rLWaSON EX. STORM INLET # EJ� W Ir NCE a 39.8(TS} ,
(IN DISREPAIR) / 39.3(7P) PIN: 4 31-&1.998,
BOT. 33.34
t ?i
_` -� "..� -- � � "" ��r� Nt'J"18'47"W 407.5.3' ns 1180, PG 739 :4
PROPOSED 150 # m 8"DRIP~-
INV.IN=33.9 GRASS CHANNEL .. � f � #
�: I .1 I I � 393(TC) I I � � L�
REFER TO DETAIL BAFFLE-. �,' #
I? i.�,� ♦ .� .�� I 38.8(cT) 39.9(TC) # I #
(TYP)\-39.5{GR) , , - L , ,
FLARED END SECTION # ` ` - \ \ 39.5{GR} .! N' •: �" '~ 39� 1 39.3(G 40.0(TC} INV. a34.75
# V� 20"--12'HDPE®5.2X, \ \ ;;;'.:•'. 39.2(TC) +n 39.5(GT) `` 1
25"-15'RCPQ1.OX # (%� r ` ' _ WATERTIGHT JOINTS \ \ ♦ �"�� ` 38.7(GT)
` 4 1
FLARED END SECTION 210"-12"HDPEQ0.2X \ '"~ ' � _ -'� - I � # � � I �"
/ I INV.--35.0 c� 40.0{TS) ., . j
/ / \ `� n WATERTIGHT. JOINTS \ '..;�;s;' I STOR INLET I /
BMP OUTFALL -► r C. 3i.
REFER TO DETAIL SHEET # \ \ t.•... 1
REFER TODETAILv ' /' , "o FOR BMP STANDARDS
SHEET '�
a ;, .: 39.0(TP) DROP INLET I } CONSULTANT:
MATCH EXISTING ' .. FLARED END SECTION i � .. - #
CURB AND GUTTER C) # / / 1 ' j .. t" INV.m35,0 39' (�') ;l :. ;� NIV. 36.56 �. '� i x. STO INLEE Triangle Site Design, PLLC
39.5(GR) WP 40.0 1` yI II TB : 37.2�2 165 Trantham Trail
39.9(TS) 39.s(Ts) �39.8(TS) I i Clayton, NC 27527
TCH ISTING
`\` f / a ` // 4o.0(TS} 39.4(TP) 39.4�TP) 39.3{TP) t.. rd .t' w „r �; URB AID GUTTER [phone]
ail
_ter- _ a• _ a Ytt •• �•.�•,. •iS •i . • '"•••tip },7f.; .,i. a.f •A :} • ♦•' t• 1 f � I[1
40.0 TC) cn
r 1 . '. ♦ # # r c E 1 39.5(GT) ! SEAL.
x x �� .� ` �� ` 39 2(T) #
+..w.. .rrrr .,.�... 'L
�, + • `.. • ` \ ` ..r.r .w. ."" wr. ,.,.rM 39.2(G1 ,�t�tfl ";.Quo oQ�10
EX. SSMH
RIM:37.03 \ 1 ll -- -- _ _. \ � � --3 '� ♦ \ BREAKLIN E
8" INV IN:30.23 # 1 / - \ ��\_ i - = =
12" rNv IN:79.9L3 V # l 39.48 TP i ��� `�Z \ ♦ III # SEAL
12" INv OU7.28.93 - BREAKLINE / { } `.. 1 BREAKLINE i 1 ♦ ` .... / $� # 24434
"
# 1 L39.9{Tc} -. �� \ �� 1 '' /'" ��O1 ~
GRADING I ( / 39.4{GT} 3� ti \\ `��NV \ 39.7{TC) ` / 1.
LIMITS lw .��� \\ ( / { fx. S MN # 1�' `��lir , �,+,
E \ 3\� \ ---t ♦ # s w I #7IM: 7.49 �1
GRADING 2 i 1/ OU : 32.
\ 38 39.95(TC) LIMITS # tD
# d in ,r �.e•,.'r� ,w.ow- ,� 37 - - -- 39.45(GT)
STORMWATERMANAGEME90"-12"H PEQ1.2990 J ` +� w"r-.•w ],� r
EASEMENTNT AREA f �- TOWN OF'\PRINCEOLLE `` \ I 39.3(Tc), C i
\ y - - WATERTIG JOINTS r ♦ PIN:738♦61--1982
I CATCH BASIN \ 39.3(TC) \ 76.30 "W i 38.8(GT) 0 C
r \ D6 1315, RG 511 f
1 # 1 � MATCH EXISTING # INV� 36.16 0- r5 1, 73, G ?b88 _, .$(GT) ` -- 2.5 ` 211 SLOPE MATCH EXISTING
11I CUB AND GUTTER \ \ - �.. \ - , ` \ \ CURB AND GUTTER \
r 39.8(TC) '�"` 75--12'HDPEO0.2X \ ` ;A EX.
39.3(GT) WATERTIGHT JOINTS �Q \ �'� , Ex. BLDG # \
`1 06
X. WELL BLDG. , \ GLE'NNIE M. MATTHEWSON II, et al. , 41 O
r� � �` GLENNIE M, MATT4r WSON II, i, # 11 ,i \ PIN. 4738•-62 -2012 i I 1 �
NOTE' �.e: �"� \ et aI. Ex. BLDG w3� CAI BASIN 38 62 21 m1�
rr, RIM=38.4 4738-52-7045 /
BASED ON A SITE INVESTIGATION BY HAYWOOD � \ PIN: 4738-•62-20\I, DS 1087, PG 196
PMWN, PMUAN1 SOIL CONSULTING, THERE \ \ \ / \ INV.�36.3f j _ ` #
� �� 4 738 -� 62 - 2138
ARE NO WETLANDS OR STREAMS ON THE \ ♦ #
PROPOSED SITE. ♦ ♦ 4 7A38 - 62 -1049 \ / #00
DB 110\8\71 PG 196IN, ♦ /�� // 1 �36_ ,� �P'aW s0
♦ __._ t
t #
LEGEND; 29 9 --- -..� --�.- ---- `-� -- ....._ _......� .._. �,... f
TC.......... TOP OF CURB
GT.......... GUTTER FLOW LINE ♦ \ \ / .
TP..........TOP OF PAVEMENT 1 - \ ` �3 I IN �_ , \ \
I s GEORGE HARRISON i / �� 0 i
TS.......... TOP OF SIDEWALK # / ` SSCO
TW.......... TOP OF WALL I PIN: 4 73S - 62 - 2094 � � �
T(/
BIN.......... BOTMMI OF WALL # { DB 101, PG 577
CS .......... CATCH BASIN
GI ............ GRATE INLET I A PROF
i=ES..........FLARIzp END SECTION
YI
GR..........YARD INLET # GROUND I
OWNER DEVELOPER'.
