SW6121101_APPROVED PLANS_20121022

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Cc r 11C19
,�i
DOC TYPE
❑ CURRENT PERMIT
�J APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
oz;,I� 2iiA
YYYYMMDD

121101
O Tmn
TRAFFIC CONTROL NOTES:
THE DISiRIGr OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPWATION (NCOOT) MUST BE NOTM AT LEAST 24 HOURS
PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH 11HE IIIMtUAL OF UNIFORM TRAFFIC CONTROL
VICES (Wn) AND WIITH THE CURRENT EDITION OF THE NCOOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE To BE OPEN DURING THE HAIRS OF 6:00 AM To 9A0 AM AND FROM 4:40 PM TO 6.00 PM. A WNIMUM
OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVEM DURING CONSTRUCTION ARE TO BE RERISTALIID AS SOON AS POSSIBLE
MIRING NON-WDRKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS PEE MW BE PROPERLY
BARRMED IN ORDER To PREVENT 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 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL
LANE NUAC€Nr TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS NBS WORD IN THAT AREA IS
PROTECTED BY BARRIER OR GUARDRAIL
THE CONTRACTOR SHALL mat WORK 5IMULTANEOUSL.Y ON BOTH SAS OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A
TWO-LANE, Two -WAY ROAD -
THE MUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE
TAPER To THE END OF THE LANE CLOSURE
THE CONTRACTOR SHALL BACKFTLL AT 6.1 UK UP To THE EDGE AND ELEVATION OF BMW PAVEMENT IN AREAS ADJACENT TO AN
OPENED TRAVEL. LANE THAT HAS A OROP-0FF of MATE THAN 3.
WHEN BACKER IS REQUIRED, IT SHALL BE AT NO ID DENSE TO THE OWNER.
THE MAXIMUM LAFFERENCE IN ELEVATION LTETWEEN OPEN LANES OF TRAFFIC SHALL BE Y-
WHEN LANE CLOSURES ARE NOT IN EFFECT. CHIWNELIZING oEV m M WORK AREAS SHALL BE SPACED NO GREATER THAN TW" THE
POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADII, AND SHAD. BE SET Y OFF THE EDGE OF AN OPEN TRAVEI.WAY.
DIALING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS. ETC. BE DORM TO EN IRE PUBLIC SAFELY RL ACCORDANCE WITH
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPE(2FICATTONS
ALL DISTURBED AREAS ARE TO LE FILLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCOOT ROADWAY STANDARDS AND SPECIFICAtIONS (LATEST 0").
DEVELOPMENT DATA
DEVELOPMENT NAME: TRACTOR SUPPLY
STREET ADDRESS: US HIGHWAY 1
VASS, NORTH CAROLINA
MOOR£ COUNTY
TAX PARCEL/PROPERTY IDENTIFICATION f (PIN):
950300223896 (PORTON 00
ZONING DISTRICT(S):
HC (HIGHWAY COMMERCIAL)
OVERLAY DISTRICT-
WATERSHED PROTECTION OVERLAY DISTRICT
PROPOSED TRACTOR SUPPLY SITE AREA:
3.55 AC (154,660 SF)
INSIDE TOWN LIMITS:
YES
EXISTING USE:
VACANT
PROPOSED BUILDING USE:
RETAIL SALES
PROPOSED TOTAL. BUILDING AREA (S.F. GROSS):
19,097 SF
MINIMUM LOT SIZE:
20,000 SF
MINIMUM LOT WIDTH:
100 FT
MAX. BUILDING HEIGHT:
35 FT
MAXIMUM IMPERVIOUS AREA:
60% (92,796SF (2.13AC))
BUILDING SETBACKS
MINIMUM DISTANCE FROM STREET R/W UNE-
30 FT
MINIMUM DISTANCE FROM STREET CENTERLINE:
60 FT
FRONT:
30 FT
FRONT:
30 FT
REAR:
30 FIF
OFF—STREET PARKING:
TOTAL REQUIRED (PARKING SPACE VARIANCE):
64
TOTAL PROVIDED:
64
ACCESSIBLE SPACES PROVIDED:
4
MINIMUM PARKING SPACE DIMENSION:
9'x2O'
LOADING SPACES REQUIRED:
1
MINIMUM LOADING SPACE DIMENSION:
12'x55'
LANDSCAPE/BUFFER REQUIREMENTS:
TYPE C, BROKEN SCREEN REQUIRED AT PROPERTY LINE WITH ADJACENT PARCELS
PROPOSED
Tractor Supply Store
US Highway 1 North
Vass, North Carolina
Moore County
TENANT & DEVELOPER
Tractor Supply Corporation
Primax Properties, LLC
HOO E. Morehead Street
Charlotte, NC 28204
[phone]
[phone] Fx
[e-mail]
PRIM"
PROPERTIES, LLC
CIVIL ENGINEER
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 2.7609
(9t9)553-6570
[e-mail]
License #P-0619
TRIANGLE
I, SITE DESIGN
AjNE �kF
Rp
SITE
JGi
YOt11VGS RD
VICINITY MAP
NOT TO SCALE
INDEX TO SHEETS
SHEET # I DESCRIPTION
� C-1
COVER SHEET
C-2
DEMOLITION PLAN
C-3
SITE PLAN
C-4
GRADING AND DRAINAGE PLAN
C=5
EROSION CONTROL PLAN
C-6
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
I C-8
CONSTRUCTION DETAILS
C-9
STORMWATER MANAGEMENT DETAILS
C-10
UTILITY SYSTEM DETAILS
C-ll
LANDSCAPE PLAN
REVISIONS
NO. I DATE I DESCRIPTION
Know what's below.
Call
This document, together with the concepts and designs presented
before you dig.
herein, as an instrument of services, is intended only for the
specific purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Triangle Site Design, PLLC shall be
without liability to Triangle Site Design, PLLC.
89ORE YOU DG
STOP
DRAWING:
C 1
C19
N.C. ONE-CI4L CEHIER
IT s THE LAw
DATE:
October 26, 2012
r I
''a'�sy�i��Riri••
6.0
,,....., �L j'•.
�''•E I'
S5
O� �N %
a SEAL
w i 24131
o2u2:
' .
\'•�E.1p
SEAL: Iff
,FOB NUMBER:
000023
r�
0
co
Ti•-1
y1-O�.
.?-1
+
01
on
co
cn
'
r�
0
Q
CIS
H
-_ i ' .e' ,� l y a y �, �, :S' - ..... _ .... - �'_--...-.s •. , '. 1'•,. ,i t-l.� 1.>.•� .. -_..J _. a. i. `. ,'r.
_ _ � _ � - � _ _ . � .� � � .....� �. �... _... � �...����a .�.:.---�-r.... �-ate ..., . �t..a. sr,� � +.� rr'.r �a.s a• aas as raa, s�c.�c� �.t�i �a� _ _ _ . _ � � _ _

-W .
ti
GENERAL NOTES:
Coarse Bearing Distance ` 1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, f!"ING LIGHTS, FI.AGMEN, ETC. FOR MhN•EQNANCE AND PROTECTION OF TRAFFIC AS
JOHN P. McSWAIN & I L1 S 84'56 46 E 19.98' RE"" B1' TOWN OF VASE AND THE NORTH CAROUNA IEPARTMENT OF TRANSF'OREIIII REFER TO THE Md►NUAL ON UNIFORM TRAFFIC CONTROL DEVICES (11UTCD).
