SW4090903_APPROVED PLANS_20090925

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWolldMq a
DOC TYPE
El CURRENT PERMIT
0� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
a ovioarj
YYYYMMDD

I �G
4,
C-11VT1*01
PROPOSED TOTAL BUILDING AREA: 9,014 SF (7,161 SF SALES FLOOR)
MAX. BUILDING HEIGHT:
50 FT (ONE—STORY)
MIN LOT AREA:
NONE
MIN LOT WIDTH:
NONE
BUILDING SETBACKS:
FRONT:
20 FT
REAR:
30 FT
SIDE:
10 FT
LANDSCAPE SETBACKS:
FRONT:
10 FT AVERAGE, 8 FT MIN
REAR:
10 FT AVERAGE, 8 FT MIN
SIDE:
8 FT AVERAGE, 5 FT MIN
OFF --STREET PARKING:
TOTAL REQUIRED:
30 (1 PER 300 SF i
TOTAL PROVIDED:
31
ACCESSIBLE SPACES PROVIDED:
2
BUILDING:
9,014 SF 0.21 AC 13.OX OF SITE
NEW PAVEMENT:
TOTAL IMPERVIOUS AREA,
12,920 SE QM 6Q _2UZ_QE_Sa
28,934 SF 0.67 AC 41.8% OF SITE
OPEN SPACE:
40,152 SF 0.916 AC 58.2% OF SITE
Dollar General Store
US Highway 601
Mocksville, North Carolina
Davie County
TENANT & DEVELOPER
Dollar General Corporation
Primax Properties, LLC
1065 E. Morehead Street
4th Floor
Charlotte, NC 28204
[phone]
[phone] Fx
PRIN�?C
PROPERTIES, LLC
CIVIL ENGINEER
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
p�0
l�
its
SITE
VICII\TITY MAP -
NOT TO SCALE
INDEX
TO SHEETS
SHEET #
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
G--6
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
C-9
CONSTRUCTION DETAILS
C--10
STORMWATER MANAGEMENT DETAILS
SCAPE PLt..
evltt these documenZS
ts is
regUired i7'j' t i c[p; i7 W�t�r cErmit. North Carolina
rules require thai irie sl ;,M EJ&r system designer
e
plans and specs: and ceri:fy c::r,pliance with the
stormwater rules i 15A ter ACI .F .1008 {j )
by _ —_ NC Division of 4Vate$ Q!1 lity
Sheet #� C —� Reaislon r)ata 4r/3/ 1)".4
REVISIONS
er., (& NO, I DATE DESCRIPTION
ID
sum YW on This document, together with the concepts and
TOPdeli ns presented herein, as an instrument of
services, is intended only for the specific purpose
and client for which it was prepared. Reuse of
J's 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
AUGUST 31, 2009
Mir,
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JOB NUMBER:
000004
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CONSULTANT:
j- j :.l c 1016 li L' 3
,•g90.75" iron
\� M r.
ACCESSIBLE RAMP
PER NCDOT
a STAN DS
5KOFT ST&RAGE
LANE. 4' WHITE
LANE LINE
r
UTIifT
i
\
REFER TO SHEET C-8
FOR U.S. HIGHWAY 601
TYPICAL SECTION
10OFT TAPER
4" WHITE MINI —SKIP
4'x6"
GUTTER
3OWNSPOUT
6" SIDEWALK
CURB (TYP)
7
rSTEEL PLATE
te'\ \'M
1 2" DOGWOOD
0.109 AC TO BE
DEDICATED TO THE
NCDOT
5FT CONCRETE SIDEWALK
PER NCDOT STANDARDS
5FT PLANTING STRIP
ap
IT
q�
c�
`— MACH EXISTING 2'-6"
CUIREk AN€) GUTTER
k `
UNMARKED POINT
MCDANIEL INVESTMENT
��•� 2 W PROPERTIES, LLC
NEW IRON � ' 32 S� 1 D.B. 466, PG. 874
STORMWATER MANAGEMENT EASEMENT ` 1 tJti
PROPOSED TREELINE `
CHAIN LANK
\�^
FENCE GATE
` STORMWATER MANAGEMENT AREA �
..::;.' .•, . -. � � .�— � �'� ,� �.'3riSt+fib
mbar
a�rin�r�1E�L���1
13
ppE
OOC
H. DONALD WOOD, SR.
D. 8. 318, PG. 579
KEG NO ES.
CONCRETE MONOLITHIC CURB/SIDEWALK — SEE DETAIL SHEET C-7
CONCRETE PAVEMENT DESIGN AS PER GEOTECHMCAL REPORT SPECIFICATIONS — SEE DETAIL SHEET C-7
EXPANSION AND CONTROL JORNTS — SEE DETAILS SHEET C-7
ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS — SEE DETAIL SHEET C-7
© STANDARD DUTY PAVEMENT
3� HEAVY DUTY PAVEMENT
P NCDOT ROADWAY IMPROVEMENTS (REFER TO SHEET C—•8)
HANDICAP PARKING SIGN — SEE DETAIL SHEET C-7
BOLLARD — SEE DETAIL SHEET C-8
CONCRETE LIGHT POLE BASE (NOT USED)
CONCRETE SIDEWALK — SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
DUMPSTER LAYOUT — 6' HIGH ENCLOSURE W/GATES — SEE DETAIL SHEET C-8
6'—O" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT — SEE DETAIL SHEET C-7. LOCATE 2'-60
/ FROM FACE OF CURB OR SIDEWALK. (NOT USED)
10 PYLON SIGN (UNDER SEPARATE PERMIT)
11 4" WIDE PARKING STRIPE PAINTED WHITE (TV.)
12 4" WIDE DIAGONAL STRIPES PAINTED WHITE O 2 FT. O.C.
13 CONCRETE HANDICAP RAMP — MAXIMUM SLOPE 1:12 (8.33X) (PER A.D.A. REQUIREMENTS) ANY RAMPS
LESS THAN 1:20 SHALL. HAVE DETECTABLE WARMNGS AND CONTRASTING COLOR. SEE DETAIL SHEET C-7
i4 NEW LANDSCAPE AREA
t SJ CONCRETE 1'-6" CURB AND GUTTER — SEE DETAIL SHEET C-8
} 6 STOP SIGN — SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS — SET: DETAIL SHEET C-8
18 NEW CURS CUT, MATCH DUSTING EOP & APPROACH PIER LOCAL CODES Ile SPECS.
19 CONCRETE FLUME — SEE DETAIL SHEET C-8
PROPOSED PARKING COUNT
CHAIN LINK l
FENCE
S • —
AREA FOR PACKAI ED UNITS. REFER TO
MECHANICAL DRAWINGS FOR AIDI'iIO IAL
INMR WATION: THE HVAC PAD IS TO BE
COINED OF: 5" 3,000 PSI
CONCRETE ON A r COMPACTED AIGGREQATE
BASE ON COMPATED SM GR+4M SLAB TO
HAVE REM010M AS RE00MMENDO BY
THE GEO EMOCAL. COINSULTAUT.
RIPING
LEGEND
YELLOW Ct}RBIIKG
SURFACES SHOULD BE MEAN.. DRY AM .
METAL WRFAM FREE. OF NEAW RUST
AM BOLLARDS -
2 COATS SHERWIN Wes$ - KEM 4WD
PARKING
C SIIFEiY
YELLOW
SURFACES SHOULD BE CLEAN. DRY.
STRIPING -
TOP COAT SHERWIN W I LA" - PRO
PARKING LOT
MAR TRAFFIC MARKING PANT YELLOW
SURFACES SHOULD BE CLEAN. DRY
IIANDICAP STRIPING -
TOP COAT SHERWIN WILUAMS - P$Q
TRAFFIC MARKING PAINT
PANG LOT
13L�.R
TRAFFIC CONTROL NOTES:
THE DISTRICT O"ICE OF THE NORTH CARD" DEPAI"UEM' OF TRANSPORTATION (NCW'0 MOST
BE NOWIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL, DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF THE
NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE: HOURS OF 6'.00 AM TO 9.00 AM AND FROM
4:00 PU TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE SHALL 13E MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO SE REMOVED DURIM CONSTRUCTION ARE TO BE !REINSTALLED
AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS. EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY
LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO PREYEFF[ ANY EQUIPMENT
OBSTRUCTION WITHIN THE TRAVEL. LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE
PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN W OF AN OPEN 'TRAVEL. LANE, THE
CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LINE ADAMX 1T' TO THE WORTS AREA USING
ATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT ARNSA IS PROTECTED
BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL. NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY
WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM L.ENM OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED
FROM THE BIEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 8:1 SLOPE UP TO THE EDGE AND ELEVATION OF E WSTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE
THAN 3•.
WHEN BACXFILL IS REQUIRED. IT SHALL. BE AT 140 EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 27.
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELi2ING DEYOES IN WORK AREAS SHWA 13E
SPACED NO S RDM TITAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON--CENhIR IN RADII,
AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVEL.WAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE
PUBLIC SAF£TY IN ACCORDANCE WITH THE NORTH CAROLINA DEIPARTMENT OF TRANSPORTATION'S
STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM UM ROADWAY STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND
SPECIFICATIONS (LATEST EDITION).
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
(919)553--6570
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GRAPHIC SCALE
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10 20 40
80
+tk3
1 INCH 20 FEIFT
0
►� ,�,-�'-r
.„_
t. w AA%WVktf. MA. UUM AM b-tfW4T.WVWES Ili INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (LE. PAIN . IRRIGATM SYSTEMS. ETC.) IN THE RIGHT-OF-WAY
RED A WHIT -OF -WAY DKmOA090ff AGREWEEmTT WITH THE NORTH CAROLINA
DWARIMENT OF TRANSPOgTMM BEFORE INSTALLATION.
a' ALL SITE DIMENSIONS ARE RUV"CED TO THE FACE OF CURBS OR EDGE OF PAYING UNLESS
OTHOMSE NOTED, ALL BUILDING DIMENSIONS ARE REFS TO THE OUTSIDE FACE OF THE
STRUMURL
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EOCISiNNG FEATURES
FROM 'A SU IV V PREPARED BY DOWN SURVEYORS DATED JULY a. 2m.
8. ALL WORTS SHALL BE PERFORM N ACCORDANCE. WITH TIME LATEST EDITIOP OF THE NORTH
CARS DEPARTMENT OF.71ROISPORTAXION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD
AND BRIDGE OONSTRiICTION' AND APPLICABLE TOWN OF MOCISSYILL.£ CODES AND ORDINANCES.
THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF 711E STATE AND LOCAL CODES,
ORDINA>`NCES, STANDAIIO SPE{: iCATf�i AND STANDARD DETAILS ON THE PROJECT SITE FOR
I7tJRING S�OH51RL�1 QF 'ME PROJECT.
9. THE CON RACTOR SW1L.L VERIFY ALL DENS IN THE FIELD PRIOR TO THE START OF
THE CONTRACTOR SIW,L BE FOR ALL FIELD DIMENSIONS AND
SHALL REPS ANY O PAhNM N3ERY THE PLANS AND ACTUAL FIELD CONDITIONS THE
OWNER OR OWNER'S REPRESENM7W UMMTMy. CONTRACTOR SHALL WAIT FOR INSTRUCTION
PRIOR TO PWKMDM WITH WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
DUSTING FEATURES AS NECESSARY.