-- . ..........FLOW DIRECTION ARROW # I W
fir. HOUSE Nw` � ��"��\ \ I 1 1 900 DON MertonREST Drive EQUITY, LLC
# H f wq\ A`O..♦ # i Suite 210
9 9e 459 2600 7609
# ♦ # # j 919-459-2604 fx
x. SrOR JUNCrI [ �
I FLOW LoNG, I
`� ` � OP: 37.
DITCH 1O W 8 W SS CHANNEL WING # 2" !NV 13 r.32 #
i,7dA w SmLE a G 1. C�5 TEMP SEW NG WY/ #
H CWWNa 2-M 1.0 1.0 7.0 .fi! TAC MUL01 36" INV UT. 30, f
20 0 10 20
0 # W
ssco
REVISIONS:
GRASS
CHANNEL
# # j
,' -,
1-12-10 �srD PER MENR �
_ ^
���
1EX. ST M INLET
2-15-10 REVISED PER NCDENR REMW
1 m FEET TBc 3 .51
-' --•--- !
>
>~-
EX.
.� . _ .� _1 -- --- -- - , �ao7- 3401 3B" INN. 30. r6
CHAIN LINK FENCE r� EX. STO M INLET -I�
��
& DG REVIEW
GRADING NOTES:
14.
EXISTING GRADES. CONTOURS. UTUITiE5 AND OTHER EXISTING FEATURES FROM SURVEY BY NEWCOMB LAND
SU'�-
`~
8� V,
1.
REFER TO THE SITE PLAN FOR RELATED NOTES.
15.
THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATDING NECESSARY TO CONSTRUCT THE
DRAINAGE NOTES:
5.
.� 18C.INV 11T: .34. 1'
ALL PIPES SHALL BE LAID ON STPAIGHT ALIGNMENTS AND EVEN GRADES USING. A PIPE LASER OR OTHER
LAYOUT COORD: AEI+
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. PROJECT AS SHOWN ON THE PLANS. 1. A MINIMUM GRADE OF 0.50 X SHALL BE MAINTAINED ON ALL PIPES. UNLESS OTHERWISE LACTEAL ACCURATE METHOD.
3.
ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
1$'
IMPLEMENTATION
THE CONTRACTOR IS RESPONSIBLE FOR THE AND NG
OF ALL SHEETING.
2. PIPE LENGTHS AND SLOPES ROCATED ON THE PLANS ARE APPROXIMATE ONLY.
6.
STORM PIPE SHALL 13E AS FOLLOW UNLESS OTHERWISE NOTED:
PLANNING MGR. MEL
AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET STATE, AND LOCAL REGULATIONS RSUANT
CONTRACTOR PRIOR TO GROUND BREAKING. TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO 3. UNDERGROUND UMITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TYPE 1: RCP, CLASS UI PER ASTM C-76, WITH FLEXIBLE PLASTIC BTNMEN GASKETS AT JOINTS.
4.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WATT FOR INSTRUCTION PRIOR TO PROCEEDING.
RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
TO OTHER APPLICABLE CRITERIA;TYPE
2: HIGH DENSITY POLYETHYLENE PIPE (HOP)- AASHTO OESIGNATION M252 TYPE S. M294 TYPE S AND
17.
THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND OIMENS*NS
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
MP7-97 TYPE S. SMOOTH INTERIOR/ANNULAR EXTERIOR, ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON
DRAINING BY: MEL
S.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR
OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS. AND EXACT BUILDING VnuTY ENTRANCE LOCATIONS.
B, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES
THE CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURERS
INSTALLATION GUIDELINES. PIPE JOINTS AND FIRINGS SHALL BE WATERTIGHT.
8.
DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
t8.
ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS. PAVEMENT AND UIIrm STRUCTURES, TOPSOIL, AND ANY
OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT' ADVERSELY AFFECT FLOWING
7.
ALL STORM DRAINAGE WITHIN THE PUBIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS
DATE: 12/16/09
JOB NUMBER: 004011
OTHERWISE NOTED.
7. LIMITS OF CLEAR#NG SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, STREAMS OR OFF -SITE PROPERTY.
OR OTHER GRADING REQUIREMENTS.
19.
ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALJRED GEOTECHNICAL REPRESENTATIVE TO DETERMINE
WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABLE MATERIAL SHALL BE REMOVED. BACKFILLEO
D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALLINM BE PROPERLY COMPACTED IN ORDER TO MIZE
8.
DUSTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS FADED, AND EXISTING PIPES TO BE
CLEANED OUT TO REMOVE SILT AFIO DEBRIS.
8.
THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS
AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
EROSION AND PROMOTE STABILWTION.
TM:
INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
20.
ALL CUT OR FILL SLOPES SHALL 1# UNLESS OR FLATTER UNLEOTHERWISE NOTED OR DEPICTED.
E. Li£STABAI.LZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL
9•
IF ANY EXISTING STRUCTURES To REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
RESPOCONDTONS NSIBILITYTO AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING
GRADING AND
REGULATIONS.
BETTREPAIR ER.
9.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
DRAINAGE INLETS OR SHEET OVERLAND.
21.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS do CONDITIONS AS OUTUNED IN THE GENERAL N.P.O.E.S PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIIED WITH.
10.
STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE
DRAINAGE PLAN
PAVEMENT AREAS TO NEW OR EXISTING
CONNECTION AT STRUCTURE IS
10.
ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, DI SUBJECT TO A FINE.
22.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND
GRATES, ETC. SHALL MINT THE REQUIREMENTS 4F THE LATEST EDITION OF
4. CATCH BASINS, MANHOLES, DEPARFWAIETMENT
NOKFH DEPARTiENT OF TRANSPORTATION STANDARD DNiAYI+IIVGS. REFERENCE THE FOLLOWING
WALL
ATERTIGHT,
CONTINUOUS GRADE.
STHE
TANDARD DETAILS,NA
11.
PRECAST STRUCTURES MAYS USED AT CONTRACTORS OPTION.
SHE ' NUMBER:
11.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
12.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
IT
23.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
ALL
$40.02 - CONCRETE CATCH BASIN
840.03 - FRAME, GRATES, AND HOOD FOR CATCH BASINS
12.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL TUNE TRAFFIC
BEARING RNG * COVERS. MANHOLES IN UNPAVED AREAS SWILL eE 8" ABOVE FINISH GRADE. LIDS SHALL Be
'STORM
EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES
24.
UNSURFACED AREAS DiSTRURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR
840.04 - CONCRETE OPEN THROAT CATCH BASIN
LAMA SEWER'.
13.
ALL GRADED SLOPES ARE TO SEEDED OR UWDSCAPED WITHIN 15 DAYS OF COMPLETION OF WADING. ALL
SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
$40.14 - CONCRETE DROP INLET
0$ .18 - DROP INLET FRAME AND GRATES
13.