STEVEN B. McSWA1N MLATEST EDITION, FUR DETAILS OF TRAFM CONTROL STANDARDS AND DEVICES
DB 260-545 GRAPHIC SCALE \ \ 2. THE CWRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DUiliNG CONSTRUCTION.
ZONING DISTRICT HC 30 0 15 30 60 120 \ \ 3. AL'FRWAL OF THESE PLANS 15 EST AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE
1 OBTAINED FROM THE AFFECTED PROPERfY OWNERS.
j I p 11 M/& DIN ` 4. COORDINATE ALL CURB NO STREET GRADES IN INTERSECTIONS WREN OSPECTOk
j
I I j 1 INCH = 30 FEET \ \ 5. NOR -STANDARD ITEMS (I.E. PAVERS, 1RRIT,ATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY RIMUIRE A RIGHT-OF-WAY MOAGNIENT ACME WITH THE NORTH
3 \ CAROLINA DEPARTMENT OF TRANSPORTATION NNSTA11AnON.
l J J #� RJR ` \ 6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BEO NG DBiENUM ARE REFERENCED TO THE
p ~`_,399 PROPOSED � � Mj� OUISK FACE OF THE STRLICIURE.
TREELIKE 1 ` \ 7. E)OSTING SITE 0014Il1iIDNS, GLADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY DEDMON SURVEYORS.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROM DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AN
i O ! 1 !R �'� ` SPECIFICATIONS FOR
AND OR1bROAD AM NNE �NAII SSTDAND�SPECI SPECIFICATION ATOWN OF NSTANDARD CODES �� PROJECTOR DURINGCI'RRENT
_ CONSTRUCTION OF THE PROJECT. 9. THE CONIRAGTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPOI`I FOR ALL FIELD
~ DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE MANS AID ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REFRESENTATNE WMEDUITELY.
O 15 3 CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
HIGHLAND MISSIONARY j p BAPTIST CHURCH 1a THE CONTRACTOR sNAEL I'RONI SMoon1 TRANSITIONS FROM PROPOSED FEATURES TO ExlsilFiG FEATURES As NEC65alfr
�
! 11. THE CONTRACTOR SHAIl SEAL THE MGE OF COSTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
ZONING DISTRICT HC
DB 413-348 + "aN,�^ ! 1 - TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PI JOINS EXISTING PAVEMENT.
^ ^ j 14 R£BAR i
t �o t 15 3~ DEED REFERENCES' 12. THE CONTRACTOR SAL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DEVILING CONSTRUCTION BY THE 0ONTRACTOR. HAS SUBCONTRACTORS
j O DB 260-545 j OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
DO h f + •T I DB .;64-48.5 r 13. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVDE A DURABLE AND UNIFORM JOINT.
16f-Z31 ! r 14. CONTRACTOR SHALL � TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS, EXDT DOORS, SIDEWALKS, PRECISE BUILDING
DNENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
� r- � � < 15. ALL PAINT STRIPNiG, PAVEMENT MARKINGS. AND SIGNA('E SHAI1 CONFORM TO THE 'MANUAL ON UNFoRAI iRAFIC CONTROL OEIACES� OR AS OTHERWISE SPECIFIED.
1 f r ALL 1 W SIGN STANDARDS ARE TAKEN FROM THE `1MANUFL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW S06 SHALL BE MOUNTED ON GALVANIZED
4. <4 j r POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
AREA FOR 1 [ ' '� +• 1 I& CONTRACTOR SHALL INSTIL ACCESSIBLE RAMPS PER LOCAL MUNICIPAIM AND ADM STANDARDS AT ALL DRIVE A14D BULL M LOCATIONS AS REQUIRED.
PROPANE I TRANSFORMER PAD 8 2 `;. �t. ¢ .
�' JOHN P. McSWA1N �
i O TANK I # G j STEVEN B. MCSWAIN 17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIS W UTILITIES DURING CONSTRUCTION. AT LEM 48 HIM PRIOR TO ANY
DB 267-,I'Jr4 OFAOWING, GRADING,
WITCMRucnON AC
HIN PROJECT SITE.� CONTRACTOR �� NOTIFY THE TOWN OF vASS PtNtlC LIIMLES IIfPARIMENTS FOR PROPER EDENTIFLCIITLON
+ TAPER I& PROOF L�l BUILDING AND ALL PAS AREAS. NOTIFY OWNE RARACTOR SUPPLY OF ANY UNACCEPTABLE ARIAS.
r 0 1 CURB a 20' .` �,• c ° • ~,� 19. THE CONTRACTOR SHALL PROVIDE AS-BUU RECORDS OF ALL � (INCLUDING UDERGROUND UTILITIES AND STORM DRAINAGE) Ta OWNIM TRACTOR SUPPLY
PRIOR TO COMPLETION OF CONSTRUCTION
T ? ,. •, E \
i PROPOSED LOT /1 :. �
J.551 ACE- '� � `- a . :.. _}- '; � ! I -- �.
I t o t r t o PAVEMENT MARKING SCHEDULE
4' WHITE EDGE LINE
1 ^� i J 11 �►�.! , NLEIOT STD DETAIL. 1205.01
l `► J 9 FENCED 30 10 ® a• DOUBLE YELLOW
l l O i 1 '�,'; TRACTOR SUPPLY OUTDOOR . z 6 NCDOT M DETAIL 1205.01
J f19,097SIF -,.SALES SALES AREA
' 12 ILER PROPOSED C r YELLOW LANE LINE
PROTOTYPE "G" 15,OOOSF TREELINE j 3 KDaT sm DETAIL 1205.01
PA1KING
r i
j O t D WHITE TURN LANE ARROW
r r t ,1T �, qK o
! I r
TICOOT� .STD DETAIL, 1205.D8
w j �� 3 15 o I- YELLOW DIAmDm L VICINITY MAP
j q ! l 2t1' NCDOT STD DUAL. 1205.09
O f� ; �' - DISPLAY AREA j
? a° I FQ 2' MINI -SKIP LINES - - - - - - - NOT 'I~0 SCAM
] PAWING
! 2 NCOOT STD DETAIL 1205.01
r TAPER,�� 5 5 I STRIPING LEGEND
0 CURB !� s a cti JOHN P. McSWA1N Go YELLOW SIQP CFxILJt LINES - - - -- - 7ILLOW a>I F BE aFHFAWf AND
weusr
O 4 �' ti NCDDT STD DETAIL 1205.01 Aim BOUAi�S METAL SWAM
i Ii . r s a STEWN B. McSWAIN - z cars s RwB� - KD� ,aaa
l j 12 �~ I� j 4 • p , ° ` J f DB zBt7-545 p sTnP BATi YELLOW �Llc AL.Kn1 EwYFL sAF�Tr
PROVIDE GRAVEL.'' !a Q _ }$ 1 7 ZONING DfSTR1CT HC H srRlrllrNc - L
NCOOT STD DETAIL 12D5.01
ACCESS TO R '`° 1 SWAM %m BE CLEAN, CRY.
+. DISPLAY ! RORI KING LOT TOP COAT SfIm" IVAYS - PRO
COSTING ROWS "� ` 15
' ° 1 DISPLAY AREA 2W DISPLAY ! .