11. THE CONTRACTOR SHALL SEAL. THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACKS COAT
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS WHM NEW PAVEMENT AM LD{t3iNNG PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE,RECONSTRUCTOR ASH ANY AREAS
DAMAGED DURING CONSTRUCTION BY THE RACM HIS SU3CONTRWTORS OR SUPPLIERS
AT NO ADDITIONAL COST TO THE OWNER.
13. ALL PAVEMENT .NONM SIW.L BE SAWCUT PRIOR TO PAVING TO PROMDE A QURAM AND
UNIFORM JOINT.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL FLANS FOR EXACT LQCATI NNS AND DIMENSIONS
OF TRUCK DOCKS! EXIT DOORS, SIDEWALKS! PRECISE BUILDING DIMENSIONS, AND EXACT
WILDING UTMY ENTRANCE LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MIARKRM AND SIGNAGE SHALL CONFORM TO THE 'MANUAL
ON UNIFORM TRAFFIC CONTROL DEVCES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED
SIGN STANDARDS ARE TAKEN FROM THE "MM)AL ON UNIFORM TPOM CONTROL. DEVICES'.
ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS.
IS- CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA
STANDARDS AT ALL DRIVE AND BUR.DING LACA7Km AS REQUIRED.
17. THE CONTRACTOR IS ABLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING,
OR CON+ SIR UCRON ACTMiY THE CONTRACTOR SHALL NOTIFY THE TOWN OF MOOMiLLE
PUBLIC UTUTIES DEPARTMENTS FOR PROPER IDDOIFICTIO N OF EfaSTING UITL.mm WITHIN THE.
PROJECT SITE.
Ia. PROOF ROLL. SUIL.OING AND ALL PARKING A w_&S. NOTIFY OWNERjDO LAR GENERAL OF ANY
UNACCE FrMLE AREAS.
19. THE CONTRACTOR SHALL, PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (IrNCLUORNG
U`IOERGR"D UTILITIES AND STORM D tAINAGE) TQ OWNER/DOLLAR GENERAL PRIOR TO
COMPLETION OF CONSTRUCTION
RMIONS: ., ..
Aprr`"s V p tr vfr 7: er Per.r,it Documents
require t y F� ,tp rw at r r m pit North Carolina
rules wgl2rSvSjWL&L?jioLtgr
nspeur.^'v ;zr,:fy conformity with the
ROWS �u _.secarl'4 cer ;T' nh liar:ve with th
s ormwa er ru es. r' _,F•- ?i ! LIDO$ { )
04
J�uD.visio.of aierQu,ity•,•
'�Fieef 4�— av€Sion a e
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAINING BY: MEL
DATE: 8/31/09
JOB NUMBER: 000004
TME:
SITE PLAN
sxM was:
C-3
COMM:
0
IN
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---- 7,7
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77
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i t r1 r '� , �I � 1 i I I I'. ! !� '7r ``� r99 ` r�%' �, 1 r 1'• .=5 'rf j S -
1 �}�'S• r Sri j 1 ;1': Sf �;'•.}#. I'
;.
.�' AREA= 3_594 AC.
\ INCLUDES U.S. HWY 601 R/W
lop
\ existing
\ r �0.75" iron
\ \ `t,
12" PECAN `
839.2(GR)
\ COMMON DRIVEWAY EASEMENT 12" DODO /
\ ` FOR INGRESS , EGRESS
\\ \\ FOR 60TH TRACTS / GRADE TO
\ 842.1(TP) t►
\ \ r 1 ' 094 � bRAtN to (i
00000000
� � � 1 24" HARD WOOD 4010410
00
� •o + 1L LIMITS OF DISTURBANCE 00to •
0000 -
CONSULTANT:
r � Triangle Site Design,
iJNMARKEf.3 � �� � g PLLC
` 4 I� MCDANIEL INVESTMENT 165 Trantham Trail
PROPERTIES, LLC NC 27527
NSW IR , 73�32� � J� � t� i j� f+ D3B •466, PG. 874 Clayton,
[phone]
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LIMITS OF DiSTEi \ '� \ \ \cis �...- \ f f / f! • F t l�
\\~ �'rs'- 1Q"FIt3Ptr \ \ . ` �E•, �� �'. \`\ \\N. � - -� .� )� j r f/f/Z Q M
SEAS. IM
tNV=83'�.0 \\ "`� ` .` �„� �,`Q \�� -- -- �. �� \ / j f fj fi/1!/tt� \ 24434
\ \ • �° ( ♦ is `. FEs `� \ 1 `•.. �. \ \` =- `. �'• )/ // f/� / f Iff fll/l� //r. y �c• Gj'tt� qz<,�'
1 \ \ \ 1 S 73.32S3 oo 841,s TP) • . -. _ --- - -- ! ! / ! / / -:�- �` f i�i �••• *•
\ \ \ k► 00� ' : f INV-836.8 \ \ "' -� �, $3S .�\ \ r- -" -� f/ / j ` / j , J ....•*" .� .
\ co t + + \ ! "� . ",.. •,• x to so 9W
0.00
FOREBAY WEIR�.`
♦ i tM► '� 1 �'I""r :' : , ` f�. `` _ �� w` �'.� i // j/ //// f �f/ ///fI f l// //�0r,.�
c \ 840.$(GR) +� �t 841.8(TP)
\ `v, ♦ 240'-12'HDPE .:z•�•: . X -.� ��� t�t� 1�. ///f//l/1�- `-, `\ `\
\ `\ \ \ / ii ,!"` 0 0.5R (WATERTIGHT _ - , t, f ( I` // t/ / /!, -:' \
\ 842.48(IP)36� 1 i 1�
a. r:. •+t • U' H IN ` JOINTS} ;.•.'. \ s ` 1 f I/rf// //f\\\,���11
1 K. I � ! t P � 'It t I I!/I/I � I/I f� 1tt� 1 t
CATCH
�\ �- t i 11
INV= &M.2 1 III
( f t /! / � I I! Z j
� 1 �
-
� IRON , ._./ffl�f�
a� ////
841.4(TP) �, .... •/f It ///����
\ \ \ ♦ \! 4_4Y! 842,22(GT)) 1 <� • \ { ' k t , j �i f�//l J 1, �� 1 f l f tti
♦ \\ \ r y, I341.s(Tc) r. 842.9$
brked pat t �. EI41.n(GT) :^. 'f 842.48�j '� = 1 1 x { f { l I l i�//� / 141' l� l'r` �� E
\ � 2' f bock cur �\ \ 1 ,• ... /
..:•• s- $43.0T5 -::. � 1 1 1 � �� { (t �t� 111�r�� ���/�/ / tt� tA�a, � D
`� ♦ � O 0
�38.5 841.4(TC) ,... w:• �- /
Co RT EXISTING ARD ♦� \ f \ 1 $ za9� 842.5(GR) r ' . ; ` \ 111111 f �� / f
INLET INTO A TRAFFIC \ c?`\ (TP3 840.9(GT) 42,4 _ ,.- .. _ _ _ _ _ ! \. \ \ ✓/ /' �.�
BEARING JUNCTION „ • {-- \ \�/ / /
BOX PER NCDOT 1 , 5 ./ 34'-•10"I#I?PE .:; �j •: GUTTER DOWNSPOUT (TYP) { \: 1 1 � � � � �'� �� �, � ��/
®0.59�C
STD, $40.34 �\ 1 : �: .• ! .Ci
RIM-838.3 \ ♦ :;•s 1 .,
INV,iN-83 .41 \ _ 1 7 fl \ . \ \ ' r�
\ 4 ♦ \ "� :.;0
to
E! AREA=-) , 586 _AC. -�' -� �\ E
842.5(TC} .;.. ,.;.. �, - - - �. \j4 3
Z rL / ♦ \ •. ; :e, a- FF€-843.0 I .-
\ o r CATC„ BASIN 842.0(GT} �: ea 842.8(TS) l �� ST'ORMWATEIR r4 Q
r 1 r ti ♦ \ a RIM=840.6 : �.: 84.2,3M) I142.5(GR) I MANAGEMENT � •� U
$38.4(TP}r \ ca ITV:83$,0 842.1111'S "j -
GUTTER DOWNSPOUT (TYO �� POND RUM + x 0 �
\ \ �� $42.3(TP } ' ;,sty ; $43.N3 / \. TO STORMWATER
\ \ �` \ •• `�� X70 ",• ` (TS) f 843.0(TS) DETAIL SHEET U •>
PRI Lc��
♦,,
DBL CURB INLET \ � \1 � , � :,, 842. GR
� 0 \ . � �{ .) STI�iMWATER
»r `"'
GRADE L
GRATA. 837.50 � \ r •. �) ;. . EBAY : ? ;;; RMUIES, - -
t -- t : ; . DRAIN l P4Na FOR
tJn 841
'P .s(Tc)
INV- 83,3.7Q �� � \ .�i 840.1 GR ,
/ 841.1 G a
842.0
2
ecsx �� ♦t , \ ;'. $42.3(7P) DRAINAGE NOTES- GRADING NOTES:
-� � \ .842.0(TP) ;:. ,. 842.5(GR) I P'' ' es LLC
CONVERT EXISTING CUR J� ! ♦ r a, .yam. 1. A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHt SE NOTF�. 1. REFER TO THE SITE IMAM FOR IELA•Io NOTES. �'� .
INLET INTO A TRAFFIC / >• \ , , ITV-840.4M. SLING JALNCTION 1 / 841.7(TC) .. 2 10"HDPE 2. PIPE LDIGTHS AND SLOPES INDTCAIIDT ON THE PLANS ARE APPROXIMATE ONLY 2. ALL � AM SPOT ELEVATIONS` REFLECT Fps ,
Box PER NCDOT ` , ` 1 5s , :, ! 841.2(Gij :•�: / 4th Floor
STD. 840.34 °� �'Q !� / ♦ \r \ `" 1 . - t„ ::•: 3. UNOERnfG�ROY�EaINo UnLLnr LINES SHALL BE INSTALLLDJ IN ACCORDANCE wml THE :. STANDARDS 1N 3. ALL EIIrV/A�T�IE>�tS JyA1� +�y�9+1 REFERENCE TO THE BENCH
IMAii1 ANID THIS MUST BE l� BY THE GENERAL. Cb �'� ���.�:, ��; : 28204
G�I ✓ \� 'h, e. •�L F;;' f ADD" 1V APPLICABLE IA: �FTVf� Pr4K � iV � •.�•.
RIM-838-11 \ ! LIMITS OF DISTURBANCE
EXIST INVAN-834.31 1 1 ;_:,� j ram-+'• 704 -4 .722
/ ♦ : +' ( / A. NO MORE THAN Soo LF OF TRENCH MNY BE OPENED AT ONE TW_ 4. 'THE COMTRACYOit SHALL IMMEDPJELr R tT m OWNER ANY ANC�s FOL94D BETWEEN ACTUAL
EXIST INV,QLIT�$33.81 \r T4•� / FIELD � AM GONSTRLC�t Dp�S AND SHALL WAIT' FOR INSTRLI<:TION PRIOR TO 11
�, NriARY \
• B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF YRENCHES. PROS. ( 1...
7a43.44...$�S8
4 s3s.5s ♦ , `'�' DONALD WOOD, SR.
PROPOSEI? CATCH BASIN u711�r POL 1 IN. 822.4 ♦ r "�:; t0 s41.4(GFi) C. E.IrFZ.IIENT FROM OEWATERINc OPERi►T10r15 51w.L FII.T D 41z PAID THROUGH 1 AN APPROVED 8. THE :SHALL 9E E tom;. LOCATING AND PROTMI G � ununES, AND SHALL :...