STRUCTURE TOP ELEVATIONS SHOWN WERE ARE APPROXIMATE, CONTRACTOR SHALL, ADJUST AS NECESSARY.
REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
25.
CONSTRUCTION SWILL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
840.31 - CONCRETE JUNCIiON BOX
COMMENTS:
840.36 -TRAFFIC BFE ARIA& GRATED DROP INLET 14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE.
W 45 - PRECAST DRAWAGE STRUCTURE
840.52 - PRECAST MANHOLE
fLTA.An - pacrACT r!n%vDCTC

PAVEMENT GENERAL NOTES:
1. PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SITE GEOTECHNICAL REPORT, ALL PAVEMENT
MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD AND SPECIFICATIONS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO
PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS
MUST BE
SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 33QR
GUIDE
OR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
Q.
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Ld
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F--
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Li..I
Lj
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STANDARD DUTY ASPHALT DETAIL
SCALE: NOT TO SCALE
HEAVY DUTY ASPHALT DETAIL
SCALE: NOT TO SCALE
STANDARD DUTY CONCRETE DETAIL
SCALE. NOT TO SCALE
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
1 PAVEMENT DETAILS
C-B NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE NOTES:
1. ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)
BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE)
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (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 ACCESSIBLE PARKING SPACE.
6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. (MUTCD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF ALIGNED
WITHIN 12" OF CENTER OF PARKING SPACE.
1'-0"
2" ASPHALT WEARING COURSE
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
1-1/2" ASPHALT WEARING COURSE
1-1/2" ASPHALT BINDER COURSE
8" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
5" 3,000 PSI CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
6" 3,000 PSI REINFORCED CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
P;11[f N
OKY `�
%,
U ' °a ataFs I iQ
STANDARD
PARKING SPACE
STRIPING
ACCESS
STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
SAWCUT JOINT - FILL
WITH SELF LEVELING
ELASTOMERIC SEALANT
NOTE: SEE SPECIFICATIONS FOR
SPACING REQUIREMENTS
TYPICAL I,;,Q TN ROL JQiNT
t 3/8"
�•I
PROVIDE ADDITIONAL SIGNAGE :
BELOW THE HANDICAPPED SIGN AS N
REQUIRED PER REGULATIONS. :
N .'
z 6" DIAMETER BOLLARD N 71
.� BOLT SIGNS TO GALVANIZED METAL GREENSTREAK PAVING CAP SEAL
�I o PIPE COLUMN. PROFILE #610 - SEE SPECIFICATIONS
n CONCRETE BOLLARD FOR ADDITIONAL INFORMATION.
PAINTED YELLOW
ACONCRETE ROUND PIPE SURROUND
O COLUMN
NPICAL EXPANSION JOINT
J :n f I
1'-6"
MIN.
2 HANDICAP PARKING SIGN DETAIL
—6 NOT TO SCALE
WITH H.C.
PARKING SIGN
F1:10 MAX
SLOPE
1
1:10 II
--SLOPE
-BOLLARD
WITH H.C.
PARKING S
• CANOPY REMOVED FOR CLARITY
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
s90,�,��
SITE ACCESSIBIITY DETAIL_ NOTES:
1. REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND RAMPS.
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING 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 REQUIRED TO BE VAN ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES SHALL HAVE COLORED TOOLED/SERRATED SUP RESISTAND SURFACING
AND/OR TACTILE WARNING DEVICE PER ADA STANDARDS AND LOCAL ACCESSASILITY CODE.
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO LIGHT) WITH ADJOINING
CONCRETE SURFACES (MINIMUM 70% COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBILE RAMPS SHALL BE AN INTEGRAL (PERMANENT) PART OF
THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF.
7. FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION,
fH.C./ SHOPPING CART RAMP TO E
cENTERED ABOUT THE FRONT 000 .
BOLLARD
HAN:
PARKING SIGI
REAL
PAINTEDBOL YE
r4'*
HANDICAP PARKING DETAIL
C-6 NOT TO SCALE
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
AND CODE REQUIREMENTS
1:1 D MAX. SLOPE PAINTED YELLOW
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4" PAINTED STRIPES -- HC BLUE
COLOR ® 24" O.C. AT 45 DEGREES.
4" PARKING SPACE STRIPE.
BLUE COLOR.
STANDARD HANDICAP PARKING
SYMBOL PAINTED ON PAVEMENT.
BLUE COLOR.
ALL HANDICAPPED RAMP AND ACCESS AISLES
SHALL MEET ALL CODES AND ADAAG
REGULATIONS.
5 CONCRETE JOINTS
C-6 NOT TO SCALE
6'-0"
CONTRACTOR TO
COORDINATE EXACT
REBAR HOLE SIZES
AND LOCATIONS
WITH WHEEL STOP
MANUFACTURER.
3/4" - 1" DIA. HOLE
18" #3 REBAR. FILL HOLE WITH SLURRY
MIX OF NON -SHRINK GROUT AFTER
REBAR INSTALLATION.
fi WHEEL STOP
NOT TO SCALE
SEALANT
6X6 - 10/10 WWF -
4" CONC. SIDEWALK
COMPACTED SUBGRADE
(REFER TO GEOTECHNICAL
REPORT)
#4 CONTINUOUS STEEL—
REBAR (TOP AND BOTTOM)
TO FACE OF CURB 0 SIDEWALK
TO FACE OF BUILDING
8
rASPHALT PAVEMENT
1" RAD
ASPHALT PAVEMENT
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWALK
9'-0" (MIN) WIDE
TURN -DOWN STYLE
CONCRETE SIDEWALK IN
FRONT OF BUILDING -
SLOPE AWAY FROM
BUILDING.
� •mot ..�`'.rY
g SIDEWALK DETAIL
�-6NOT TO SCALE
4SPHALT PAVEMENT
COMPACTED STONE
BASE
COMPACTED SUB BASE
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
(919)553--6570
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919-459-2604 ix
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
12/16/09
JOB NUMBER:
004011
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-6
COW":
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s I�r 1 . 'I '"!. 1' is V 1 L :'V i. V�1. 11^/^b •. ��•. 4Flr. •:. 2F', it lr flMT`.
J-
1�'r

roap
s'lv v
A
B
6" DIA.
STL. CONC.
FILLED
GATE POST
L 2" x 2" x 1/4"
FRAME AND CROSS
BRACE
1x6" TREATED
GATE HINGE
18'-DR
FENCING
BOLLARDS BOLLARDS
♦d
a '
-
•
• a
e
'S' DIA„`-STL.•-tOAIC.'
:. x
A
;• d FILLED GATE POST'.