O `, Y �, "�AREA AREA 14 1oo� Hu�IGw
NCDOT NOTE
" ;✓jj o �' TAPER 1 _ ALL PERMANENT PAVEMENT MARKINGS WMIIN THE RIGHT-OF-WAY sEIaIN - MAR TRAFFIC MARM Pmff 'H.c:'
13 1 CURB TAPER PAIaIaW c LDT Bm
j a 13 91 �. �� CURB aST(iRMMLA� ! SliAll BE THERMOPLASTIC PFJZ NCDOT IiEOU1REAlENTS
" #i
.�
23.3PIP' 9 �. ~ ,^ F f I y AND LOCATIONS TO BE COORDINATED W1P4 THESE DEPARTMENTS
CONTRACTOR TO INSTALL MARKINGS PER NCDOT STANDARD MANUALS
a0' 15 1 L PRIOR TO FINAL INSTAWITION.
ti `=:.���q e_ �.. �' - - _ KEY NOTES:
` ` 41/1
O1 STEEL DOCK/RAMP - REFER TO ARCHITECTURAL DRAWINGS FOR DETAIL
j 5 11 = _ #I M/�i 2 CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPEcIF1cooNS - SEE DETAIL
1 10 L
o SHEEP C--7
i O TRAILER
�' � � EXPANSION AND CONTROL JOINTS -SEE DETAILS SHEET C-7
DISPLAY 19 STORMWATER 6 10' PARKING 1 < M/H _ M/H
AREA ZW MANAGEMENT I ~
< � � � 90,
� � � O ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS -SEE DETAIL
r , TAPER 4 '' �� � ` `' --� ACCESS 19 1 f - ` _ __SHEET C-7
20FT VALLEY EASEMENT <' M/Z! _ �Q IJ Rf� � - © STANDARD DUTY PAVEMENT
CURB _ `� �,e�, ���` 10 _
S OS'�9'00"� GUTTER T-oR�iwATEr�=V' _ -_ F r 1 �� U �,j1B 5, HEAVY DUTY PAVEMENT
1 2 PIN
V 74, ®NCDOT PAVEMENT SECTION
w O 2 � #4 6t� - - _ ` -- - _ 4! f � E `_`- - - - 5ORMWATEI ; �/� ~ - m
�_ _ �iANAGEMEN� 31 ` �
HANDICAP PARKING SIGN SEE DETAIL SHEET C-7
-e R j W MONUMENT 30FT 5aB4CK
l0 O CONC MONUMENT H ` � O BOLLARD - SEE DETAIL SHEET C-7
+552 U�� 0 0r,�,r 0 _�--- - 1F-` �L GUY ��,I1d _ �s CONCRETE P
r U-1 OUP- �- --- 1 -L f WIRES �8 8$ r ETE EIGHT POLE BASE
fir' `-: - '� Off"~- QU-.._ + ~ - _� _ I 1 �7 CONCRETE SIDEWALK -SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
I �. f
167O' SIGHT RjW MONUMENT - Off'`" OD-1 OU--1_ �' ,
O t ` "` TRIANGLE OU��� 30 R W O DUMPSTER AREA
p JOHN P. McSWAiN If
RELOCATE SIGN N OS•,�- �-j,� E O p_ CAROL NA POWER STEVEN B. McSWA1N J -
k UGHT RIGHT Of 6 -O LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT -SEE DETAIL SHEET C 7.
j WAY DB 332-624 DB 260-545 O LOCATE 2'-6• FROM FACE OF CURB OR SIDEWALK. (NOT USED)
OL i1�
�= 280.15' ! & DB 364-157 ZONING DISTRICT HC 9
1 I R 1p SIGN (UNDER SEPARATE PERMIT)
sa TURN LANE A �l RENAAR M/� o
M/N 11 4- WIDE PARKING STRIPE PAINTED WHITE (TYP)
� j MC M/� DI 12 4" WIDE PARKING DIAGONAL STRIPES
1$ H � MATCH EXISTING
A WAY.VW PAVEMENT MARKINGS 13 ACCESSIBLE PARKING AREA - (PER A.DA REQUIREMENTS)
1 =
� .. MEPOIMG
4 s F p -- - _ = 14 NEW GRASSAANDSCAPE AREA
\ ,....R A --� - -- _ 15 CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C--7
16 STOP SIGN - SEE DETAIL SHEET C-7
N, �l
PAVEMENT MARKINGS
NEW CURB CUT, MATCH EXISTING EOP do APPROACH PER LOCAL CODES & SPECS.
CONCRETE FLUME - REFER TO DETAIL ON SHEET C--7
PROPOSED PARKING COUNT
IMPERVIOUS
AREA SUMMARY
TOTAL SIZE AREA =
154,660 SF 3.01AC
DITSW &fS&EOUS ma =
0 SF
DQSTNWG OP£A1 AREA -
154,660 SF
MM . ALLOII4NXE MfP&WOVS ARFA - 92,796 SF (SOX MAX. IMPfRL?QUS)
PROPOSED 6UHDMG =
19,097 SF
PROPOSED STDfM'AUT =
1,165 SF
PRDP= NEW- P-AIEWDIN T =
72,480 SF
-
TOTAL NEW IMPETrV10U5 AREA =
92,742 SF (2129 AC) (5997X)
TOTAL ANEW OPEN AREA =
61,918 SF (1.422 AC) (41X03R)
(NET 92,742 SF WRE45E @V IAfPE171?OI1S AREA ON THE M
ti L
-� TRIANGLE
-_. SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
` CA1e
. O.• SST s
. F o •�
SEAL
2 34 �2J
o
o
HC)
�
o
o
�
CD
�
x
w
� O
OWNER/DEVELOPER:
Primax Properties, LLC
Attn. Frank Fawcett
1100 E. Morehead Street
Charlotte, NC 28204
(704)954--7229
[phone]
ff awe ett®primaxproperties.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/26/12
JOB NUMBER: 000023
TITLE:
SITE PLAN
SHEET NUMBER:
C-3
COMMENTS:
ti
_.�-, •�. a .' ..�. n. . - „ .�, ,i'n„a- ,•.v 7,'r 7'�`. !?•.. :r '�T' - - -
-1
• { 4 -j aJ:S, .•. _ _a _• _,_ Tti V.a

if GRADING NOTES: DRAINAGE NOTES:
JOHN P. McSWA1N &
` 1. REFER TO THE SITE PLAN FOR RELATED NOTES. 1. A MINIMUM GRADE OF 0..50 X SHALL BE MAINTAINED ON ALL PAS, iiNL.ESS OTHERWISE NOTED.
J STEVEN A McSWAN 2 N1 CONfOl AND SPOT ELEVATIONS REFLECT FMED GRADES. 2 PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
DB 260-545 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VIA BY THE 3. UNDERGROUND UTILITY LINES SHALL BE MFSGLLED IN ACCORDANCE WITH THE FOLLDMNG STANDARDS
j ZONING DISTRICT HC a GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. IN ADDITION TO OTHER APPLICABLE CRITEI7fA;
4. THEIELD� !IMMEDIATELY ARIA ND ON TO STRUCTION EDISCREPANCIES ND SHALL FOUND A No MORE TFVW 500 tF � TRENCH 1ilAr (9E OPENED AT oil TIME
PRIOR TO PROCEEDING. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
14 REBAR 1 - TO DRAIN 3 ` ` 5. THE CONTRACTOR SHAH BE RESPONSIBLE FOR LOCATING AND PROTECTMNG EXISTING UTIIITRS. AND C EFRUEW FROM LEWATERING OPERATIONS SHALL EE FILTERED OR PASSED THROUGH AN
OFF -SITE RUNOFF \ SHALL REPAIR ALL DAMAGE TO FDISDNG UTILITIES THAT OCCUR DURING �.
jj APPROYEO SEDIMENT MAPPING OE1rtCE. OR B<ITFL, AND DISCHARGED ML A W1Nt+tfR THAT DOES NOT
434, \ AWAY FROM SLOPE THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRMISRION BACK 10 EXISTING AMMY AFFECT FLOWING STREAMS OR OFT -SITE PROPERTY.