�.8. 318, PG. 579 SEDIMENT TRAPPING DEVICE, OR SM. AND DISCHAN1M IN A MANNER 'CHAT DOES' NOT AD ERSISI.Y AFFECT REPAIR ALL 1� 70 MOS'iM 1 11Li ES: VW OCCUR buime �.
PER NCDOT
CD TE STD.
. i 1� t �\ +, 842.8(TS) FLOWING STREAMS OR OFF --SITE P� 8. T! GCRIiRACitili SHALL AND NEW iAiiiH C SI OEif .Y T(? Tp REMN
NCDOT STD. W-03 � � { �� rrr \ y f $42,3(TP) D. MATERIAL USED FOR BACK-IFI LING T1� 040 SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE CLEARING
T�RSANSITION SACK FISTING GRADE.
CONSTRUCT CATCH BASIN �� � , � � �\t \ :.,� �' ! LION AND PROMOTE STABILIZATION. 7 �, OF oTH�R G ARE BASED UPON THE APPROXW-j CUT AND FILL SLOPE
OVER EXISTING 12 RCP
RNM=837.85 \ ! 1 ♦ �\ �` '.F� : E. R£STASIW7ATfONN SHALL BE ACCOMPLISHED IN ACE tIiITI.1 THE EROSION ARID SEDIMENT caIIITRaaL
10
REG"TIONS. 8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING ':LOTS AND SIDEWALKS ARC: FINISHED ELEVATIONS
IW.a835.7t(FIELD VERIFY) , ':ytr:•• INCLUDING ASPHALT: REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH COACT SUM4SE OR
1 � tang 0 842.0(TC) F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITI'1. AGATE BASE COURSE ELmYtONS TO BE COMPLETEp UNDER THIS CONNTRACT.
841.5(GT) 4. CATC14 BASINS, MANHOLES,�R
FRAMES, GRATES. ETC. SHALL MEET THE t'S OF THE LATEST EDMO 9. THE C4I~ M CrM SHALL. MW PIS DRAINAGE SO THAT RUNOFF WILL DRAIN BY oRkwff FLOW
♦{ ` rebar OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. REFERDICE THE ACROSS NEW PAVEMENT AREAS TO NEW ONE EXISTING DRAkea INLETS OR SHEEP OVERLAND,
FOLLOWING STANMQARD DET L$. 10. ANY GRADING, SEYIprID THE LIMITS OF t ONSTRUC ION AS SHM ON THE GRADING PLAN. IS SUBJECT TO A Ap�= ti
nrr►arked orr;i �� i�.�a N Cons;r�rc:;wry ;,' ac_crdurce',�:r,t, ti;ese documents is
5.2' rri r, ck ur , r4._ 7 W /
f _ 840.02 -- CONCRETE CATCH BASIN FINE.
840.03 - FRAME. GRATES, AND HOOD FOR CATCH BASINS rules require that the stormwatar system designer
\ $4E1.04 -- CODE OPEN THROAT CATCH BASIN 11. GRAOM MORE THAN ONE ACME WITHOUT AN APPROVED LMSM CONTROL PLAN IS SUBJECT TO A FINE.
840.14 - CONCRETE DROP INLET plans and specs; and rear' ! c; -, Hance with the
V '
840.16 - DROP INLET FRAME AND GRATES 12. STABIIaRTAT1O1tV I5 THE BEST FORM OF EROSION .CONTROL. TR:itIP01tARY � IS NECESSARY TO ACHIEVE
°T , &W.31 - CONCRETE JUNCTION Box EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSINXMON SEQUENCE REQUIRES IT, ,
Permit # •� kJ D a� a 3 , �s a 9
840.3$ -TRAFFIC BEARING GRATED DROP INLET
LIMITS OF DISTURBANCE 8+W.45 - PRECAST DRAINAGE STRUCTURE 13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF QOMPLETIQN OF GRADING. r- Iqu .®vl
v -""' - - -v ' -- is a
•�y r '� N,, � ler
840.52 -PRECAST MANHOLE ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 3E! LaAYS.
tl
LIMITS OF � \ �� � � � � SCNf SMAO - PRECAST CONCRETE ENDWALL 14• EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM SURVEY 8Y DEDMON
DISTURBANCE .+ -a ` 20 0 10 20 40 $0 5. ALL PIPES SHALL BE LAID ON ST# WWF AUGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER SURVEYORS DATED JULY $, 2009.
ACCURATE METHOD. 15. THE CONTRACTOR SHALL INCLUDE IN THE CONTTRCT I CE ANY t�WATEMNG NECESSARY TO CONSTRUCT THE
8. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED: PROJECT AS SHOWN ON THE PLANS.
13 TYPE `\ 1: RCP. CLASS NI PER ASTM C-78, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JONr'T5. 16. THE CONTRACTOR r*RESP HE FOR TDESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, LAYOUT C000:yu I INM '� 20 F� BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED To MEET OSHA, FEDEITAL. STATE, AND LOCAL
N. TYPE 2: HIGH DENSITY POLYETKYLENE PIPE (HDPE) - AASHM DESIGNATION M252 TYPE S, M294 TYPE 8 REGULATIONS PURSU07 TO THE INSTALLA71ON OF THE WORK INDFC.ATED ON THESE DR4WWG.S, THE DESIGN PIANNING MG& MEL
DMP7-97 TYPE AND
SMOOTH i ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY ENGINEER ACCEPTS NO RESPONSBILITV FOR THE DOLTS)) TO INSTALL SNIT ITEMS.
-•.�LEGEN:INDICATED ON THE L'OA157RUC'iI014 DRAWIINGS. PIPE sHAu. BE INSTALLED IN ACCORDANCE WITH PIPE
MANUFACRURues INSTALIAWN GUIDELINES. PIPE 4WTS AND FTTnIM SKULL BE WATERTIGHT. 17. THE CONTRACTOR SHALL RIM TO THE ARCHITECTURAL PLANS FOR EXACT LOCAT11O N, ELEVATION, AND DR&WMG BY MEL
r " ` DI N30DNS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS. AND EXACT BLMLDING UTILITY ENTRANCE
t cp TC .........TOP OF CURB 7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS 91 RIEtWORCED CONCR ETE PIPE UNLESS LOCATIONS.
GT.......... GUTTER FLOW LINE OTHERWISE NOTED. IS. All. FILL. MATERIALS, ExtSyING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL, AND DATE: 8/31/09
TP..........TOP OF PAVEMENT 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE ANY OTHER DELETERIM MATERIALS SHALL ICE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE
CLEANED OUT TO REMOVE SILT ARID DEBRIS. BELOW THE STRUCI'iJRE. JOB NUMBER: 000004
` TS..a.......TOP OF SIDEWALK
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CO�UCnM IT SHALL BE THE 19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL K ENTATNVE TO { �, DETERMINE WHETHER UNSUITABLE MATERML MW NE REMOVED. ALL UNOEMRABLE MAI RIAL SHALL BE TILE:
IV......... TOP OF WALL CONTRACTORS �BII.ItY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECLsSSW. TO REMOVW, BACKFILFD AND COMPACTED AS REQUIRED ey THE GEOTECHNiCN. �11'ATNVE.
� Bw..........BOTTOM of WALL
RETURN IT r0 Ex15TRNG � OR . GRADING AND
l 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS 20• ALL CUT OR FILL SLOPE$ 94ALL BE 3:1 OR FLATTER UNLESS OTHiOtWM NOTED OR OWKTED.
ce.......... GATCH BASIN WA71ERTICHT. DRAINAGE PLAN
21. THE CONTRACTOR SW�tL ADHERE TO ALL TERMS do CONDITIONS A5 OUTLINED IN THE GENERAL N.P.D.E.S
1\ GI............GRATE INLET PERMIT FOR SFORMWATER DMCMk%a AS5OCF1►TED WITH CONSTiiUG710N ACTIVITIES.
f 11. PRECAST STRUCTURES MAYBE USED AT CONT!?ACIT� OPTION.
P \ t=ES.......... FLARED END SECTION 12. ALL STORM SEINER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC 22. FOR SHALL ADJUST AND/OR CUT SUSTING PAVEMENT AS NECESSARY TOO ASSURE A SMOOTH FIT SHM NWER:
!l W YL......... YARD INLET BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE $" ABOVE FINISH GRAM LIDS SHALT ANT? CONTINUOUS GRADE,
GR.......... GROUND BE LABELED "STORM SEWER . 23, CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROMBUILDINGS FOR ALL NATURAL AND PAVFA
`! �1M+.- ..........FLOW DIRecTNON ARROW 13. STRUCTURE TOP a VATION+IS SHOWN HEM ARE APPROXO ATL CONTRACTOR SHALL ADJUST AS NECESSARY. •C-4
24��� FABIRIC �� �OF TOp50fl14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINECONTRACTOR SHALL �LACED AREASYST,� SLOPES 3H.IVOR
25. CONSTRUCTION SHALL COMPLY WITH ALL APPLFBLE omNING COpI;S AND BE COHSTRUCTiED TO SAME,
Mims:
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1 INCI'I = 20 FEET
1 COMMON DRIVEWAY EASEMENT
r FOR INGRESS . EGRESS
FOR BOTH TRACTS11000
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GRATE: 8,37.50
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MARY
r
838.59
w�
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INCLUDES U.S. HWY 601 R/W
TEMPORARY
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MCDANIEL INVESTMENT
j �44 I1r PROPERTIES, LLC
NEX IRO nr 32 j f�!�! jfl t fCI D.B. 466, PG. 874
406 / '" ._ ✓ �(
OLITFALL 1 z_� ��� ��` ��`� `.� ��� 7: ZZ �'~' Z
DRIP -RAP APRON -.`` w TEMPOOOiARY�` .�� ,�^ •��� _. -. = \ \ $ _. "' r / /
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risting GRADING
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N.
EROSION CONTROL LEGEND
IREFER TO DETAIL SHEETS FOR STANDARD EROSION CONTROL DETAILS
EROSION CONTROL_ NOTES:
REFER TO DETAIL SHEETS C-11 AND C-9 FOR CONSTRUCTION DETAILS OF THE PROPOSED
EROSION CONTROL MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITC
REFER TO SHEET C-9 FOR TEMPORARY AND PERMANENT SEEOMIQ SCHEDULES FOR PROYIOM
GR(XJND COVER THE FOR THE DEVELOPMEW.
CONSTRUCTION ENTRANCE
RIP RAP APPRON
TEMPORARY INLET
PROTECTION
SF TEMPORARY SILT HENCE
LTA )T'A TEMP. ONERSION DITCH
I 10 -_
LONIL�I�flIG1E�lIIE31L
I
I TEMPORARY
SILT FENCE
A EA=1.556 AC. I
I
/
DONALD WOOD, SR.