=
"• r
44
♦ b
QOUBLE_ DUMPSTER
LAYOUT
- DETAIL
A
B
2" x 4" HORIZONTAL BEAM
4 x4" END POST
DUMPSTER GATE
CONCRETE PAD (HEAVY
DUTY CONCRETE)
ENCASE EACH POST
IN CONCRETE
1. ALL LUMBER TO BE PRESSURE TREATED. �cnv� unr Oc I rrCCN
2. WOOD FENCE TO BE PAINTED OR STAINED TO MATCH BUILDING. FENCE AND CONCRETE
18'-0"
1"
2 1 /4" (TYP) �.�
2x4 CROSS BRACE (TYP)
co
L
HANDLE
\-1 /2" STEEL
DROP BARS
1 " DIA. PVC
SLEEVES 6" L01
1 DOUBLE DUMPSTER DETAILS
�-7NOT TO SCALE
—STEEL HINGE
2x4 TREATED WD.
DOOR FRAMING /
BRACING AS SHOWN
6" DIA. STL, CONC.
FILLED GATE POST
GATE HINGES
ANCHORED TO POST
AND FASTENED TO
DOOR BRACE,
6" DIA STL. CEO"
CONC. FILLED
GATE POST
3GA
CORNI
BACKFILL TO TOP OF
wR
ASPHALT
PARKING LOT
R
LJ
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28. CONFIRM WITH GEOGRAPHICAL LOCATION OF THIS
PARTICULAR PROJECT.
2 CURB/GUTTER DETAIL
C-7 NOT TO SCALE
SETm.
BOLLARD INTO CONCRETE FOOTER AS SHOWN, POUR
CONCRETE SIDEWALK TO BOLLARD.
CONCRETE WASH DOME — PROVIDE SMOOTH,
ROUND SURFACE
4" PIPE — CONCRETE FILLED. REFER TO r
PLANS FOR SIZE AND LOCATION. PAINT
OSHA SAFETY YELLOW. o
SLOPE SURFACE AWAY FROM PIPE TO 1/2"
PRE —MOLDED EXPANSION JOINT (TYP.)
ASHPHALT (OR) CONC. PAVING—_-
•��'
I
'
e
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
�o
1'--4"
(3� TYPICAL BOLLARD
DETAIL
C —'7 / NOT TO SCALE
CHAIN LINK FENCE AND GATE DETAIL
NOT TO SCALE
S'—n" uAy
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
BE APPLIED ACCORDING TO REQUIREMENIS
AS OUTLINED IN SECTION 313 OF THE
MAbIU& ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STRESS AND,..Jjt9HWAYS 4
2. THESE: WORDS AND ARROWS ARE TO BO
FAINTED REFLECTIVE WHITE.
4 PAVEMENT MARKINGS
�C-7lllllll NOT TO SCALE
lie
6"
3'-0"
6'
3"
�j�l
•�: �
•'.• '
lid
. ,
.. .�
7/!1
... •..'•.
:'' :Q`'' ..
Ifs'
COMPACTED SUBGRADE '
*NOTE: 1. ALL CONCRETE TO BE 3,600 PSI IN 28 DAYS.
5 CONCRETE FLUME
C — 7 NOT TO SCALE
1-1 REFLECTIVE ALUMINIUM
5 STOP SIGN DETAIL
�-7NOT T4 SCALE
"U" CHANNEL POST
BLACK
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
SEAL:
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ED
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27509
919--459-2600
919-459-2604 fx
REVISIONS:
1--12-10 REVISED PER NCDENR REVIEi►
2--15-10 REVISED PER NCDENR REVISF
& DIG REYIEiY
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 12/16/09
JOB NUMBER: 004011
THU:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-7
A + T-r .{_ I I i,':.; T-sT'! •r: j'i,r-�.j_�/ .�.'3��'.�._.' T'.{���L� y'•u'

rnap7,a/�/7-� Id-c.-IDolol
MAINTEK MCF 3
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER O GLASS 1 RIP RAP (SEE SF GTIQN THRU BASIN
EACH SIGNIFICANT (1/2' GREATER) RAINFALL EVENT AND REPAIR�\ \ /BLOW)
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT \`
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT TM7 IS IN THE DESNATEDAREA AND REPLACE THE CONTAMIN ITEED PART OF THHE GRAVEL F� ACINNG. F[`
w�1ill/�_
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP -RAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. ` 1 -RIP RAP HEADWALL
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED. REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TD BLEND WITH THE ADJOINING AREAS �COVER.� �j
AND � PERMANENT GROUND �i ::: s5 WASHED STONE. 1'-0" THICK x 3'-00
� /I/llll11111111 ! / GH M MARLIN
�� / noRACE AREA -•
1 PERSPECTIVE VIEW
AREAS TO BE DISTURBED SEDIMENT STORAGE NO SCALE
(CUT. FILL. ETC.) FLOOD STORAGE ZONE RIP �W�AI_l.
1t
PIPE
` FLOW r INVERT NATURAL GROUND
C 3'
\� 1.5 FLOW-----�
CLASS 1 RIP --RAP
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT) #5 WASHED STONE
HORSESHOE INLET PROTECTION Y-
NOT TO SCALE
NOTE:
USE DOZER TRACKS TO CEATE
g SLOPE TRACKING DETAIL PERPENDICULAR TO THE SLOPE. GROOVES
C-8 NOT TO SCALE GROOVES
RAINFALL WILL
DECREASE II.RzeR,
SEDIMENT IN RUNOFF.
TYPICAL SLOPE ARMOR - RIP -RAP
1F'T 1FT
8" CLASS 1 RIP --RAP
. r.w, •w
NORTH AMERICAN GREEN
C125BN OR EQUIVALENT
SECTION
FILTER FABRI
mabillmom
INSPECT ROCK PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP -RAP DISPLACED FROM
THE ROCK PROTECTION MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED. REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS
AND PROVIDE PERMANENT GROUND COVER.
CLASS 1 RIP -RAP
HOG WIRE
(OPTIONAL)
GENERA!_ NOTES:
1. A STABILIZED PAD OF CRUSHM STONE SMALL BE LOCATED WHERE TRAFFIC
WALL BE ENTERING OR LEAWNG A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TD BE 2'-r COARSE AGGREGATE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 'WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS C ON0171ONS DEMAND AND REPAIR ANO/OR C.YE'ANOUT 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 REQUIRED, IT SHALL OE DONE ON AN AREA STABILIZED WITH CRUSHED STONE V*#CH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6 FILTER FABRIC SHALL BE MIRAR 'SOD OR EQUAL
6 ENTRANCE SHALL 8E A MINIMUM OF 21Y IN WIDTH OR THE WDTH OF THE EXIT. WHICHEVER IS GREATER.
190- MIN,
t PUBLIC STREET
21 SOIL STABILIZATION FABRIC-2-
ao T UNDER STONE
C}
ca
m
0.