LIMITS OF �� Q ' -� \ \ DISTURBANCE MINIMIZE EROSION AND PRO OTE STA�IJ7ATiON� SHALL BE PROPERLY COMPACTED 1N ORDER TO
I r TI LT ! r_�' � - ` w -� `� \
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON LADE APPROXIMATE CUT AnI1 FILL
3 SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. E RESTABAIIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDMIENT
GRADE TO DRAIN I ' �! V+Will
\ \ --- 435 r 8 THE PROPOSEDCONTOURS SHOWN IN DRIVES AND POWLOTS AND SIDEWALKS ARE r1N15H[D CONTROL REGULATIONS
OFF_S[TE RUNOFFo ! '� _ "` f ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT MOSS SECTION DATA TO ESTABLISH F. APPL.CABLE SAFETY REGULATIONS SHALL BE COMM WITH.
AWAY FROM SLOPE 1 \ j i �� 4 r CORRECT SUBBASE at AGGREGATE BASE COURT EiEYAiIONS TO BE COMPLETED UNDER THIS 4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUREIIENTS OF THE LATEST
TO DRAIN g, GGRAOTpR ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS.
I ! OFF -SITE RUNOFF SHALL REFERENCE THE FOLLOWING STAND ARO DETAB.S:
I ZS i 3 ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING WMAGE KETS OR SWEET OVERLAND.
HIGHLAND MISSIONARY 1 ! �'' AWAY FROM SLOPE 1 \
BAPTIST CHURCH � O '� 1 j 1 �� 1 425.0(TG) \ \ \
l 10. ANY GRADING, BEYOND THE LIMITS OF CONSiRIICTION AS SHOWN ON 1TE OWING PLAN, IS ABJECT 840.03 - F� CATCH ETD HOOD
j I ! 1 I TO A FINE. 8840 0 - CONCRETE O GRATES,
N AND
Ti H BASIN
OR CATCH EASINS
DO 413-348 g�, i � ti ! 424.5(GT) i � j
ZONING DISTRICT HC ` I ! I ♦ 11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT Tit A 840.14 - CONCRETE DFRAME ROP INLET
106'-15-HOPE ! ` - \ 14 RPAIR 8840.16 - DROP
RIN E�JUN N ND GRATES
o i I I 1 I I \ @ .5x CATCH BASIN 425.0{TC)� D DB 2 R ES• 12 STABILIZATION 15 THE �5T FORM OF EROSION CONTROL.. TEIVORW SEEDING IS NECESSARY TO �:4�5 - PRECAST Ix�uNA1�ETRAFFIC BEAM �STROUCNRE INLET
h I r I RIM=423.8 a ! I ACHIEVE ERO510II CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CUNSTRUX:ROEI 840.52 - PRECAST MANHOLE
1 I !f I J / ♦ �` I ENV=42o.13 _ _ 424.s(Gi� `� - �Z 424.2 c DB 26� � SEQUENCE REQUIRES E% 838.80 - PRECAST CONCRETE TNDWALL
° - ° - -. a_. - 424.8(TP)_ j ` iT) \ 08 319 54 j
13. AlGRADED 51.OPE�S ARE TO IE SEEDED OR LANDSCAPED WTiHNN T5 DAYS OF COMPLEiIE�IN OF
I p GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS. OTHER ACCURATE METHOD.
423.7(GTj 261-231 � .� ALL 14PE5 SHALL 1E LAID ON STitAlgtT Al1LYNMENIS AND EVEN USING A PIPE LASER DR
/ I I 424A(TC) / _ �� � a \ 14. EXISTING GRADES. CONTOURS, MITRES AND OTHER EXISTING FEATURES FROM SURVEY BY DEDMON
1 423.5(GT) / # ' �� \ _ tr SURVEYORS. $ STORM PIPE SHALL AS FOLLOW UNLESS OTHERWISE NOTED
• a ' 424.1 / r i TYPE 1: RCP, CLASS W PER ASTM C 76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
AREA FOR 1,24.9{TP) ) I 15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO
J PROPANE j ! ! f \ N CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (H� - AASHTO DESIGNATION M252 TYPE S. M294
1 , j I 1 # 424.5(TP) \ a,, SMOOTH M/ANNULAR EXTERIOR. ONLY PERMITTED WHEN
r O TANK II I I ! / / 424.9(TP) f } y = �' < <. ' JOHN P. McSWAIN 1s. THE CONTRACTOR Is RESPONSIBIf FOR THE Di AND IMPLI]IENTATNIN OF ALL SHEETING. TYPE 5 AND MP3-97 TYPE S,
STEVEN B. MCSWAIN SHORING. BRACING AND SPECIAL EXCAVATION MEASURES REOUIRED TO MEET OSHA, FEDERAL. STATE,sPEaETCNLY INDICATED ON THE CONSTRUCTION DRAWINGS PIPE sINUL EL INSTALLED IN
♦. "� 4 ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINE. PIPE JDINTS AND FITTINGS
11 I I 1 - r D8 267 354
j AND LACAI. REGULATIONS PURSUANT TO THE INSTALLATION OF IEEE WORK INDICATED ON THESE
f I 425.0(T5) j 425.0(TP)/ / h i ` ��° \ \ r \ DRAWINGS. THE DOM ENGINEER ACCEPTS NO RE,SPON%AUiY FOR THE DESK,Yi TO INSTALL SFWl LE WATERTIGHT.
i � I ' 'It j / �` - I ! ! ! , ! •-- /! T s �• ` ` ` SAID HOTS. 7. ALL STOiIr1 DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS 0 ftENFORCE D CONCRETE PIPE
1 ! / / ~ ~ \ \ O ~ 17. THE CONTRACTOR SHALL REFER TO THE I�CHITECTURAL PUNS FOR EXACT LOCATION, ELEVATION, � I>��sE NOW.
I o I _-- . t
424.9 ) / / ) �' `, ' . \ ` \ ^ AND DIMENSIONS OF EXIT DOORS, RAPS, mom DIMENS n AND EXACT won UTILITY
�� �` ` ' e '' h - ENTRANCE LOCATI� IS. IT, EXISTING DRAINAGE STRUCTURES TO TE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES
TO BE CLEANED OUT TO REMOVE SILT AND DEBRIS.
- `G1tAiE4 iL l /' ) 423.3(TC) ` �1 Q� �� 1 18. ALL FlIi TiIATERL4IS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY SiRUCRIRES, TOPSOIL,
424.8(TPj ' PROPOJELj Lb j#1 `� a 422.8(li \
! RIM=423.2 j �` < y a ��Q 9. IF ANY E)65TING STRUCTIES TO RET�4AI4 AEtI DAMAGED [LURING CONSTRUCTEDH IT SWILL BE TEA£
1 1 ` i INV=4 9. 3.5 1 ALVF- .,t \ \ ! IW AND
I��ES OW THE U L BE ODMP'LEIELY f FROM WITHIN THE CONTRACTORS RESPONSIBILITY To REPAIR AND/OR REPLACE THE EXISTING STRUCTURE As
l O ' ! I \ 11 ; / / N \ \ I11 I a !; NECESSARY TO RETURN IT TO EXISTING CDNDf1TONS OR BETTER.