D. B- 318, PG. 579
//.=.�\111/
x. 1
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GRADING
/ I I I i
p�OosEs p i�i�1i �� i i� �� M/1
'' ' ' • `` 1 `) \ 11
I NTT BAS
STORMWA'1ERI I GE� 'TO % ~ _ ,� I! `fit}
USED AS TEMPORARY SEDIMEIL DURING
' ►' N 1 CONSTRUCTION (REFER TO CHART FOR �I
,11
CONSULTANT:
E
2'
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
(919)553--6570
Dn
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R
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24 34
,
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MMHMUM DIMENSIONS). ACCUMULATED SEDIMENT"
TO BE REMOVED PRIOR TD CONVERTING TO �+
- - --- - - - z \� / / } �FlNRL POND '
�.3
TEMPORARY
DIVERSION DITCH#2
RIP -RAP APRON DIMENSIONS:
REFER TO SKEET C-9 FOR RIP -RAP APRON DETAIL
STRUCTURE
I
I TEMPORARY
SILT FENCE
A EA=1.556 AC. I
I
/
DONALD WOOD, SR.
D. B- 318, PG. 579
//.=.�\111/
x. 1
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GRADING
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'' ' ' • `` 1 `) \ 11
I NTT BAS
STORMWA'1ERI I GE� 'TO % ~ _ ,� I! `fit}
USED AS TEMPORARY SEDIMEIL DURING
' ►' N 1 CONSTRUCTION (REFER TO CHART FOR �I
,11
CONSULTANT:
E
2'
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
(919)553--6570
Dn
°
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"
0 C1
RAN off,
R
SEAL '
24 34
,
,'',1j1jft7Nlflltij{�
MMHMUM DIMENSIONS). ACCUMULATED SEDIMENT"
TO BE REMOVED PRIOR TD CONVERTING TO �+
- - --- - - - z \� / / } �FlNRL POND '
�.3
TEMPORARY
DIVERSION DITCH#2
RIP -RAP APRON DIMENSIONS:
REFER TO SKEET C-9 FOR RIP -RAP APRON DETAIL
STRUCTURE
PSI
E
L
P
DIA
STONE:
THICKNESS
STONE
VEL.
REMARKS
RIPE OJIFALLJ1
1.5
30'
8.0'
70,
12"
22'
CLASS 8
ZO
MAY. TAIL WATER
POND OUTFALL
2.9
3.8'
7.5'
&8'
1 15'
1 22'
CLASS B
1 ZO
I MIN. TAILWArER
l.V1N;:) 1jKuu 11V1N ZIEWL)bINub:
1. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON --SITE ARE AWLABLE.
2. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT NCDENR INSPECTOR.
3. CONTRACTOR SFWl CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING IUD UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE
PIE-•CONSTRUCYIO 1 MEETING.
4. CONTRACTOR SHALL INSTAL. TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CAN AREAS.
5, INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT FENCE,
INLET PROYECTIONE. SEDIMENT TRAPS, DIVERSION D a4m, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF INVEST MEASURES.
GOWTRACTQR TO INSTALL PERAMNENT STOW WATER POND R1ar`R STRUMRE AND BARREL. DURING RING SEOpAM TRAP CONST WIiON. RISER STRUCTURE AND
BARRED. TO LSE PLUGGED SO TT>*AT 5I1ORM WATER RUWFF DOES NOT FLOW THROUGH THE SfRt1C1URE DURING SITE COktSTRUCITON 01PIERATTONS, REMOVE: PLINK:
OMX THE SIDE IS STABVM AND NC OENR NNSPECTOR APAROWS REMOVAL OF TEMPORARY EROSION WASURM
B. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTLIgES
7. STOCKPILE NIP -TRAP ON SITE AND INSTALL ALL OTHER EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. THE CONTRACTOR SHALL NOT INSTALL
EROSION CONTROL MEASURES IN AREAS WHERE THE WORK WILL NOT OCCUR FOR SOME TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY
THE ENGINEER CAR UPON RECOMMENDATION OF NCDENR INSPECTION PER90NNEL AS CONDITIONS WARRANT.
9. IN AREAS WHERE IT IS 140T FEASIBLE TO INSTALL EROSION CONTROL DEVICE'S. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED BY THE CONTRACTOR WITHIN
THREE DAYS OF INITIAL I55iURIBANCE• TEMPORARY SEEDMNG SHALL BE REQURi M ON ALL OTHER AREAS TO BE DISTURBED FOR A PEF400 OF 10 DAYS OR
LONGER.
10. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISI•RED GRADE.
11. UPON COMPLETION OF THE INSTALLATEON AND WITH APPROVAL OF NCOENR, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER. EACH SECTION SHALL BE SEWW AT EARLIEST POSSIBLE DATE AFTER INSTALIATION OF PIPE, STRUCTURE, DR ACCESS. COORDINATE WITH
THE EROSION CONTROL INSPECTOR PF40R TO REMOVAL OF EROSION CONTROL MEASURES.
12. ONCE GROUND COVER IS FIRMLY MIABLISM, ALL TRIAPORRARY EROSION CONTROL MEASURES Stall BE REMOVED WITH THE APPROVAL OF NCDENfi INSPECTOR.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
NC00T, U.S. DEPT. OF AGRICULTURE, AND DAME COUNTY STANDARDS.
lxl"Gl unu uVVLl% FVhwuMk;ML1N•1•6:
THE MIGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER TKQ4 THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL IDEVI= OR SIWXTURIM IN ANY EVENT, SLOPES LEFT OPOSED WILLWITHIN 21 CAL,ENTDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING.
LIE PLANTED OR OTHERWISE PROVIDED WTTH TEMPORwy OR PERMANENT GROUND COVER. DEICES. OR STRUCTURES SUFF9NENLT TO RESTRAIN EROSION. PROVISIONS
FOR PERMANENT GROUNDGOVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPtMEID FOR ALL DISTURBED AREAS WILT W 15 WORKING DAYS OR 90 CALENDER DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
NN
jt
i J:Y307 ,--I
REFER TO SHEET C-9FOR SEDMW BASIN DETAI K.
TRAP fa
DR04AGE
D AREA D
Q+m
LCEL (�FTr
(F6)
(F&)
(FEET)
)
(FEET)
FT. FT:
5Q I T.
5Q FT_
H 2
Sl f)fiilE711T
law
1.2
1.2
4.2 OFS
4,320 4,420
r,193g
1,860
1.65A'T
3,#7
10PT
1.5F1'
SFT
7FT
BOTTOM
SEDIMENT CLEANOUT
TOP
SPILLWAY
STORMOM.- POND TO BE USED A$_ T9AWARr SN;WAfW BASIN IiUNR W
ONION
DIMENSION
ELE M 10N
.U414AAPHEiIFT
GOMlS IRDICtiO[N. A CCUANIIULT ANT TO BE REA40VED PRIOR T.T;T FINAt. CONSTRUCTX)IN 10F.iiET PDf1M
834.0
835.7
O 838.8
837.3
Priax Properties, LLC
EROSION CONTROL NOTES:
1065 E. Morehead street
I. TOTAL AM DISTURBED - 1.4 ACRES.
4th floor
TITER + 1ACHES.
TOTAL SITE CL
501E 7YRI+E LB2 CUFFOFFO RD SANIDY CLAY LOAM
Charlotte, NC 28204
2. UNLESS OTHERWISE INDICK[E i, ALL VEGETATWE AND STRUCTURAL EROSION AND SEDIMENT CONTROL ME4SURES SHALL BE CONSTRUCTED MID MMwTAINED IN ACCORDANCE WATHI
//
THE MMO M STANDARDS AND SPECIFICA QNS OF THE NDRTH CAROLINA EROSION AND SEDIr1ENT CONTMX HANDBOOK.
(704)3"-7229
(7Q4)344--8288
3. THE CONTRACTOR %0" INSTALL AM MAIjTAN THROUGHOUT THE PROJECT 0ONSiRUCTION ALL EROSION CONTROL. MEASURES SHOWN WITHIN THESE PLANS IN ACCORMAPM
WITH AIPPLICALLILE NORTH CAROLINA EROSW AND SEDUM CONTROL. fWULAMON5.
4. ALL p CONSTRUCTION WORK SWU BE IN COMPLIANCE WITH REGULATIONS OF THE NATTOMAL POLLUTANT txscL•LAI a BiMBNAIION SYSTEM (HOODS) STORM WATER GENOAL
RRYISIONS-
3. ALL V=ION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEAIRMN6 /AID/O3R LAND DISTLNOWL
8. A COPY OF THE APPROVED EROSION AND ANT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED 'ON THE $ITE AT ALL. TES.
7. THE CONTRACTOR SHALL DI IGMY AND CONTNX)USLY MAINTAIN ALL EROSION CONTROL DEVICES AM STRUCTURES TO MINSM EROSION. THE CONTRACTOR SHALL MAINTAIN
CLOSE CONTACT WITH TK NORTH CAROLINA DEPARTMENT OF D VNON 09 AND NATURAL 03OURCE'S OMCDENR) EROSION CONTROL INSPECTOR 50 TENT PERIODIC IN9ECT10MMS
CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
S. APPROVAL OF THIS PLAN IS NOT AN AUTHORUATION 70 GRADE ADJAIXNIT PROPLsY: TES. WNW FIELD CONDITIONS WARRANT OFF --SITE
•^�- •. ..,.., ....
OBTAINED FROM THE AFFECTED PROPERTY OWNERS. A REVISED PLAN SHOWING OFF -SITE IMPAACI'S SHO" 9E SUBMITTED AND APPPRIOR � E GRADM.
CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL. EROeSW CONTROL MEASURES ARE #WALLED PRIOR TO OFF -SITE GpAMNG.
A p m Y;' w S t, r m wa t � r Permit 70Cu_m_e_nff_
__;
• ri '- " trese documents is
9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT UINTED TO OFF -SITE BORROW OR WASTE
D wa, ,,r
required it the :.tthe sto er p,!L, t . t . Oro i
ire ti,a1 the st rm�vr;rer system designer
AREAS. STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL R m To THE OWNER FOR REVIEW AND .Tip
NCDENR REGIONAL OFFNCE FOR APPROVAL CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE pAYM1ENT. THE
Inspect during 777777777. r •..; ;
CONTRA" SHALT, PROME THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
s and ecs. and cetr��y co��pliar,re with the
10. EROSION AND S DMNT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE e;KaeL:D AFTER EvEI;Y RAINFALL
stbrnkwater rues � _
S+�/ o o°! u 3 7� i e 9 2-
SEWED AREAS SHALL BE CHECKED ROMARLY AND SHALL BE WATERED. FERTILIZED,c
RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
Civision of , ate au li
by_�_�,�� _._ _ ...---'` 1ty
11. STABIMTION IS THE BEST FORMA OF EROSION CONTROL ALL DISTURBED WHICH ARE NOT OTHERWISE STl BKM SHALL BE TOp SOILED AND SE$DDED, TEMPORARILY OR
T -
PERMANENTLY IN AOOORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATION & PF3WAANENT' SE$DMiG AND GRASS ESTABLiSHME IT IS REQUIRED PRIOR TO
PROJECT COMPLETION AND ACCEPTANCE.
12. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21 CrM.ENQAR OAYS FOLLOWING COMPLETION OF ANY PHASE OF GRAMNG. PERMANENT GROUND
FORAL DM URBED AREAS SWILL. BE PROVIDED WITMIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WMfC VER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION.
LAYOUT COORD: MET,
13. I O LONGO NEEDED PEED TEMPORARY EROSION AND ANT AANDDTTHE SON. AREA RESkILTMEASURES 34ALL BE REMOVED M N21 FROMiM THE 0SPOSITIONWRR NOOF�� � PTHE iE�A�NTLY �
PLANNING MGR. WL
TO PREVENT F'URTHO ERDe$iON AND SEDIMENTATNON.
14. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT
SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRMI5PORtO TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL IE ALLOWED ONLYAFTER
DRAYUG BY: MEL
9ECNNT INREMOVIED IN THIS MANNER.
BATE: 8/81/09
15. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE WAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED AMID THE SDEL BY CONSTRUCTION TRAFFIC. IT SHALL BE REPLACED
WITH A DEPTH OF STONE FAIDAt. TO THAT OF THE ORIGINAL. APPLICATION.
16. TEMPORARY GRAVEL CONNSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATNOHS INTO
JOB NWER: 000004
NON -PAVED ARRE& TWO TO THREE INCHES OF STONE SHALL BE USED FOR THE TEMPORARY GRAVER. CONSTRUCTION ENTRANCE.
T11l�I.E.
ION.
17. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATINEFFECTIVE PROTECTION DEVICES SHALL LIE IMMEDMTELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT
AN AOCEPTABLE METHOD OF CLEANING.
E R O S I O N
N3. DURING OONSTRUCT10N OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MMM. THE APPLICANT IS RESPONSIBLE FOR
THE TEMPORARY PRoTIECf10N MID PERMANENT STAiWULATNON OF ALL SOH. STOCKPILES ON SITE AS WELL AS SOIL INTTENi GOLLY TRANSPORTED FROM THE PNiMCT SITE
'T�R�TL PLAN
olv
19. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES. SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SIT SHALL BE AS A FIRST STEP IN ANY
LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPST_OPE LAND DISTURBANCE TAKES PLACE.
SHEET NUMBER:
20. ALL OtMRBW AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DSVELC PMENT UNTIL
FINAL STABILIZATION 15
C-5
21. DURING DELA1ATE RING OPERATIONS. WATER $HALL IE PUMPED INTO AN APPROVED FILTERN4 DEVICE MM TO DISCHARGE TO IECNOIMIG OUTLET,
22. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER RU NOFF-PRQDUCINfG EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE E ROSTON CONTROL DEVICES SHALL BE MADE IMMEDIATY LY.
Colflam:
2& AL TEMPORARY 00SON CONTROL MEASURES SWILL BE REMOVED BY CONTRACTOR ONCE STAB LRATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS
DIRECTED BY THE EMS. NORTH CAROLINA DEPARTMENT OF EITN OHIENIT AND NATURAL RESOURCES FINAL APPROVAL IS REQUIRED.

0}(7L1(W-
ACCESSID[. E 2689IN2 SIGNAGE NOTES:
I. 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'—O"
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 33OR (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND
LAYOUT.
20 ASPHALT WEARING COURSE
(NCDOT SUPERPAVE SF-9.5A
OR EQUN-1 FNT)
8" COMPACTED AGGREGATE BASE
(NCDOT AGGREGATE BASE COURSE)
COMPACTED SUB GRADE
Cl- STANDARD DUTY ASPHALT DETAIL
w
W SCALE: NOT TO SCALE
U
Z
O
:" ASPHALT WEARING COURSE
U
SF-3.5A
OR
EQUIVALENT 3AVE
^--- 2" ASPHALT BASE COURSE
`NCDOT SUPERPAVi 8-25.0B
OR EQUIVALENT)
_~-_I
8" COMPACTED AGGREGATE BASE
_
(NCDOT AGGREGATE BASE COURSE)
0
cn
Q --
COMPACTED SUB GRADE
HEAVY DUTY ASPHALT DETA'1L
SCALE: NOT TO SCALE
REINFORCING AS RECOMMENDED
SY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
a - ° a
� a
d x
5" 3,000 PSI CONCRETE
4' COMPACTED AGGREGATE BASE
JF—
z
COMPACTED SUB GRADE
Llj
W STANDARD DUTY CONCRETE DETAIL
<
SCALE: NOT TO SCALE
0
LLB
�--
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
•14
g
Z `� �` e
Q
6" 3,000 PSI REINFORCED CONCRETE
6" COMPACTED AGGREGATE BASE
s
COMPACTED SUB GRADE
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
1 PAVEMENT DETAILS
C--7 NOT TO SCALE
r
1
PAR IM $Y
DISAB M It
tmtr OZ
ONLY .�
UP TO SM FlNE � R
F.S.316. I= to
STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
\- PROVIDE ADDITIONAL SIGNAGE
BELOW THE HANDICAPPED SIGN AS
REQUIRED PER REGULATIONS.
6" DIAMETER BOLLARD
BOLT SIGNS TO GALVANIZED METAL
�I q PIPE COLUMN.
~ � CONCRETE BOLLARD
PAINTED YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN.
MIN.
HANDICAP PARKING SIGN DETAIL
NOT -TO SCALE
SAWCUT JOINT — FILL
WITH SELF LEVELING
ELASTOMERIC SEALANT
NOTE: SEE SPECIFICATIONS FOR
SPACING REQUIREMENTS
�---.--.tea
N .-
cv
41
GREENSTREAK PAVING CAP SEAL
PROFILE #610 — .SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
TYPICAL _, XEMSION JOINT
5 CONCRETE JOINTS
C -- 7 NOT TO SCALE
610—off
I F
CONTRACTOR TO 42" TO FACE OF BUILDING
COORDINATE IXACT
71
O EAR HOLE SIZES
A
ANDDLOCATIONS ASPHALT PAVEMENT
STANDARD WITH WHEEL STOP
BOLLARD MANUFACTURER. In Vi
PARKING SPACE WITH H.C.
STRIPING PARKING SIGN
1:10 MAX R
SLOPE Oa . ^� 3/4p 1" DIA. 14OLE _
18" #3 REBAR. FILL HOLE WITH SLURRY
MIX OF NON —SANK GROUT AFTER { III
�REBAR INSTALLATION. PAINTED
I
M p,'
sLOPE `3 '� �� 6 WHEEL STOP
;s - soLLARD �.o s C -7 NOT To sew
.
WITH H.C.
ACCESS AISLE PARKING SIGNAl
11t Q
41
04
—_ ...._
* CANOPY REMOVED FOR CLARITY
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
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 ACCESSABILITY CODE.
5. ALL. CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATE€? 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 ACESSIBIpTY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION.
H.C. SHOPPING CART RAMP TO
CENTERED ABOUT THE FRONT
1:10 KW.
BOLLARC
HAN
PARKING SIG
REQI
BOI
PAINTED YE
4 HANDICAP PARKING DETAIL
C--7 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;10 MAX. SLOPE PAINTED YELLOW
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4" PAINTED STRIPES -- HC BLUE
COLOR 0 24+ O.C, AT 45 DEGREES.
4" PARKING SPACE STRIPE.
BLUE COLOR.
STANDARD HANDICAP PARKING
SYMBOL PAINTED ON PAVEMENT.
BLUE ODL.OR•
ALL HANDICAPPED RAMP AND ACCESS AISLES
SHALL MEET ALL CODES AND ADAAG
REGULATIONS,
REPORT)
CONTINUOUS lA� �l��t"ftdN.1c�q�r�
BOTTOM)REBAR (TOP AND �t NYYI�rrr�l��A,"
': DGE CONCRETE SIDEWAIM
C-7 j NOT TO SCALE
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWAY
9'-0" (MIN) WIDE
TURN —DOWN STYLE
CONCRETE SIDEWALK IN
FRONT OF BUILDING —
SLOPE AWAY FROM
BUILDING
_ a.° • i
r8_4
SIDEWALK DETAIL
C--7 NOT TO SCALE
Appnovi-d Fotklf Per'rnit Documents
Construct_: r, i.inese documents is
required n, 'c',�- ;'c.rmv, ,g* c,-'",it North Carolina
rules ra_i;i, I'; t+hE::;Fr nn :> r• aysten designer
Inspect rtvr�.=�, con.' n,� a.,;, c_s,ninrm ty with the
plans an:3 : ,ers; an ',. p',;ance with the
stormw,ater n�irls. j I :Sly, A,['.i1008 (i 1
Permit #�"_Q4To9�3- I':ate 7 Z 0�
n of at rquality
th3�1 #_ ..0 kti lnn Date
4SPHALT PAVEMENT
COMPACTED STONE
BASE
COMPACTED SUB BASE
14 "�
rII i� r
1�.JW�x
FCONSUTAK:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
(919)553--6570
sync:
tie♦♦ '�� �'��Q `��'�
♦ �+�+osoo+�y �/ ,ri
{yam tic)
�_
SEAL 31
24444 f
�* � � "�Qo.• Qom`.
GINS.
♦ I
r,
LAYOUT COORU: MEL
PIANNING MGR. MEL
DRA'IBNG BY. MEIa
DATE: -18/31/09
JOB NUMBER: 000004
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-7
COMMENTS:

-Vy--i
4`
CONSULTANT:
B
d
6" DIA.
STL. CONC.
FILLED
GATE POST
L 2" x 2" x 1 /,4"
FRAME AND CROSS
BRACE
- :ix6" TREATED
GATE HINGE
GATE POST DETAIL
•
°4
4 +
II'
FENCING
a r 4 -
ra 4 e�
•
• • .r 4
n d
c' 4
DOUBLE DUMPSTER LAYOUT DETAL
A
BACKFILL TO TOP OF
12'
ASPHALT
PARKING LOT
x
a
n
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI
IN 28. CONFIRM WITH GEOGRAPHICAL LOCATION OF THIS
PARTICULAR PROJECT.
2 CURB/GUTTER DETAIL
C 2 S NOT TO SCALE
2" x 4" HORIZONTAL BEAM
---'4"x4" END POST
"�- 6" DIA. STL. CONC.
FILLED GATE POST
B
DOUBLE GATES
18'x18' CONCRETE PAD
(HEAVY DEITY CONCRETE)
1. ALL LUMBER TO BE PRESSURE TREATED.
2. WOOD FENCE TO BE PAINTED OR STAINED TO MATCH BUILDING. FENCE AND CONCREi L.
SECTION A -A - IEUCE SECTION
SLEEVES 6"
"•— 6" DIA. STL,
CONC. FILLED
GATE POST
SECTION B-8 DQUILE GATE
1 DOUBLE DUMPSTER DETAILS
C 8 NOT TO SCALE
�- 1/2" STEEL
DROP BARS
1" DIA. PVC
SLEEVES 6" LOP
NOTE.
SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
CONCRETE WASH DOME - PROVIDE SMOOTH, All
ROUND SURFACE
4" PIPE - CONCRETE FILLED. REFER TO
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--_
ENCASE EACH POST
IN CONCRETE
STEEL HINGE
f— 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.
1. t
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
TYPICAL BOLLARD DETAIL
NOT TO SCALE
LINE P�
3'-6" MIN. �30(TYP.)
GATE OR
CORNER POSTS 4 TIMES POST DIA.
CHAIN LINK FENCE AND GATE DETAIL
NOT TO SCALE
R/
v;.-n" uAy
EXISTING SOUTHBOUNO EXISTING NORTHBOUND
PAVEMENT PAVEMENT
(WIDTH VARIES) (WIDTH VARIES)
U.S. HIGHWAY 601 - TYPICAL SECTION
NOTE:
1. WORDSANDARROWS FOR ORKWAYS S L
AS OUTU D IN ENN 3B NI S
"
UNIFORM TRAFFIC CONTROL
2. THESE WORDS AND ARROWS ARE TO OF
PAIWED ROUCTM WHM.