4 CONSTRUCTION ENTRANCE it
C - 8 NOT TO SCALE
6'-0" MAX ON CENTER IF HOG WIRE BACKING IS NOT USED �
$ -0 MAX ON CENTER IS HOG WIRE BACKING IS USED 1• USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
i #a arx awn rucvro w •otAe nc CONCENNTRAIED FLOW.
EEDED TO PROVIDE STORAGE
rO REMOVE PRESSURE ON
D!
„'i'• •!a ate'-�•:�i'. w*.rig - i.IIG .�+, r,r �
•r . i .�y •fir, �,i� r •' • r .•l�� ��, .%sue
r ter .ri �r. r'• '•t�•
...•,m�
., WWILIRA IN
SEDIMENT -' I
BOTTOM OF
SEDIMENT
BASIN TEMPORARY INLET PROTECTION
C-8 NOT TO SCALE
0
1 p SLOPE ARMOR - RIP RAP
�_8
NOT TO SCALE
�5
1. INLET MWNTENANCE SHAM. BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SK4LL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN 517E 4 STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6, FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
GRATE
" REBAR FOR BAG
1EMOVAL FROM INLET
FILTER BAC
DUMP LOOP!
CATCH
11 CATCH BASIN INLET PROTECTION
'--8 J NOT TO SCALE
INSTALLATION
DEFLECTOR
)UTLET
HUB END ON OUTLET
END SECTIONS.
END ON INLET END
SECTIONS.
x _,
:TIONAL)
FABRIC
SLOPE
ANCHOR
WIRE FENCE AND
IC BURIED 8"
AND 4" HORIZONTALLY
D TRENCH
JiLG Vital
FAoNfr
BURY WIRE FENCE AND HARDWARE CLOTH BOTTOM OF WIRE FENCE AND
STEEL FENCE BURY WIRE FENCE, FILTER FABRIC BURIED 8'
POST FILTER FABRIC, VERTICALLY AND 4'
SET MAX 2' AND HARDWARE SECTION _YILW HORIZONTALLY IN EXCAVATED
APART CLOTH IN TRENCH TRENCH
MIN. 18" INTO MAINTENANCE NOTIE&
SOLID
GROUND I. FILTER OUTLETS SHAD. BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
3 SILT FENCE OUTLET H18 AGENT P, D RAINFALLLL.YANYREPAIRS i SRAINFALL HALL BE MADE °IA`'`MEDI TTELY.
SEEDING SCHEDULE C-8 NOT TO SCALE 2. THE R DSMAiL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
MIXTURE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
AGRICULTURE LIMffSTONiE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
FERTILIZER: 1.01DO LBS/ACRE - 10-10-10 GRADE, PREPARED AND SEEDED.
SUPERPHOSPHATE: 500 LBS/ACRE - 2QR ANALYSISE$:
MULCH: 2 TONS/ACRE -- SMAL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR 8MP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
SEEDING SPECIFICATIONSISCHEDULE 3. DDICT ITCH SHALL BE WHEN DAMAGED BY EQUIPMENT OR COVERED BY
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING. MULCH WITH TAC,
AND/OR EROSION CONTROL NETTING.
{ FOR rySHOULDERS, SIDE DITCHES, SLOPES MAX 3.1
_ -
DATE
TYPE
PLANTING RATE
AUG 15-NOV 1
TALL FESCUE
300 LBSIACRE
NOV 1-MAR 1
TALL FESCUE & ABRUZZJ RYE
300 LBSIACRE
MAR 1-APR 15
TALL FESCUE
300 LBSIACRE
APR 15-JUN 30
HULLED COMMON BERMUDAGRASS
25 LBSIACRE
125 LBS/ACRE (TALL FESCUE; 35
JUL 1-AUG 15
TALL FESCUE & BROWNTOP MILLET
LBSIACRE (BROWNTOP MILLET); 30
OR SORGHUM-SUDAN HYBRIDS
LBS/ACRE (SORGHUM-SUDAN
HYBRIDS)
;FOR SHOULDERS SIDE DITCHES, SLOPES MAX 3:1
DATE
TYPE
PLANTING RATE
SERICEA LESPEDEZA (SCARIFIED) &
MAR 1-JUN 1
USE THE FOLLOWING
50 LBSIACRE (SERICEA LESPEDEZA)
COMBINATIONS:
MAR 1-APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1-JUN 30
OR ADD WEEPING LOVE GRASS
10 LBSIACRE
MAR 1-JUN 30
OR ADD JULLED COMMON
25 LBSIACRE
BERMUDAGRASS
120 LBS/ACRE (TALL FESCUE); 35
JUN 1-SEPT 1
TALL FESCUE & BROWNTOP MILLET
LBSIACRE (BROWNTOP MILLET); 30
OR SORGHUM-SUDAN HYBRIDS
LBSIACRE (SORGHUM-SUDAN
HYBRIDS)
SEPT 1-MAR 1
SERICEA LESPEDEZA (UNHULLED-
70 LBSIACRE (SERICEA LESPEDEZA);
UNSCARAFIED) & TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
NOV 1-MAR 1
ADD ABRUZZI RYE
25 LBS/ACRE
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCH BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
1/2-INCH OPENING OVER ALL BLOCK OPENING TO HOLD GRAVEL IN
PLACE.
3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN DIAMETER, PLACED 2
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER
AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
MAINTENANCE SREQ0QjjQU
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED,
"i►�M'i01
NOTE TO CONTRACTOR
REFER TO EROSION CONTROL PLAN SHEETS FOR
SPECIFIC RIP RAP APRON DIMENSIONS AND SIZE
REQUIREMENTS.
I
Rr'
+err /��•
STEEL BACK ROD-/ it!
r r
WASHED STONE
PLAN mw� L
NOTES
RIPRAP 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 (FLUSH) 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 OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL.
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95X 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.
7 RIP -RAP APRON
C-8 NOT TO SCALE
SUPPORT POST
TO 0 24' INTRO BOTTOM
PREVENT SAGGING OR SIDE
I / �
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
DESIGN SETTLED
WASTE MATERIAL --COMPACT
SEED de MULCH AFTER --{2' MIN
I CONSTRUCTION OF DITCH I
VAR.'
2' - 10' S .� ':: 12"
t I 1 O.VAR."
CROSS SEcripmL_Am
2 TEMPORARY DIVERSION DITCH
C-8 NOT TO SCALE
SEEDBED PREPARATION:
1. CHISEL COMPACTED AWAS AND SPREAD TOPSOIL. MOM INCHES DEEP OVER ADVERSE SOIL
CON DIT W4 IF AYMAO18.