I 1 1 I 1 I I t j \ 19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALITED GEOTECHNICAL REPRESENTATIVE 10. ALL STORM PIPE ENTERING STRUCRTRES SEIAtl BE GROUTED TO ASSURE CONNECTION AT SiRITCRIE
\ �� r 424 E {TP) \ TO DETERNINE WHETHER UNSUITABLE MATERIAL MUST BE fEMOYEA. ALL UNDEwSifEABLE MATERIAL
425.3(TP) \ 4 ,,i.- ,. ! \ SHALL 1E REMOVED, BACKF•ILLED AND COMPACTED AS REOLIM BY THE GEOTECHNICAL IS WATERTIGHT.
\ ,.. \ }�'
V.
5g;
I_424�(TP) FFE-42 A� // 424.5(TP) '- ;A \ 0 p REPRESENTATIVE11. PRECAST STRUCTU RES MAYBE USED AT CONTRACTORS OPTION.
rFo 1 I l f �\ \ PACTOR POLY / , • - ` j p '.: ; .,' - ` 2D. ALL CUT FILL STAPES SHALL lE 31 OR PUTTER UNLESS OTEIT R1495E NOTED OR DEPICTED. 12 ALL STORM SEINER MANHOLES IN PAVED AREAS 9*1 lE FLUSH WITH PAVEMENT, AND SHALL W
!. / Iiiiii;)\ I I - - 42111 `130'-15'HDPE \ \ �� / ` Q j a < ^ • : \ \ j \\ ` N.P D.E 5 PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.GRADE. U SHALL BE LABELED VORM IN tlFPAYED AREAS SHALL. BE $ AL3ovE rTnlsH
k
„ r v 21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL� / �' �/ @ 0.5� \,\ t, 425.0{TS) = <- N CATCH BASIN \ \ 13 5TRUCiURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS
j - 424.9(TP) % ) \ ° '' �j.. ! +"� ` \ INIf=4 8 3 ! \ \ \ \� 22 CONTRACTOR S ADJUST /OR CUT EXISi1NG PAVE1�[T AS NECESSARY TO ASSURE A SMOOTH NECESSARY,
I I °/ I I� I rFIT AND CONTINUOUS GRADE,
23 CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED 14. RIM EIJ RATIONS AS NOTED ARE TO THE GUTTER FLOW LINE
AREAS.
GRATE IN •t / j , i ' e 4 '. '• i \ 60'-15'HDPE
- I j ` . @ 0. �: 4 OPERATIONS RE 4 �C r RUM- 423.2 < ; '. ,' j ,\ _ \ \ \ 1 2 . ALL UNSURFACED AREAS DISTURBED lT1 GRADI#K; WGLL CF1VE INCHES OF TOPSOIL
/ ! INV=418.95 f i w \ \ \ ! CONTRACTOR SHALL APPLY SfABILJZATION FABRIC TO ALL SLOPES 3I11Y OR SLEEPER.
I 424. ITS)-- I 425.0{?5) \!
s)1 I ! ' r a \ . \ INv 418.0 j� \, f 25 0ONSffKTION SHALL COMPLY WITH ALL APPLICABLE GUMMING CODES AND BE CONSTRUCTEDTO
Q•
425.0(TP)� !; "� , 423.7(TC) \\ g w \ JOHN A McSWAiN
GRADE TO 6 0 �- 424.E
DUN AWAY r / ( l .�. ' ! 423.2 \ a
FROM PROPOSED 424.1(TP) 424.11l : ` \ l S 08 260 545 AIN
PAVEMENT I '_ /_ Y
ItiS� / 424.9(TG) // - 1 ` 424.*IF / 424.s(TF) /'' \ \ \ `\ ZONING DISTRICT: HC
I p 5(TP)
424.4(GT) / �A�1, - -,� 424.424.01
�` / ZB4 423.8(TP) 4&61 \ W �R
i _ _ -- �. \ \ j DETAIL are SHEI Ii
NI
I _ p , 424J(TC)- / 424.7(C) 42 / 424.2(TP)
424.2(1 424.2(TP) 424.2(GT) 424.31 M/
j / 1 424,13(GT) _ 150'-15"HDPE 424.4(TP) - _ �� \ UMITS OF
,T� Book
-Wire wreen for rodents
Grade
&end
� 8' on 1.00X M'm. Slope
JRefer to droi►�oga plan-•�
for size at«rn sewer
Ni
i DOWNSPOUT DETAIL 0°4AE� CaI_E�
PPE SHALL BE SCHEDULE
- N.T.S. 40 PVC OR HDPE
CATCH BASIN �' / - @ 1.0% r - ` - - TCH �" - - --423.9(TG) `\ ` - I�ISTT�RBaNCE EROSION CONTROL NOTES:
-y '7- f RIM=422.5 � \ M/N
RIM=421.0 g' i ` 423,9(TC) INV=4 2 " - - 424.1{TC) 4214(TP)� _ _ \ \ \ � � AN EROSION AND SE�MEHTATiON CONTROL. PETBIT SHALL � REQUItED BY
INV=418.32 F1 / 423.4m I / 423.6(GT)- 4 422.4(GT) _ \ \ \ � Il \� + _ NCDENR PRIOR TO START OF CONSTRUCTION.
-423 ♦ ~ ` H ` F.XIST7NG MANHOLE
180-10+HDPE / 423.31 , oo \*�• ! _ W17H 5FT DIP STUB
0 0.2x � / 211 DPE
@ 1.0%`♦ %j EXXNY.111 10.20
►`+FAQGLOI MEX.INKOUT--410.10
0504-9
'(RELD VERIFY LWATION &
� :, >4�" P m I 1. - - \ \ ♦ \ \ �Gl�l j� ELEYAi10N PRIOR TO
L
END OF PIPE
UNKA7OM 414.11
15s RCP �_
MATCH EXIST.
PAVEMENT
414.2(TP)L
A
FOB~e )
10 r~�� �` - _\ CONSTRUCTION) `v
-10 Fo RI W Will
\� W coArc. AIONU�IENT �� \
\ GUY ,All
� �c�riiv17 f° FO \ \ \ \ WIRES 1 ig
FES
JNV-411.8 E 1P�i1C A_IONU1flENT J LNV=418.0
f xo ���� € ~ � ~ ~ " � •.,,,,� � � 1 �_ \ CARO�NA POWER JOHN P. McSWAiN & Ii TOP ELEi!• 1 .5(!