4 PAVEMENT MARKINGS
C — 8 NOT TO SCALE
6 STOP SIGN DETAIL
C--B NOT TO SCALE
A�
1.5" S--9.5C
2.5' 1-19.00
6" B-25.00
2'-6" CURB AND GUTTER
5FT CONCRETE SIDEWALK
Triangle Site Design, PLLC
165 Trantham Trail.
Clayton, NC 27527
(919)553--6570
SEAL:
RMONS:
INIUM
�,.et»tre�irr�i�
Ess
+4zn
SEAL _
24434
e
MN �o
I
'SST
Approv' , , �, c;r,�, �,:,:tnr :Pe, snit Documents
Consiru, t,s = �cor•���,c� �::.`• ;,ese documents is
required by i :� sto�mwa€.�.; �,=rn;�t North Carolina
rules require that the slorr,,,.F system designer
In,,pecf dur+ng rc s v (0r,fGrmity with the
Plans alm% p rs: anw€th the
stornrvater rules f t�A rat, �;� ;prjgljl)
Permit # � /169 my 3 Date 4�Z_/'�'7_
by .-.-�}Z�P vision of al Q ali
tY
LAYOUT COORD: MEL
PLANNING IM MEL
DRAYNG BY: MEL
DATE: 8/31/09
JOB NUMBER: 000004
TPfI.E:
CONSTRUCTION
DETAILS
SHEET NUMBER:
PRINI&X C-8
PROPERTIES, PLC COMMENTS:

�C
-- LOW) 1 RIP RAP (SEE SECTION THRU BASIN
� �B M
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
-
RIP RAP HEADWALL „'
�� urur
y - 2 -3 STONE TO BE USED' 20' MIN
�•�� ' -: EXISTING . (SURGE STONE OR RAILROAD,
#5 WASHED STONE. 1'-0" THICK x 3'-O" ROADWAY BAI LAST); :.
,I GH [mum
-owl flflflfllflfl
AREA
4-
f /,�% % % ` �`�•
� .FLEW VIEW
O 35' MIN.
PERSPECTIVEy!_EVrI
NO SCALE EXISTING ROADWAY
AREAS TO BE DISTURBED SEDIMENT STORAGE
RIP RAP �^
(CUT, FILL. ETC.) FLOOD STORAG2E ZONE HEADWALL , . +•
6" MIN.
PIPE
FLOW 1 £"` INVERT NATURAL GROUND l
1.5 FLOW —•-
1. - FABRIC UNDER STONE
- MAXIMUM SEDIMENT DEPTH CUSS 1 RIP -RAP Q OSS SEC110N
(CLEAN OUT POINT) #5 WASHED STONE
HORSESHOE INLET PROTECTION
NOT TQ SCALE.
NO7E5:
1. MANHOLES CAN BE CORED DRILLED
PAVEMENT
LESS THAN 18" ABOVE SHELF FOR 4" CLEAN OUT W/
WHERE
SERVICE CONNECTION. INVERTED SOCKET
APPLICABLE
BRASS CAP
2. COMPACT ALL BACKFILL TO 90%
STANDARD PROCTOR OR BETTER.
„
\ o
DITCH/$WALE
SEE `I
/ f' WHERE APPLICABLE
5CH 40
' STANDARD
ti
PVC
Tf3ACKFIL4 RENCH
SUPPORT 4" SCH 40 PVC SEWER
,.1 SERVICE ON UNDISTURBED SOIL
4" PVC 'Y1
WITH 1 /4" PER FT. MIN. SLOPE
GRAVITY
SEWER
8x4 PVC 'Y' TO ADAPTER & 45' BEND 4'
EXTENSION
MAIN i
(FOR D PIPE, USE GASKETED SADDLE WITH CAP
I E J t
1 I BY 'JOHN MANVILLE' TYPE PSM/PSP)
!
I I 4" SEWER R C NECTI N
32
SS-tCNIT4
z
3
YELLOW KENNEDY
5.25" FIRE HYDRANT
PROVIDE CONCRETE PAD,
SEE DETAIL. RECESS
CONCRETE 1" WHEN VALVE
COVER IS IN ROAD
PAVEMENT AREA.
STANDARD FIRE MDR
TOWN' OF MOCKSVILLE STANDARD
2-#3 BARS
FIELD BENT `
4000 PSI a '
CAST -IN -PLACE
OD
CLASS 'B' CONCRETE,-,."=.
PLAN 1 a" SO.
SLOPE CONC.
AWAY FROM
VALVE COVER GROUND
C"
, it
y r
"> 2" #3 8 kRS
C
m, GATE VALVE
$ECTIO
W---V
ALPD--MK
VALVE COVER
CONCRETE PAD
MOCKSVILLI~ STD.
W-FHYD-MK
HOG WIRE
(OPTIONAL)
4'
NOTU
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2.IFCONSTRUCTIONa THAT TH T
N THE SITES ARE SUCH THE MUD
IS NREMOVED BY THE VEHICLE TRAVELING OVER THE TOP OF SILT FENCt
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED MUST BE AT LEAST
ABOVE THE T(;0O
BEFORE ENTERING THE PUBLIC ROAD. THE WASHED
SILT FENCE
STEEL FENCE POST
-
NOTESCE
WIRE
i. EMOVE SEDIMENT
WHEN HALF OF STONE
HARDWARE LOTH .
OVW (S COVERED.
2. REPLACE STONE AS
NEEDED TO ENSURE
DEWATERING.
FALTER OF J57
WASHED STONE
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL fROrtT _VIEW
REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN STONE AND BURY WIRE FENCE AND HARDWARE CL -H
REPLACEMENT WITH FRESH STONE. STEEL FENCE BURY WIREFE FENCE,
POSFILTER FIC.
SET MAX 2' AND HARDWARE
APART CLOTH IN TRENCH SECTION X.1E W
4 CONSTRUCTION ENTPANCE
C--9 NOT TO SCALE
6'-0" MAX ON CENTER IF HOG WIRE BACKING IS NOT USED
;3'-0- MAX ON CENTER IS HOG WIRE BACKING IS USED
15' MIN,
MIN. is' INTO
SOLID
NEW CONSTRUCTION GROUND
3 SILT FENCE OUTLET
C--9 NOT TO SCALE
12" MIN.
EARLY SUMMER SEASON STEEP SLOPES
7TIONAL)
FABRIC
SLOPE
SEEDING
M0CI11RE
40 Ibs/bars of Gvn= ndM1
80 bs/aom Of tap fasbe
120 fts/cm Rye (grain)
B0 Mba bore tolE Taws
May f -August 15
october 25 - Iknmber 30
SEEDING
RefirObw It growth M not fft odequate.
Between Deosmbsr 30 - February is,
DATES
odd Rio I111e/410m of arwol Kobe Msindem.
/oM slim or oquhua *
awe straw or **OvWwvt
SEEDING
Apply tnw and tent IM Per soil test, or 20M
Apply Turf end fWfter per vas tab, or 2ODD
AM0#DMIM
beMRmestane ON 700 On/bane 10-10-10
fw
tfrr"W" and 760 Vn/acn 10-10-i0
TEMPORARY SEEDING SCHEDULE
GENTLE SLOPES
STEEP SLOPES
SEEDING
MOVUREe/acne
B(l IbIlewwwwo
d tall fellow
100 Ibalaars tag Nsoua
(0wwcg flood aftw A"ust 15)
10 Mbelaxe Kobe Mspeduua
I%Lfz MVAt 25 - Octa w
FAL1_,Wr st 2B - October 15
Left whiter: Fsbraary 15 - Aprt 15
Lots wTnbr: Fetwnary 15 - AWI 15
SUDII NG
To 09W W Wdr* 8000 p Into June, add
To extexi sprint sssftq Into %lum add
Don
15 bs/core hu W Bwimmk grass
i3 A /aam hated Baaiudwgre es
Ovemeeft of MOW Ippedsm aver fait-
Orarueft of It;ahe lapels" aver tad -seeded
seeded tall fascoe 4 wry effesNve,
to rescue is very aNaa ft
SEEDING
APPN Nms and fee titer per bop tt*@U. or 40M
Apply pr a and fartftw per soli taste. or 40M
AMIRCMEM
Rbs/oem knestane OW 1000 Its/oars 10-10-10
f /cam ftwWm and 10(5 Ib jcam i0-10-10
farttAhsr.
fart�osr.
EXCEED 1/4 ACRE AND NEVER
IN AREAS OF CONCENTRATED
NOTE 1
FLOW.
"
Ground Coves"-- Pr*bK rs mw mast be a1-10 1 on at disturbeda c an%Vk 21 dwmW days aflwyr
"
load 111 el odbft M ownptabd or has twnponarty +weed.
2. REMOVE SEDIMENT DEPOSITED
AS NEEDED TO PROVIDE
-�w �s 12' MIN. ANCHOR
NOTE 2
STORAGE VOLUME FOR THE NEXT
PRESSURE ON THE SILT FENCE.
RAIN AND TO REMOVE
o
> SKIRT
credal olap+e arA iffM__Protpok?" ewer a%* be aafabEeh.W on oil ram aw $ and fille *MM 21 aalendw bays bfftr
Ir d
N
,"
a 1>how of grading ca plc! or tee tern mmft ceased.
- BOTTOM OF WIRE FENCE AND
- FILTER FABRIC BURIED 8"
PERMANENT SEEDING SCHEDULE
5 SILT
FENCE
VERTICALLY AND 4" HORIZONTALLY
�_9NOT
TO SCALE
IN EXCAVATED TRENCH
SIDE _VIEW
SUPPORTSUPPORT POST
� ROPE 24' INTRO 9OTr0MM STAKE TOPREVENT
CONCRETE BLOCK
,�NSTRuom SPECIFICATIONS
SAGGING R SIDE WIRE
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON
---- ---
THE BOTTOM ROW TO AL40W 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
,I)EWATERING
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
-�
WAStjOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
COIR MENSOOLAk SLAKED OR
--�� -
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS
TREND O RNTO BOTTOM OR S9Z
`-�--
—�`
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.
30 WR/ AM
—• _� �bo�b
-
3. USE CLEAN GRAVEL,3/4-TO 1/2-#NCH IN DIAMETER. PLACED 2
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER
RACTOR
NOTE TO CONTRACTOR
------------- _
2:1
SLOPE, GRAVEL %TER
AND SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
REFER: TO EROSION CONTROL PLAN SHEETS FOR
WIRE SCREEN
SPECIFIC SEDIMENT TRAP DIMENSIONS AND SIZE
TEMPORARY SEDIMENT
REQUIREMENTS.
POOL
DI:WATERING
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
16"MIN.
16"
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,
SEDIMENT
DESIGN SETTLED TOR
g TEMPORARY INLET PROTECTION
C — 9 NOT TO SCALE
NOTE TO CONTRACTOR
REFER TO EROSION CONTROL PLAN SHEETS FOR
SPECIFIC RIP RAP APRON DIMENSIONS AND SIZE
REQUIREMENTS.
HUB ENO ON OUTLET a�,
END SECTIONS. SPIGOT i NATURAL GRADE
END ON INLET END
SECTIONS. E
RIP -RA
x 2'- jjjjjj� 2 2
�-'-•--- IF
D E P
STEEL BACK Rp�i�ii#iE mkt4��t11��1=iI�III
4" #5 WASHED STONE
PLAN 1 ` MIND L LAYER OF FILTER FABRIC
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
Cf NEL. 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 14AVE 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 95% OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE
ALLOWED.