2. RIP TIIE ENTIRE ARIA TO SIX INCITES DEEP.
3. REMOVE ALL LOOSE ROCK. ROOTS AND OTHER OBSTRUCTION% LE"M SUT;I:AICE
REASONABLY SMOOTH AND UN IFOML
4. APPLY AGRICULTURAL LSE, FERIRIZfRr AND SIJPERPH05PMM UNIFORMLY AND MIX WITH
SOIL (SW SEEDING MDLTURQ
5. CONTIWE TILLAGE WM A WELL-PW.VETIiED, FIRM, RF.IASMfiE LY UNIFORM SEEDBED IS
PREPARED FOUR TD SIX WOO DEER
6. SM ON A FRESHLY PREPARED SEEDBED AND COVER S® LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IAIMEDICTE1,Y AFTER SEEDNG AND ANCHOR MUI1* .
8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAI $ OR RESEEDOM WITHIN THE
PLANTING SEASON. F POSSIBLE IF STAND SHOk" BE MORE TILED On WIAAIGED,
RE-ESTABUTSH FOLLOWING TFIE ORIOIWIL LIMNL FtRTNJZER AND SWIG !ICIER.
9. OONSULT SIIEC EINIRDNM NTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIMTION
AFTER PO MANENT COVER B ESTABLISHED.
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND
RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HIS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE
GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
WIRE CHECK THE STRUCTURE FOR WAIAGE FROM EROSION OR PIPING, PERIODICALLY CHECK
THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE
LOW POINT OF THE EMBANHCMENT. IMMMED14TELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANIFNTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
A JOINING AREAS AND STABILIZE PROPERLY.
12' MIN OF NCCOT #5 OR
#57 WASHED STONE
R - TI N
�,:
�a-tea_
FILTER FABRIC
OVERFILL 8' FOR
..- 1 V M194. \,-,-, EMERGENCY
..... �..r
BY-PASS 6'
BELOW SETTLED
' 70P OF DAM
2' TO 3.5
NATURAL GROUND
NOTES:
FILTER FABRIC X-7' MIN.
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
am +A�
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE,
3. PROVIDE 3 BAFFLES USE TWO IF LESS THAN 20 FEET IM LENGTH). PROVIDE
5 BAFFLES FOR AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G COIR EROSKMI BLANKET. GEMS& NOTES,
6 INSPECT BAFFLES ORRRREPA R ONINCHES
E AEWEEK AND LOWER AFTETHE
E4CHPRAINIFALL s
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
THE POOL AREA SHALL BE CLEARED.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATO N AS WELL
AS OVERSIZED STONES, ROCKS ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED, SPILLWAYS SHOULD NOT BE
_
CONSTRUCTED THROUGH FILL SECTIONS.
- --
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
! -
TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPO!M IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
- - - - - - -
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE As NECESSARY.
_
CONSTRUCTION OPERATION SHALL IE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLITTER.
�,
STORAGE AREA LS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND 14AY BE CONSTRUCTED IN ANY SHAPE
sk
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
FILTER AND THE MAN FLOW OF WATER AND SEDIMENT ARE ON OPPOSf[E ENDS ON THE: LONGER BASIN DIMENSIONS.
REOUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE IS 360E CUBIC
FEET OF STORAGE PER ACRE OF DMA{ RA£ ARM
NET ZONE 1st C/RI 2nd Cog OUTLET ZONE
257E of basin 25% of basin 15X of
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
35% of
basin surface area surface WOO OW10Ce area basin surface area
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (211) THE BASIN WIDTH, TO ALLOW FOR SETTLING,
BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
PLAN
CLEAN OUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL
BE MARKED SHOWING THE HALF FULL. CLEAN OUT POINT. OF THE BASIN.
SAFETY FENCING S HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASNS.
FENCE AND FABRIC
BURIED IN N
FOR DESIGN OF RISER TYPE SEDIMENT BASINS. REFER TO THE NORTH CAROUNA DEPARTMENT OF ENIARONMEHT,
STEEL
POST HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT VOLUME STORED REOUCES THE TOTAL 9ASI+1 STORAGE
(6. ED C
VOLUME TO ONE-HALF THE ORIGINAL CAPACITY. REMOVED SEDIMENT SHALL BE DEPC1SMED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
BA
I
COMPACTED
I
THE BASIN SMALL BE INSPECTED AFTER EACH RAN ?MADE AS NECESSARY,
ALL CUT AND FILL SLOPES SHALL. BE 2-1 OR FLATTER,
SEDIMENT PAIRTM
DAIANMKMENTS SIB BE SEEDED OR OTHERWISE STABILIZED IMMEDIATELY UPON COMPLETION.
�,jjQjij ,jILWi AT OPENING
C-8 NOT TO SCALE
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27627
[phone]
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01m/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459•-2600
919--459-2604 fx
REVISIONS:
1-12-10 REVISED PER NCDENR REVIEW
2-15-10 REVISED PER NCDENR REVIEW
& DG REVIEW
LAYOUT COORD: MEL
PLANNING MG& MEL
DRAPING BY: MEL
DATE: 12/16/09
JOB NUMBER: 004011
TITLE,
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-8
COMMENTS:

1-1 IYl ;.:i_[4.-�_
179 SY✓�lod/d
CONSTRUCTION SEQUENCE
FOR WET DETENTION POND:
1. INSTALL EROSION CONTROLS.
2. CONSTRUCT DAM BASE AND AREAS BELOW THE
NORMAL POOL. CONSTRUCTION TO BE PERFORMED
UNDER THE INSPECTION OF THE GEOTECHNICAL
ENGINEER. SEED UPON COMPLETION.
3. INSTALL OUTLET PIPE, RIP -RAP APRON AND
STONE FILTER RING.
4. CONSTRUCT OUTLET STRUCTURE.
5. REMOVE ACCUMULATED SEDIMENT AND
SEED UPON COMPLETION. r- 15" RCP WITH WATER TIGHT SEAL
APPROXIMATE SIZE
EXCAVATE AND BACKFiLL
WITH COMPACTED
STRUCTURAL FILL AS
DIRECTED BY GE07ECHNICAL
ENGINEER
REMOVABLE TRASH RACK
W/6- OPENINGS FROM 1/2" ALUM.
BARS. ANCHOR TO RISER
8"X8-XI-XI2" LONG ANGLE (6 TOT. REQUIRED) TO
ANCHOR RISER TO BASE. PROVIDE 2-3/4" A307
BOLTS FROM ANGLE TO RISER AND 2-A307 "J"
HOOKS 3/4" DIA. 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. I- 6'x6'x1' CONC. BASE REINFORCE WITH 64 BARS AT
12" O.C. TOP AND BOTTOM OF EACH DIRECTION
PROVIDE 3" MIN. CLEARANCE BETWEEN EDGE OF
25'-15" RCP O 1.0lt CONC. AND STEEL REINFORCING.