FO -�-= + ► N Q,y'�j j �-- r� O STEVEN B. McSWAIN '
- i - ; \ \ \ rP LIGHT RIGHT or 1 'f®-
AIIIIIIII,_ �� �� f�F ro } ������ _ / 290.15 \ \ " \--� \ \ \ ro -, & p N ,6 15724 ZONING DISTRICT. HC y VAULT
rl _ __ _ _ _ _ 1
�C~ ~ � � �.� ����� � ` � �+ �r ��_
�. � c � Fo `� Fo _ � FO � � -~� � �~ F!� �� FO
.`low
- -y- - - - _ --1� -4f3- FO-�Fo-�
ro's<°�--- Fo°
\ M/2T y
r� FORCE MAIN
-
M/�
' MOORE COUNTY r
_-
_
� DB 3894-331
- _
_
�
Rill~FO
•L
\-"-ME
GL� 4OFT-15+RCPIi
Qll
�� "' ..; i f -- - -- ^- - "'_ -
MITS OF
TO MAINTAIN -
'- --
DISTURBANCE -
-
••,, ` ~
POSITIVE DRAINAGE
r r
IMAM EXIST. ��1 �-- �-�. � �E A�`�
PAVEMENT --
EXTENDD EXISTING ' �` ~ --- _ 416.1(TP)f
15' RCP
EXINV 411.8E--
(iIELD VERIFY) -- - - r
1` oUs! WGaAy �.M� -------__--_ _�______.�___� -_ - -� LEGEND: FLOOD NOTE:
24 21 (SPEEp OMIT-5�5MPH) DISTURBANCE aF _ ,
�. YARD INLET '� Ti..»..... TOP OF CURB
RIM 413.3E GT--...__GLITTER FLOW UNE
-- 1NVERT 409.61
- ~ •� .� TP TOP OF PAVEMENT
w--� �2---_-- --- -----
-�_
W
I APPI�p,Y/, IT � I _ l
I IONWATER LINE i W ~~ W W`
zi
I '• I W ~� W
I I I I
MATCH EXIST.
PAVEMENT
\ 414.3(TP)t
CONSTRUCT DROP
INLET OVER EXISTING
15+ RCP
. / RIM=413.5t
INV=411.9
TS...... ...TOP OF SIDEWAIIt
TW....... ...TOP OF WALL
~ ~ ~ "�' •~ " �. s pr BW.......... BOTTOM OF WALL
- GB..,..,....CATCH BASIN
GI ....... _.GRATE INLET
Frs.......... FIARED END SECTION
----
- YL.........Y,4RD INLET
W `� W _ GR.-....... GROUND
..........FLOW DIRECTION ARROW
GRAPHIC SCALE
30 0 15 30
T INCH = 30 FEET
CoUT$e
Beall
Distance
L1
S K51i E
19.98,
THIS PROPERTY IS SHOWN IN ZONE X SHADED AND IS NOT
LOCATED IN A SPECIAL FLOOD HAZARD AREA PER F.EMA
FLOOD INSURANCE RATE MAP KWBER 37IO95OZOOJ, WiTH AN
EFFECTNE DATE OF OCTOBER 17, 2006
NOTE TO CONTRACTOR:
7NE AXJRTN CAROUM DEPARTMENT OF 061RONMEIVf'AND NATfW RESOURCE
INCOLiNR) SMW II47ER EwYABEMW L10NS7RXWM ALIIHOR1ZaM PERANI'
REQUIRES ONE DESIGN PROIFISSIOMAW. 70 PERIOfNALY 01i 7EtiE Ct7NMUCIfQM
OF 7W STCLRIN N%4TER Ed4hd4GElff:IVT SYSTEM AND TO PREPARE A IIESttaVfR'S
CONfSTRU(HON COUffOWN FOR SflBAifl 7U NCVENR PRIOR 7U ONE CfRTWA7E
OF OCCUPANCY E3ENNG ISSUED FOR 7EEE PR'r)A>4ECT. THE CMR40M SILL RETAW
TW SERVICES OF n E OEM CiONSULTANT FOR ME CMMOM 065ERVAMN
AND PREPARATION OF 7W CON6nkX7VN CFMFKAWN BY C WACT .
M4TT LOTYD£R, PE - 7MNaE SITE DESM. F1=
919-553`6370
meLonder9bianglesit+edesignrofn
a ; TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE JP-0619
SEAL: T5!
.'•r�Ll r;
,� ;•moo ti•� •; �
SEAL
' 2443
�0E.
moves
�
o�
o
�
x
� O
Z �
�
W
En
OWNER/DEVELOPER:
Primax Properties, LLC
Attn. Frank Fawcett
1100 E. Morehead Street
Charlotte, NC 28204
[phone]
[phone]
ffaweettC primaxproperties.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/26/12
JOB NUMBER: 000023
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
77­
_ _.� .� - tee. L'�. ..i:••r. i:..-- 1.} i �. �. s..-. �.. - _L ..L''__. .... �► e. i:... s� tL�a- 7 .'� -:L_L. i:�l i:�i_

+•L� 1�_l-_�l - - 1 it --��L5 - i _ _ �•- - _ .DIY
f
� ��
I
I
I I
I__ 1
I I /~ I 11 _
L. ,14 REBAR
VICINITY
I I Ngr
I ! o 1 jI \/ t - �_,�,(o- TO s
I jI _�--� 09
I I I j 1 I � I S 'S0'» lye �_
1� I1
I I o 1 j I I 11 1 1 `�
I ij I 1 M
1 1
I I // #I�
-
HIGHLAND MISSIONARY II I p I i j I 0 " 26�
BAPTIST CHURCH I W j J I 11 1 "I,
DB 413--348 I I oP I^ j I/ I I I I TEMPORARRY
ZONING DISTRICT. HC i I II I if 11 I I INLET PROTECTION`
I j o C6I� / 11 I I I r` 1
JOHN P. MCSWAIN &
STEVEN A McSWAIN
DB 260-545
ZONING DISTRICT. HC
DITCHLO LONG.x) H 9 w � lHl4NNEL LINING SEDIMENT & EROSION COWHOL NOTES: EROSION CONTROL NOTES;
1 TFE EROSI011 D SEDIYIONTA7DiA CONTROL MFASIJRES WERE � iSWNG lE
OMRIRY
4.0 CFS
Om
1.U'
1.0'
S 0'
2_1
SOW W o AT
11.SY
f 64G D
mW109ARY
8.0 LrS
0.5X
1.0'
1.0'
SO'
7.1
S KITH NET
DITCH 2
IMPO�
so CFS
zoX
1.D'
LO'
50,
2-111m
W Wm NET
Wm
75
MUPIffORVY
iO C3`S'
2.OX
1.0'
1.0'
5�0'
2:f
NEi
N46 AS7Wm!
-I'..""","",.",,, - AN (BAPS) ED THE NORT1 CaROLiiiA NCDE3IR REQUERDNp A SF41[.i 1. TOTAL AREA DSROM = 4.0 ACRES.
NSTALM ACDDRDINGLY. COMRAILTOR SHALL PERFORM ALL AC'WES N STRICT COMPLIANCE WITH THE NORTH CARDUNA NPOES GENERAL PERMIT FOR TOTAL SITE AREA - 3MI ACRES.
STORM WATER DISCHARGES FROM LARGE MD SMALL CONSTRUCTION ACTWITIES (IGENE AL PERMF) SIX TYPE = CANDOR SAND
2. REFER 10 THE EROSION AND SEDIMENT CONTROL OETAI. SHMS FOR EROSION CONTROL DEGAIIs AND DESIGN TABLES FOR SEDAN BASINS, DNERSION 2 UNLESS OTHERWISE INDMJIiFD, ALL VWATWE AND STRICC URA. EROSION AND SDMEEW CONTROL MIEASLM SHALL BE CONSTRUCTED AND MANTOM N
DITCI ,AHD CUINERT5, SLOPE DRAW RIP -NAP ARM AND OTHER ETROSON COMM IEASUIES. ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICKMIS OF THE MUM ERO510N AND S€DMIENT C KFA HANDBOOK
3 31 EIOSiING BOUNDARIES. TOPOGRAPHY, 100-YR FLOODPIAIF, URLITY AND ROAD INFORMATION TA O FROM AN EASCNG OOHDITOIS SIIiVtiY. AL EX W 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN Tff"OUT THE PROJECT Cap157 MION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS
�
jmFuw,TON IS TO BE FIELD VERIFIED BY 7FE CONTRACTOR. N ACOORDAMM WITH APPLICABLE MONTH CAROLINA EROSION AND SEDIMENT CONTROL REGU ATION&
4. SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED RATINGS AND FINAL SDRBIUZAFON. 4. COrSUiUCION WORK MAIL. BE N CO+IPLANCE WITH Rdi1IA1gN5 OF THE NATIONAL POLLUTANT Di *IARGE ELI INA OM SYSTEM (NPi>f5} STORY WATER
TEMPORARY DIVERSION D1TC11f4
GENEK PERMIT
ADJUST LOCATION AS NECESSARY'
NiNG
REFER TO SHEET C-8 FOR
5.