NO QENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
r7'_
RIP--RAP APRON PRI
C — 9, NOT TO SCALE Pn A���MC+ , T LC
V FILTER FABRIC
ON GROUND
BOTTOM OF WIRE FEP E AND
FILTER FABRC BURIED W
VERTICALLY AND 4•
HORIZONTALLY IN EXCAVATED
TRENCH
yes
1. TEMPORARY DIVERSION DITCH TO SE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR BHP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3 Dif^- RIbt:OMI
SNALL 8E STRUCTED W14EN DAMAGED BY EQUIPMENT OR COVERED UT
FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING. MULCH WITH TIC.
AND/OR EROSION CONTROL NETTING.
WASTE MATERIAL. -COMPACT
SEED * MULCH AFTER
�2' MIN
CONSTRUC'ffON OF DITCH
VAR.
10'
12
.l
0. - 2.
12
SIR= ga4bI u.�:'!:
2 TEMPORARY DIVERSION
DITCH
C �_9 NOT TO SCALE
SEED ED PREPARATION
I. CHISEL COMPACTED AREAS AM SPIiE/1i} TOPRi L TiWtE1E INCHES
DO P OV17t ADVERSE SOle.
CONDITIONS. IF AVAIt.III M
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
2. RP THE ENTIRE AREA 70 SDI INCHES DEEP.
3. Rk'# 4 ALL MW ROM ROOTS AND MM OWP WDI)N% L6C W SL WMZ
RSMW&Y SMOOTH AND t#iIR10RM.,:'w;:'j
4. APPLY AGRICULTIIWLL LIME. FUnILI FR, AND CIE UWORMMLY AND MIL WITH
SOIL (SEE SEEDW MIKFUREj.
A- i'I*I M fV TE I AM I MM ■ 1AM I —M R %W� CHMA bCA� . nuef 1
.... �.. -.,...
SY PASS S'
BELOW SETTLED
TRIP OF DAM
2' TO 3.6•
NATURAL GROUND
J
NOTES.
R7LTER FABRIC x•7' MIN.
I. BAFFLE MATERIAL. SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
Pal NMN
2. MOST OF THE SEDIMENT WILL. AOCt1MWATE IN THE 1ST BAY,
WHiCH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
ENGTI I). PROW
3. PROVIDE � l USE TWA SCTIrRM N0 MET
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
�
5, TOPS$. BA�FF�FE�AiR
INSPECT t��YYI:EKANDTA�iETER�CH�RN�,1.
AREA UNDER EMBANKMENT SiiALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAY.
THE POOL AREA SHALL BE CLEARM
'THE FILL MIATER41L FOR THE EMBANKMENT SHALT. BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL.
AS OVERSIZED STONES, ROCIGg DRGANIC MATERIAL OR OTHER OB!£CTION�h9LE MATERIAL THE EMBAtMKMEHT SHALL
BE COMPACTED BY TRAVERSING WITH EQIIPMIENT WHILE BEING CONSTRICTED. SPiLLWAYS SHOULD NOT BE
CONSTRUCTED THROUGH FILL SECTIONS.
SEDIMENT SK*LL BE REMOVED AM TRAP RESTORED TO ITS ORW4AL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
TO ONE-HALF THE DESIGN DMH OF THE TRAP. RfA oWo SEOiM M SHALL BE DMOSTiED IN A MIABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE,
-
THE 'TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIR$ MADE AS NECESSARY.
CONSTRUCTION OPERATION SHALL BE CARIZE0 OUT IN SUCH A MANNER THAT i~RosjoN AND WATER POLLUTION IS MINIMIZED,
ALL CUT AND FILL SLOPES SHALL BE 20 OR FLATTER.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. AND MAY BE CONSTRUCTED IN ANY SHAPE
+ �t
PROVIDED THE MINIMUM STORAGE VOLUME REOUIRF.MENT IS MST. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
S a ,
FILTER AND THE VAN FIpW OF iMMATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIl jGONS,
REQUIRED STORAGE IS 36M CUBIC FEET OF STORAGE VOLI�E PER DENUDED ACRE. RECOMMENDED STORAGE 15 3l'AO CUBIC
FEET OF STORAGE PER ACRE OF DRAIN.A E AREA
INLET ZONE Est Celt 2nd Ceti WHET ZONE
M of basin 257E of basin 15% of
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
357E of
basin surface area surface area eurface breo basin sutfoo arso
WHENEVER TOPOGRAPHY ALLOWS. THE BASI'M LENGTH SHOULD RE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH iS LESS THAN TWICE THE WIDTH.
v,Cy,
CLEAN OUT STARES SHALL BE PLACED IN ALL SEOW.NT DNS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL
.Ply )M
BE MRRKED SHOWING THE HALF FULL, CLEAN OUT POiNT, OF THE BASIN,
SAFETY FENCiNG 3' HIGH SHOULD BE PTACEO AROUND ALL SEDtWNT BASINS.
BURIEDANDTREf CH ABRIC
FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAR4UNA DEPARTMENT OF ENMROHMENT ,
STEEL POST
HEALTH, AND NATURAL RESOURCES, EROSIONAND SEDIMENT CONTROL PLANNING AND DESIGN WM LL
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT VOLUME STOKED REQUCES THE TOTAL BASIN STORAGE
VOLUME TO ONE-HALF THE ORiIGiNAL CAPACITY. REMOVED SEDIMENT SHALL BE DEPOSITED iN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
bNCAN�
BACKFtLEE
COMPACTED
1
1
THE BASIN $HALL BE W' PECTED AFTER EACH WAIN MADE AS NECESSARY,
ALL CUT AND FILL SLOPES SHALL BE 2.1 OR FLATTER.
EMBANKMENTS SHALL BE SEEDED OR OTHERWISE STABILIZED fMMEOIl my UPON CoMP1 .
SECTION VIEW 61
1 SEDIMENT BASIN
C �- 9 NOT TO SCALE
Ccr� r n ese documents is
rule require I.i ai the storn7,r:.->,-r system designer
pans Ian syacs; and cer?;`y r,C''i piiBnC..E? with the
slormwater rules. ! 1 C� r.;,a.r,. �;j a
Permi? tr C)O_ -> U
iv u 10
Sheet #_ C - `4-vision pate 1 702
LAYOUT COORD: MEL
PLANNING 110. MEL
DRAWING BY: MEL
DATE: 8/31/09
JOB NUMBER: 000004
a w:
CONSTRUCTION
DETAILS
SKEET NUIM:
C-9
COMMENTS:
/•
.. -.... ..` s.. �. - I ., f�r,. :'ti ',': "t;'1 , i ,s •.•I .1t .{Sxf !t

1. •r �, If -- '� il__�.':s -. i. :�. it lbs.. ._'_•-'�'!}f'.
RIP -RAP APRON
SEE SIZING CHART
THIS SHEET
15' HDPE WM WATER TIGHT SEAL
PIPE TO BE BODED
PER DIRECTOOI OF GEOTECHNICAL
ENGINEER
3
FLJkRED END
INV-836.3
3' MIN
APPROXIMATE SIZE
EXCAVATE AND BACICFILL
WITH COMPACTED
STRUCTURAL FILL AS
DIRECTED BY GEOTECH141CAL
ENGINEER
25'-15"RCP 0 0.8'9
_ 8' MIN
DAM WIDTH
q
5,0'x5.0' SEEPAGE
COLLAR. SEE
DETIAL.
5'
j" ALUMINUM
ANTI'- Ril~X PLATE
INTERMEDIATE WEIRS
REFER TO DETAIL
3
�� 1
10
1OFT LITTORAL 1
1 ASTM ., ',t23 SEAL
BETWEEN BARREL &
4' MIN. RISER. RISER BASE
KEY TO BE FILL9D WITH
CONIC, O INVERT
OF BARREL
8"X8"X1"x12" 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" Dtk X 12' LONG FROM ANGLE TO
BASE. ANGLE TO 13E FIELD COATED WITH ZINC RICH
PAINT AFTER CONSTRUCTION. "J" HOOKS TO BE
PLACED UNDER LOWER REINFORCING STEEL.
R112-HAE!O PIMEN9109
REFER TO SHEET C--8 FOR RiP-RAP APRON DETAIL
STRUCTURE
0f1s1
E
t
P
DIA
STONE
THICKNESS
STONE
VEL.
REMARKS
POND OUTFALI.
2.9
.T 8'
7 5'
8 8'
15'
22"
CLASS 8
2.0
AfWN. TAN.WAT ER
CON9EU S&EPAGE CO"
SCALE; N.T.S.
1 ) STORMWATER MANAGEMENT SYSTEM DETAILS
C- j p JNOT TO SCALE -
REMOVABLE TRASH RACK
W/6` OPENINGS FROM 1/2" ALUM.
BARS. ANCHOR TO RISER TOP OF DAM ELEVATION-839.0
50 YEAR STORM ELEVATION-837.98
TOP OF RISER (EMERGENCY SPILLWAY) ELEVATION-837.9
10 YEAR STORM ELEVATION-837.8
1 YEAR STORM ELEVATION-837.43
INTERMEDIATE WEIR ELEVATION-837.1
s---- - 4'x4' PRECAST
CONCRETE RISER
(INSTALL STEPS FREEBOARD = 2.5 LF
AS NECESSARY)
....... _... i C7 NORMAL POND ELEVATION=836.5
1.0" PVC ELBOW
SEE DETAIL
NOTE: PUMPS SHALL BE USED TO DRAIN
3 THE POND WHEN NECESSARY.
`- - CONCRETE SHALL
BE PLACED IN
RISER AFTER
ANGLES ARE
SECURED TO BASE
AND RISER.
6'x6'x1' CONC. BASE REINFORCE WITH #4 BARS AT
12' O.C. TOP AND BOTTOM OF EACH DIRECTION
PROVIDE 3" MIN. CLEARANCE BETWEEN EDGE OF
CONC. AND STEEL REINFORCING.
eBOFJLE Qf WET PONQ DETENM.
SCALE: N.T.S.
#4 RESAR ® 12" OC
IN FRONT Se REAR FACE
OF COLLAR. REBAR TO
HAVE 3", MIN. CONC COVER
FROM EDGE OR FACE OF COLLAR
NOTES.
I. ALL CONCRETE TO BE 3000 PSI
NON -FLY ASH
2. APPLY 1/2' TFJICK 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--0-28222-75
TYPE 1.
BOTTOM OF POND (TOP OF SEDIMENT STORAGE)-831.0
SPECIES
SPACING
SIZE
SOFT RUSH
12" O.C.
PEAT POT
SOUTHERN BLUE FLAG IRIS
24' O.C.
Pf T POTI
SQUARE -STEM SPIKERUSH
12" O.C.
PEAT POT
DUCK POTATO
24" O.C.
JOE-PYE WEED
12" O.C.
PEAT o_rr_
POOL)
■ f lir!.! �! w 1 � ■�la•: 3.7.5+"i'14•71I:� 1 [�J \! �F •7 ►:� 1
FOREBAY
3
10FT LITTORAL
1 � SHELF 4' GRASS FO 0.6
WEIR AT 083
W1•'I e•.' I . 59-1•1
i "1
ti;
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.
FORESAY TOP - 837.5
TOP WIDTH - 3FT
FOREBAY BOTTOM
ELEV-833.O
BOTTOM LITTORAL SHELF ELEV.
ti
BOTTOM OF SEDIMENT STORAGE
ELEV-832.0
NOTE: PUMPS SHALL BE USED TO DRAIN
THE FOREBAY WHEN NECESSARY.