TOP OF DAM ELEVATION-38.0
SILT FENCE AS NEEDED
F[AW
":► � ,a -r.� gal lll�, "1t•'1
MEDIA (SEE NOTE 2)
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE REVIEWED TO
ENSURE THAT DISCHARGE FROM FILTER MEDIA SHALL MEET OR EXCEED THE PROVISIONS OF THE CLEAN
WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES, RATED FILTER FABRIC
BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
SEEDBED PREPARATION:
1. CHISEL. COMPACTED AREAS NO SPREAD TOPSOIL THREE INCHES DEEP OVER ADV1 W SOL
CO DI TION& (F ^%ILABLE.
2. RP 7NE TJOM AREA M Sit INCHES NW.
3. REMOVE ALL LOOSE ROCK. ROOTS AND OTHER 085FRUCTICIM LFANFNG SURFACE
REASONABLY SM007H AND UNIFORM.
4. APPLY ARRCULTIURAL LME. FERTI.UM AND SUPERPHOSPHATE UNNORM[.Y AND MIX WITH
SETT. (SEE SEEDING M!LWURE).
6. CONTWA TILLAGE UNIfL A WELL PULYGUED. FIRM. REASONABLY UNIFORM 5EEDBED is
PpEPILRf.D POUR TO sit INCHES DEEP.
d. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY W1T'M SEEDING
EQUIPMENT OR CLIL700M AFTER SEEDING.
7. MULCH NYEOMMY AFTER SEEDING AND ANCHOR MULCH.
& INSPECT ALL SEEDED AREAS AND LAKE NOESSARY REPAIRS OR SINGS WITHIN THE
PLANTING SEASON, a: POSSIBLE. 1F STAID SHOULD BE MORE THAN 00% DAMAGED,
RE•WABLI91i FOLLOWING THE ORIGINIAL LIME. F'OULIZER AND SEEDING RkTT:S,
9. CONSULT S8•.EC ENVOMM1ENTAL ENGINEERS ON MAINTENANCE TAEKTMENT AND FERTIMTNON
AFTER PERMANi]NT COVER IS ESTABLLSHED.
LANDSCAPING NOTES:
1. ALL IAN DSCAPNG SHALL BE N COMPLIANCE WITH T14E NCDENR BMP REO IIEMEN8.
2. IAND5CAPE CONTRA" SHALL PROVIDE A TWO-YEAR WARRANTY FOR EM!P PLANTING
:I I VAV1W%ACEMWr
3. AT THE END OF THE FWW YEAR AND AT THE END OF THE TWO-YEAR WARRANTY PERIOD,
ALL PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
4. ESTAMAHMENNT PROCIEDUML SUCH AS CONTROL OF MNVASiVE WEEDS, ANEAL AND VANDAL
DAMAGE. MULCHING. RE-3TAKWP. WATERING AND MESH OR TUBE PROTECTION
REPLACEMENT, SHALL BE YAL "RED TO THE E KRND NEEDED 70 ENSURE PLANT
SURVIVAL. STAKING CRUST BE REMOVED AFTER ESTAKIS MAENT OPPROX MAIELY 12
M[ONT". TO PREVENT GMIOLNG "ViiCLNG) OF ALL WOODY PLANTS.
0. GRASS OR WILDFLOWER SEED MUST BE APPLIED AT THE RATES SPEC BY THE
SUPPLE M NF PLANT ESIABLISHMIW CANNOT BE ACHIEVED WITH SEEDW BY THE TIME
OF suesTiANTAI COMPLETION OF THE STGRMYTATER FACILITY PORTION OF THE PROJECT.
THEN THE CONTRACTOR SHALL PLANT THE AREA WITH WILDFLOWER sm PLUGS, CONTAINER
PLANTS. OR OTHER MEiWS TO ODMPLETE THE SPECIFIED PLANTING AND PROTECT AGABW
EROSION BEFORE WATER 5 ALLOWED TO ENTER THE SIORINXITIR BAP FiACNLRY.
6. ALL MATERIALS SHALL BE ACQUIRED FROM AN APPROVED NCDENR PLANT VENOOM PLANT
MATERIAL SHOULD BE PURCHASED FROM A LOCAL SOURCE TO ENiS7UIIIE St9RWVABM.IiY.
LOCAL VENOM FOR THIS SITE NCLUO14
- CIL.L. IDE NATIVE PLANT MISERY 9111-M-3M
- GROWING WILD NURSERY 910-259- ml
- NO FOREST SERVICE 019-731-79M
- PLANT DELIGHTS NURSERY 919-M-4794
- TARHtEEL NATIVE TREES i1111-s.'13-5110
STORMWATER MANAGEMENT SYSTEM DETAILS
C-
LEVEL
LOW POINT
LANDSCAPING NOTES:
I. LIV�. S OLL COMPLY WITH ALL APPUCABI E W0E5 AND ORDINANCES NEGARWO
2. IT IS THE REVON SISM OF TdE CONTRACTOR TO ESTABUSH A HEALTHY STAND OF 4 ASS
ON ALL SEEDED AREAS.
3' OONTRACTDR WALL PROVIDE TOPSOIL. THAT IS � FRIABLE, WITHOUT LRE
OF SUBSO11 MkTERMLSAND � FROM A WELL DRAAV S i SHALL
NOT CONTAIN WISIANCES WHICH MAY BE HATil Xt 70 PLANT GROWTH. TOPSOIL SHALL BE
SCREENED AND FREE FROM CLAY. LUMPS. STONES. ROOTS, PLANTS. OR SIMILAR SUBSTANCES
1" OR MORE N I>IALMDEBRiS. OR OTHER COWS WITCH MIGHT BE A HKOWICE TO
PLANTING OPERk7K*M SHALL CONTAIN AT LFA.�'T 4-61r ORGMIC MATTER BY
WOW AND 940E A PH RANGE OF C1.L1 M 7.0.
4. CONTRACTOR SHALL BE 1E"ISIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL
LANDSCAPED AREAS UNTIL ,HE LATER OF. (a) THIRTY (30) DAYS FWAIWING THE PLAITMNG
OF 7HE GRASS AND SHRUBS,_ OR (b)THTHE DATE TENT DOLLAR GENERAL. OPENS FOR
BUSINESS7O THE PUBLIC. CONTRACTOR SHALL ALSO BE R"011111110 AN TIE BUR WAL
OF THE SUP PLANTING MA7174" DURING THE TOO -YEAR WARRANTY PERIOD AND SHALL
REPLACE AU PLANTS THAT 00 NOT SURVIVE AT THE END OF THE FIRST YEAR NO AT ,HE
00 OF THE SECOND YEAR OF THE WARRANTY PERIOD,
5. CONTRACTOR 10 VERIFY QUANTITIES PRIOR TO COMMENCING WOW.
IL ANY DISTURBED AREAS NOT SCHEAULED FOR HARDSGAPE, PLANTINGS, OR MULCH SHALL BE
SEEDED LAWN. REFER TO SITE PLAN FOR LOCATION OF AREAS TO BE SODDED.