1EIMPORARY WERSION DITCHES AND BERMS SHALL BE MAINTAIN D AS THE SITE S "JIG HT TD GRAB
TO DIVERT OFF -SITE RUNOFF
DMD LINING M TOP OF 11 1
TOP OF DITCH
TEMPORARY DITCH DETAIL 1
&
OUOMY AND COF USIY MAINTAIN ALL EROSION CONTROL DEVICES AM SMUCTURES TO MNILQE EROSION THE CONTRACTOR SHAL MAINTAIN
& EROSION AND SEDIMENT CONTROL MEASURES ARE TO HE PLACED MM TO CLEARING AND/OR LAND OISRMAMCE.
AWAY FROM PROPOSED SLOPE
CLOSE CONTACT WITH TIE EROSION CONTROL INSPECTORS SO TIAT PERIODIC 04PMIM CAN BE PERFORMFII AT APPROPRIATE STAGES OF
a A COPY OF THE APPRMED EROSION AND SEAM CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIES
AND SKIMMER BASIN `
B" MIN FREEBOARD
1
A�IT&CROM,
EROSION CONTROL MAT
7. THE CONiltAC1OR SHALL oRK,QBLY AND CDNTIDOLUSLY MIAINTAIN ALL EROSION CONTROL DEVICES AND S1RlILTiiRE5 TO MIIIM� ER05701M. THE
_`
H
CHANNEL LINING
SHALL BE AS NOTED OR
I.
SEE TI♦£ GENERAL NOTES SHEET AND TIE NXADING AND ORAIA/L;E PLAN FOR OTHER ND7F5 GRADING ACiTVIT1ES
CONTRACTOR SHALL MAINTAIN CDSE CONTACT WITH THE: NCDENR EROSION CONTROL INSPECTOR SD THAT PERIODIC INSi�TION5 CAN DE PERFORMED AT
\ \ LIMITS OF
§
APPROVED EQUAL.
IL
sit SITE PLAN GRATING MEND DRAIANE PLAN IITIITY PLAN tPLANTHG PLAN AND OTHER PLAN SHEETS FOR DETAILED DESIGN INFORMATION OF PERMAmNr
AEPNPIOPRIATE STAGES OF CmtISIRliCTtOI.
DISTURBANCE
`
�
I
1
SITE APPfI MIIIANCES SHOWN ON THIS SHEET.
& APPROVAL OF NHS PLAN S NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERIiL=S. WHEN FIELD CONDITIONS WARRANT OFF -SITE G RADK PERMISSION
OBTAINED BE M AM APPROVED
\
\
I- B ,
9.
WEE THE LIMB'S OF DSTURBANCE AND TEMPORARY FEMM (SF, SF-PF, OR i'F) LIMITS ARE ADJAGENT. TT£ TEMPORARY FENCE LIE IS THE ilAD5 OF
MUST BE FROM THE AFFECTED PROPE IY OWNERS, A REVISED PLAN SHOWING OFF -SITE MIPACIs SHOULD SYli3Ai
PRIOR TO ANY OFF -SITE GRADING CONTACT PROJECT QIGI M AND PROJECT EROSION CONTROL. WEGTOR M ENS ADOItOFNL EROSION CONTROL
\
III
\ TEMPORARY DIVERSION DITCH DATA BLACK
�
�ITURBANCE. TIE LINE TYPES ARE SHOWN SEPARATED FOR RLUSMATNE PURPOSES ONLY.
MEASURES ARE RSMALIm PRIOR TO OFF -SITE GRADING
�. „� �_
�� `"- 435
it
10.
CONTRACTOR STALL NOT DISTURB ANY EXISTING YA7GtTATIVE GROUND GOAFR OR TREES oDISDE OF THE LMIts OF DISTURBANCE OR WITFptI ANY NNTSDUII&31
g, PRIOR ID COMMENCING LAND DSIIJRBING ACIIWITES N AREAS DINER THAN IDNaam ON TEESE PLANS (iMICLEOIFIG BL7T NOT I1MItm Ta OFF-sNrE
TEMPORARY DIVERSION DTfCH13
BUFFER LINTS UNLESS ORIERWISE NOT@ OR IL MMYED.
BORIOW OR WASTE AREAS, SFAGING OR STORAGE ARDS), THE CONTRACTOR SMALL PREPARE AND SUBMIT A SUPPI.SWARi' EROSION CONTROL PLAN TO
��"
�` "
- -A ,
ADJUST LOCATION AS NECESSARY
11.
PROVIDE CONTROLS OF POLLUTANTS RIC1RfDHPHG. BUT MHOr UMiIED W OUST CONTROL, DE -WATERING SOLO WLAJTf DFiPLTSAL. AHD HAZARDOUS MNATEHitALS
THE OWNER FOR REVIEW AND M NCDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL WALL NECESSARY MEASLIRE5 AT
NO SEIVIRATE; PAYMENT. THE CONTRACTOR SHALL PII THE OWNER AND THE ENUNEER A COPY OF THE AMENDED PERMIT:
-,
r
____���_�_,_��_
�1�_
,�_
_`��`>
. .
I I `' � Ij jlll I j 1 �., _-
1-__�?A
I I- . -
I I _ _ -
-- �-
� �
=:: - ..
)/
1 I p f jI �n _/ �: _
II 0 j j // � �;� I I Ir /Ir ' �� 'I'' I "_ a_,�-- "I r 1 a I I{.t,-­--�,. - \
\� I I I p 1 1 11 I iI III I / / /i 1 � Ii' _ , I.,, --.1� ,
; . - , : \ \
I I 1 11 / \ !! 1 1 �I I ! / i � / / �.� s , . . i . .
LIMITS OF / I F TEMPORARY f 1 / / ' ' � � : -� d . < �v-
11 / <
DISTURBANCE \ INLET P TECTION / / / t +
I �,ti_ I / j -\II -� - y\ H I iR� I t ��'`- i/ �`
1 \
I I Ij\\ I I I 1 I �� ��/ - • 4< ��� \
I I if�l \ 11 \\11I��/ r/
_ �,� ' \1\1 PROPO Ec Lb%/1 t1. -� \
I # I _ \!, \ i 3.5 1 A&- � �< _ `.. � \
ii C
I 1 j I♦ v r v �� I�� If 1. v �,
;.
�_ \ _, A
\ \ "
I I o /I / / I 0 t / / / � - �\ \ T�ACTO,R *LY / 4 : � � �
I I - �/ / I 11 � \ Jf - _ \I f19,fl ' 11 / 1 ';. : . �� . ,� ' -
. I ... ,,,, / / k -,, __� \ _� kv � I '� 1 - %� . . . �,
\ w
I I f f� I �, s TEMPORARY SKIMMER BASIN �'` .