TRASH RACK NOT SHOWN FOR CLARITY
(2) 24' WIDE x 4' TALL OPENINGS REQUIRED
i'
Op aP RJR
1.0" PVC TEE1rg77pM
JOINT G?9
69TLr
Hump
�M f
z4�
i itat WEIR
SCALE: N.TS.
North Carolina stormwater rules require annual inspections by the, regulating agency of wet detention
ponds as a minimum, More frequent inspections by the farad owner or pondoperator ore strongly
encouraged to ensure the proper operation of a wet detention pond. North . Corolino Department of
Environment and Natural Resources con 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 rock, 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 rock, 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
I. Inspect the collection system (i.e. catch basin, pipes and grass awaits) for proper functioning.
Clear accumulated trash from basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting. replace rlprop 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 depti at various points in the pond. If the depth is reduced to 75X 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 ore 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 Deportment if seepage is noted.
5. Remove deposited sediment along vegetated filter strip and concrete lave] 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 regrade
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 grass 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 shali 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.
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail
Clayton, NC 27527
[phone]
�I sEat:.
�ylktlifll lf/!j�
� �y\ CARp,
«? Oi YV 10�Q«p i.
S
Se 4z,
SEAL x
24414 I 1=
-Ell.tci
C}
M..
Q Z
t4
0
;J
r
Q
OWWW oPER.
Primax Properties, LLC
1065 E. Morehead Street
4th Floor
Charlotte, NC 28204
[phone]
[phone]
REVISIONS:
A €r:•-.•',_ ! ' '�•'�� err r� n;.
onsrr'J;ac�. aca7d2�c>_ documents is
required rna. North
squire n:a: _ne or ,,, �, ,,Jsterr designer
Inspect diij, rrIg cnrstrki t ;r conformi.
a , n cef 17 f.. ;,,„anca with the
stormwater rules Permit r a 1
# rato L 647
Mow 0
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAW NG BY: MEL
DATE: 8/31/09
JOB NUMBER: 000004
Irm-E: STORMWATER�.,:...,:.
MANAGEMENT
DETAILS
SHEET NUMBER:
C - 10
COMMENTS:
'-Yt �.. _-. ._ - t- rr-i--• -,,T- „-. �T v--.
� . J r: :i :r ., {.i 1.,.; rr .f. i + .i 1'�� •1 Ir7 .� _ ..l r: ... J., q...

l
LANDSCAPING NOTES:
GENERAL LANDSCAPE NOTES
I. CONTRACTOR SHALL BE RESPONSIBLE FOR CQIAPLgNG ALL OE(RED LANDSCAPING AND 10GATION FOR THE ENTIRE WTE, TO INCLUDE BUT NOT LWW TO:
1- ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS. OR MULCH SHALL BE SEWED LAWN, RFFt TO SITE PLAN FOR LOCATION OF ARIAS TO BE
SODDED/SEEDED AREAS, SHRUB BEDS, PARKING LOT ISI,ANDs. )ADSIDE SIGN BASE(s) AND MOTNUMdIT KANTERS.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ONANCES FtGARDMNG LANDSCAPING.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
3, IT IS THE RESPONSIBILITY OF THE CONTRACTOR Tb ESTABUSF HEAL.TH1' STAND OF GRASS ON ALL SEEDED AREAS.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRkMHE CONTRACTOR SHALL INSTAL t, MAACK FAQ WEE BLOCK LANDSCAPE MESH UNDER THE MULCH TO
4• ALL PLANTINGS SHALT, BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYK OF MULCH. ALL TREES
PREVENT WEED GROWTH,
AND SHRUBS SHALL BE PLANTED IN MULCH BEDS AND SWILL BE SEPARATED FROM TURF GRASS AREAS.
S. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL TMIT IS FERTILEFRIABLE, WITHOUT MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL DRAINED, AVAILABLE
`. GRASS COVERAGE TO DOEND FROM PROPERTY LINES TO BACK OF CITY SIDEWALKS ANp/OR CURBS.
SITE, IT SH04U NOT CONTAIN SUBSTANCES WHICH MAY BE HAWU4 TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND ,FREE FROM. CLAY, LUMPS, STONES, ROOTS,
PLANTS, OR SIMILAR SUBSTANCES 1' OR MORE IN DIAMETER, VM, OR OTHER OBIIECTS WHICH MIGWT BE A HiNDERANcE TO PLANTING OPERATI NS, TOPSOIL SHALL
B• MINIMUM TRITE SIZIE AT PLWnNG IS 2' CALIPER (FOR SINGLE STEM TREES). ALL MULTI --STEM PLANTS MUST BE TREE FORM. MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8
CONTAIN AT LEAST 4-6% ORGANIC MATTER BY WEIGHT AND M^VA PH RANGE OF 5.5 TQ 7.0.
FEET 'T*L
8. CONTRACTOR $HALL OE RESPONSIBLE FOR THE wiiTERENG AND tE M9N1tKWCE OF. ALL LANDSCAPE AREAS UNTIL THE LATER OF; (o) THIRIY (30) DAYS FOLLOWING
7, ALL. STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL. PRIOR TOO BACKFILLJNG PLANTING PIT. REMOVE TOT' 1/3 OF THE
THE PLANTING OF THE GRASS AND SHRUBS. -OR (b) THE DATE uAt DOLLAR GtNERAL OPE14S FOR BUSINESS TO THE PUBLIC.
BURLAP' FROM ROOT BALL,
7. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSUCTIOIN DID AND RAKE ALL GRAM AREAS.
a. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 1S- NEW TOPSOIL, OR TILL AND
8. ALL LANDSCAPING, TREES, SHRUBS, ETC. SIiALL NOT iNTERFEFgINIfti THE VISE ILITY OF DOLLAR GENERAL SIGNAGL:
AMEND THE TOP is' OF EXISTING SOIL. TO MEET TOPSOIL./PLANTING MIX STANDARDS FOR TREES.
9. CONTRACTOR T4 VERIFY QUANTIITIES PTIIOR TO COMMENdm w%
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS,
CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
10. EDGING SHALL BE PROVIDED BETWEEN PLANTING BEDS AND L1N AREAS,
10. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UnLMES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE. GAS. WATER,
19. OPEN AREAS WITHIN PLANTING BEDS SMALL BE MULCHED.
PHONE, AND EIECTRiCAL LINES.)
11. ATMMOiN LANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW TREES.
12. NO LIGHT POLES ALLOWED IN PLANTING ISLANDS CONTAINING TREES.
MASTER
PLANT LIST
TYPE
SYM./KEY
BOTANICAL NAME
CdMMON NAME
CALIPER
HEIG
SPREAD
ROOT
SPACING
OTHER
AR
Acer Rubrum 'October GIOW
October Glory Red Maple
2"
8' MEN
B&B
AS SHOWN
IN
Ilex x 'Nally Stevens`
Nelly Stevens Holly
1.5"
5' MIN
B&S
AS SHOWN
TREES
MS
,
Magnolia x souiangidna Little fern
Little Gem Mb$nolia
2 "
S' MIN
B&S
A5 SHOWN
QS
Quercus shumardli
Shumord Oak,
2"
8' MIN
an
AS SHOWN
U
L.agerstroemia indica 'Muskogee,
Mudkog*6 Crape Myrtle
1.5"
5' MIN.
B&B
AS SHOWN
3-5 stems
IC
Ilex cornuto 'Burfordi nano'
Dwarf Byrfard Holly
30" MIN
CONT.
5' O.C.
SHRUBS
ICC
Ilex eornuto 'Canissa'
Cadeso Holly.
24" MIN
CONT.
4' o,c.
RI
Rhaphloleple x delocourii
India HoWthorn
24" MIN
CONT.
4' o.c.
MC
Mylrico cerifere
Southern, Wax Myrtle
24" MIN
CONT.
5' ax,
COVER D
JS
Jvniperus squanmato 'Blue Carpet'
Blue Carpet Juniper
1 GAL
24" ox.
1 INCH - 20 FEET
a]
4"
MI
TREE STRAP
TREE GUY WIRE; - ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE
TREE GUYING STAKE
4 WARNING FLAG
TRUNK FLARE AND TOP OF ROOT BA41 SHOULD BE AT GRADE IN WELL
DRAINED SOIL., UP TO 4" ABOVE GRADE IN POORLY DRAINED SOILS.
EARTHEN SAUCER
3" MULCH LAYER MULCH SHALL NOT BE IN CONTACT WITH TREE TRUNK
C8 EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF ROOTBALL (8' MIN.)
FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES
ARE NOT SMOOTH OR GLAZED.
L BACKFIL.L WITH SOIL PER SPECIFICATIONS
REMOVE: TOP 1 f 2 OF WIRE ROOT BALL. BASKET OR R04TBAL.L STRAPS.
REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL.
\:Y REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE: AEI. SYNTHETIC
COVERING FROM ENTIRE RQOTBALL.
PLACE ROOTBALL ON SOLID SUBGRADE NOT LOOSE B ACKFILL MATERIAL
UNDISTURBED sveGRAUE
1. REFERENCE SPECIFICATIONS FOR ALL SOIL PROCEDURES IN
CONSTRUCTION DWGS.
2. SITE SOILS ARE GENEjiAL..LY SANDY, SILTY CLAYS AND SANDY,
SECTION CLAYEY SILTS.
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'--12' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
�+
t?xrStinq UNMARKED POINT
0.75" MCDANIEL INVESTMENT
iron �.�2
•�� '� � NEW#Role 73'��� D.B.OPRPER�I4t76PG. 874
EXISTING TREEUNE
\ N •''' �� ��•►
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32'53p W � �•� � s � \
12" PECAN o T -AR f1
\\ COMMON DRIVEWAY EASEMENT 12" DOGWOOD
FOR INGRESS , .EGRESS
FOR BOTH TRACTS
24" HARD WOOD 6-RI `` . 4TO v.
,\ \ \ �� • PROPOSED TREEUNE
1
\` \ .
\0.00
X
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NEW IRON,.,- 4-RlOL
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CBI CURB i11! E T
GRATE: 837.50
rNV: 833.70' ` u+ \ \ •��, 1 _. 5-RI
! ! -`
BOX �� \ \ "' :• -� ..+r
SS
MARY UN
s36.59 H. DONALD WOOD, SR.
TITLE! P(?L 1 I IN, 822,�! , �.n '.:• ,
0. B. 318, PG. 579
\ �\ ` • r X
2-AR
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3-AR
ply r t !-ocumenLS
�onstrucl anc• se documents is
required by It3 ::� }lrc,tr e t* worth Carolina
rules rez4u r - lh--': r c rr: SYStt? dESif�tler
Inspect r;ur nJ to ,. ,..! :. ..,.. `:, ccrfcrmrty with the
Plans rand seers, a, a CO" with the
storrr!Ldat8r rules. i 1 ,A Nt_',Yt
Permitsl7}_Nc rj VM on of Q lily
sheet # F;..,4,i ;Tor Date_
CONSULTANT:
Triangle Site Design, PLLC
165 Trantham Trail.
Clayton, NC 27527
[phone]
CIA?,
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II SEAL S
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Primax Properties, LLC
1065 E. Morehead Street
4th Floor
Charlotte, NC 28204
(704)954--7229
(704)344--8288
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MG&
MEL
DRANING BY:
MEL
DATE:
6/31/09
JOB NUMBER:
000004
TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
CVWNio:
LE
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