7. AsREPRESENT8 TiTUi1ONS ARE PERWI TED WITHOUT' WWM APPROVAL OF ,HE OWNER$ B. FOR NEW PLANTMNG AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION
DES ROM COMPACTED SOIL AND ADD 18" N kV TOPSOIL. OR TILL AND AMEND THE
TOP 1 B" OF DWING SOL TO MEET' iOPsOK/PLAMINO MOC STANDARDS FOR TREES.
9. � UTIITiEESS (SEWER M TIUTIM PHHONE15AN D
RO
V VLR. .7V.4
LINER
•Iwl1�'� 7"Itl.r. �'�•;.!�"�'J 1•:1 /�11.•r,�•i....'1
SCIENTIFIC NAME COMMON NAME
TOP OF BAFFLES
ELEV-37.0
FOREBAY AT U.= MIN
POOL)
QUANM NURSERY CONTAINER TYPE SPACING PLANTING SEASON
Janus effusus
Soft Rush
80
PEAT POT
6' Q.C.
SPRING
Iris virginica var shrevei
Southem Blue Flag Iris
40
PEAT POT
12' O.C.
SPRING
Eleocharis quadrangulato
Square -Stern Spikerush
80
PEAT POT
6' O.C.
SPRING/SUMMER
Sagittarlo latifilia Willd
Duck Potato
40
PEAT POT
12' O.C.
SPRING
Eupotorium purpureurn
Joe-Pye Weed
8O
PEAT POT
6' O.C.
SPRING/SUMMER
F �
W INLET
:REPAIR) !
33.34
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SS1bfH
1 1
I
30.23
1
28.98
28.93
y
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•'11Y 11 �
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2 E... W R F NCE a
/ 36,
/ 35 10_1CC I a
cp /
:;:5.'.•? may.• '':•:s;•:e,� ;�..' ^7
'sor.g
��::�.'��.�' ' LOFT LITTORAL SHELF
'• ' ;�!!••����,.f•'' . N / REFER TO CHART FOR
• ' �. 'i /
'�:•'4 �t;`{+:�''•.;:•�+"s�s'����.� ;;r' � � � PLANTING
REQUIREMENTS
_
1 �ti
LANDSCAPE PLAN
SCALE: 1'-!20'
Nam
OUTLET
SCALE: N.T.S.T--
FOREBAY TOP a 36.0
TOP WIDTH - 3FT
8" CLASS B RIP -RAP
ELEV-30.0
OPERATION AND MAINTENANCF
North Carolina stormwater rules require annual inspections by the regulating agency of wet detention
ponds as a minimum. More frequent inspections by the land owner or pond operator ore strongly
encouraged to ensure the proper operation of a wet detention pond. North Carolina Department of
Environment and Natural Resources can require more frequent inspections. All North Carolina Department
of Environment and Natural Resources codes shall be consulted.
Refer to the Operation and Maintenance that has been recorded for this development for additional
requirements regarding this wet detention system.
A. Rainfall Event
1. inspect the basin after every runoff -producing rainfall event.
2. Remove debris from the trash rack. inlet pipes and outlet pipes.
3. Check and clear the orifice of any obstructions.
B. Monthly Inspection
1. Inspect the basin monthly
2. Remove debris from the trash rack, inlet pipes and outlet pipes.
3. Check and clear the orifice of any obstructions.
4. Check the pond side slopes; remove trash and repair eroded areas before the next rainfall
event.
5. Check the vegetative and 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 swoles) for proper functioning.
Clear accumulated trash from basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting. replace riprop and repair broken pipes.
3. Reseed grassed swales, including the vegetated filter 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. Check the pond depth at various points in the pond. If the depth is reduced to 75% of
the original design depth. sediment is to be removed to at least the original design depth.
3. Operate any valves or mechanical components to verify they are in working order.
4. Inspect the embankment taking note of any wet areas where water may be seeping through
the soil. Contact the Town Engineering Department if seepage is noted.
5. Remove deposited sediment along vegetated filter strip and concrete level spreader, especially
from the upstream edge, to maintain original contours and grading. Repair channels that form
and regrade the filter strip to ensure that the runoff flows evenly in a thin sheet over the
concrete level spreader. Repair concrete level spreader as necessary and reseed and rregrade
the filter strip to maintain a dense growth of vegetation.
E. General inspection
1. Mow the side slopes, not including normally submerged vegetated shelf, according to the
season. Maximum gross height is to be bin.
2. Cattails and other indigenous wetland plants are encouraged along the perimeter; however,
they must be removed when they cover the entire surface area of the pond_
3. No woody vegetation shall be allowed to grow on the embankment without special design
provisions.
4. Debris shall be removed from blocking the inlet and outlet structures and from areas of
potential clogging.
5. Periodic removal of dead vegetation shall be accomplished.
6. The orifice is designed to draw down the pond in 2-5 days. If draw down is not
accomplished in that time, the system must be clogged. The source of the clogging must be
found and eliminated.
7. All components of the detention pond system must be kept in good working order.
SCALE N.T.S.
1' PVC TEE
JOINT
#4 REBAR O 12" OC
IN FRONT & REAR FACE
OF COLLAR. REBAR TO
HAVE 3" MIN. CONC COVER
FROM EDGE OR FACE OF COLLAR
NOTES:
I. ALL. CONCRETE TO BE 3000 1
NON -FLY ASH
2. APPLY 1/2- THICK WRAP OF
ASPHALTIC CEMENT AROUND
DISCHARGE PIPE 6" BEYOND
PLANNED SEPPAGE COLLAR
ON BOTH SIDES.
3. APPLY ADDITIONAL ASPHALTIC
CEMENT AT PIPE/SEEPAGE
COLLAR INTERFACE ON
UPSTREAM FACES.
4. TO BE FIELD INSPECED BY
BY GEOTECHNICAL ENGINEER.
ASPHALTIC CEMENT TO MEET
OR EXCEED FEDERAL
SPECIFICATION SS-153
TYPE 1: ASTM-0-••2822-75
TYPE 1.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2600
919--459-2604 fx
REVISIONS:
1-12-10 RED PER NCDENR REVIEW
2-15-10 REVISED PER NCDENR REVIEW
& DG REVlEIY
2-26-10 REVISED PER NCDENR REY"
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 12-/1-6/09
JOB NUMBER: 004011
TITS: STORMWATER
MANAGEMENT
DETAILS
SIIEE'I' NUMBER:
C-9
COMMENTS:
! �. ... t.i 1 11� I_�.. ,., . :a - . �. M1. �. ,,� . � 2.,i ii .,... •'-r 1•r �t �. 1 1 1�,. !`