!f � I INLET PROTECTION t I REFER TO SHEEP C-•8 FOR � I , ° ° + - � 1
I / 1 JI,, CONSTRUCTION DETAIL AND \
94 1a iIiIP-RAP APROI4i
j f; -� I MINIMUM DIMENSIONAL ,I :
�`L1 1 ! �� / I ! j / � / REQUIREMENTS REFER TO DETAIL ` \
1 I I I � iI �,- { L SHEET FOR
- % I G V . -
t �/ I CONSTRUCTION \
IroY O , -- t I - I� ' .. ' . '..~< � '.. __ -_i _ / ! s REQUIREMENTS . \ \
>kti I r 1 / _ ��.
IV. -I _/ I,- _ _ __ \
I I - J I 4 X.
-, '
11.1
11 I
I I o \/�* - - - -- \ /
I I / - I _ / / - � � ` ` - � , � - _ - / " TEMPORARY SILT FENCE \ \
I �2 / r - I TREE PROTECTION 1 ` AROUND STOCKPILE AREA Zh
/ / �� � �- =� _,� (LEAVE ACCESS OPEN} \
I I / I sr2 FENCE / / � - - -SKIMMER DEVICE - � ` \
I I p 111 I � BAFFLE OUTFALL TO NATURALT - 1 ` - ` - - _ _ y
TEMPORARY DIVERSION DITCH11 (TV) GRADE I -- -
a3 -/ / r `- ADJUST LOCATION AS NECESSARY / - � `TEMPORARY - - , - -
TEMPORARY I / TO MAINTAIN POSITIVE DRAINAGE / 2 �` -
SiLT FENCE I / / I TO SKIMMER BASIN _� INLET PROTECTION _ _
� - DASH TEM TEMPORARY DIVERSION DITCH12
I `Z.`L / i TEMPORARY r ` - J � A _ ADJUST LOCATION AS NECESSARY'
I 7 _ _siLT C / /- - � - _ �� TO MAINTAIN POSITIVE DRAINAGE
I / / M SKIMMER IN
I � TEMPORARY
I ,�\ 1 - - / A CONSTRUCTION OCKPILE 1- _
_
TO OVERT OFF -SITE RUNOFF
AWAY FROM PROPOSED SLOPE
It CLEAR ONLY AS REQUIRED TO INSTALL EROSION AD SPORE UMN CONTROL MEASURES. MASS CLEARING AND GRUMM CAN BEGIN ONLY AFTER ALL
10. EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE MAINTAINED CO IMUUOSLY, RELOCATED WHEN AND AS NECESSARY. AND SHALL BE CHECKED
AND SKIMMER BASIN
DOWNSTREAM MEASURES HAVE DUN INSTALLED.
AFTER EVERY EiAIFALL 5®ED AREAS SHALL BE CNECIO REGULARLY AND SHALL BE WATERED, FFRIflOZED, RE-I>:DFA AND WILC1#D AS NECESSARY
TO MAN A DENSE STAND OF GRASS.
1
13. USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EW TO GRADE. IMPLOWIT WHEEL WASHBS AS NECESSARY THROUGHOUT AL PRAM OF
CONSTRUCTION.
11. SIAB4tZATI]Ni S THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHO ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOIE#A AND
__� 1
S
14 WERT STORM WATER RUNOFF OFF THE FACEOF THE SEDIMENT BASIN SLOPES USING DIVERSION DRCNFS AMID SLOPE WA NNS. CONTRACTOR SHALL
SEEDED, iEA�AIRiLY OR PERMANENTLY N ACCORDANCE WITH THE NCDETNR SEDIMM CONTROL REGULNORS. PERMANENT SUM AND GRASS
ESTADISHMENT IS REQUIRED PRIOR TO PROJECT COMPLEIIOH AND ACCEPTANCE.
\
MAINTAIN AND GI RELDE OMERSION DITCHES AND SLOPES DRAINS TO INSURE STORM RATER RUNOFF DOES NOT ERODE THE FACE OF FILIAL 9 All
\ 4 REBAR
DEED R91 ERENCES'
I& MAINTAIN POSIRYE FLOW TO THE SHDNEINI' BASKS THROUGHOUT ALL PHASES OF CON 71RUCII)ON. PEAS iXCINAiEA SOTS AM DOWNSTREAM EDGE OF
THE DIVERSION DTICHES 10 P ROAM ADDITIONAL CAPACITY
12 WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN RSHED INFO THE BOIL BY OONSIRUCDDN TRAFFIC. IT
�L BE REPLACED WITH A DEPTH OF SM WUAL 10 THAT OF THE ORIGINAL APPLICATION.
DR 26 45
DR 26 . 1 4�A
I& REFER TO THE GRADING AND DRAINAGE PLAIN FOR FINAL SITE AND PAA?AfFJNr WDES AID ELEVATIONS OF THE PRIDPOSF9 STORM SEWER SYSTEMS.
11 TOPCRARY GRAVEL mlISTRUACMW ENTRANCE SHALL BE RiGIM AT ALL CONSTRUCTION STAGING AREA H]RTtANCES AND ALL CONSFRUUCTIOH ACCESS
LOCATON.S INTO NON -PAVED AtiEA SO( RUCHES OF STONE 9HALi. � USED FOR THE TEMPORARY GRAVEN. CONSiRUCIIOM L]NIRAM(CE
DO 319-54
t7. NANO DISTURBING SHAM NOT caMnHFrPCE LAN1L ,wPHRwx Moo SO HAS BEENREcoWm BY L,rovERIING AlU1HOfITIES. THE GENERAL
14. ALL DRANA;E INFERS SHALL BE PROTECTED FROM STLTATKIU. INEFFECTIVE PROTECTION DEVICES SHALL BE I MEDATELY REPLACED AND IM INLET CLEOM
261-231
CONTRACTOR 501 STRICTLY ADHERE M THE APPROVED EROSION AND SEDIMENT CONTROL DRAWW DURING CONSTRUCTION OPERATIONS
FLASHING IS NOT AN ACCEPTABLE METHOD OF CEANNG.
18. GENERAL CONTRACTOR SNAIL COMPLY WITH AL STATE AND LWAL ORDINANCES THAT APPLY.
15. SEDIAEHNF BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES RNTEIDED 70 TRAP SEDIMENT SHALL BE CONSTRUCTED AS A
I8. ALL WORK SHILL BE CONFINED TD PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, iNE SITE PRAM PROPERTY LIM SHALL BE CONSIDERED ED
FIRST STEP IN ANY LAND-DISTUREI NG AMW AND SHALL LE MADE FUNCTIONAL BEFORE UP-%M LAD DARJRBANCE USES MACE.
TIE PERMIT Lum
16. AL DISTURBED AREAS ARE TO DRAM TO APPROVED SEDIMENT CONTROL. MFASLIRFS AT ALL TIMES DURING TAW DISTUEIING ACiMBES AND DIM S TE
-
-
2D. SUFFICIENT IRO" CONTROL PRACIICE3 MUST BE INSTALLED AND MAINTAINED TO REFAN SEDIMENT WITHIN THE BOUNDARIES OF THE SCE
DEVELOPMENT UN11. FRAY. STABEUTON S COMPLETED.
21. ADDITIONAL BOSOM CONTROL MEA'AJRES OR SLT BARRIERS 10 BE PLACED AS SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL
17. Di1RING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED RLTERNG DEVKE PRIOR TO DISCHARGE TO RECDM OUTLET.
ISPECfOR.
1& THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERW IIiY AND AFTER EACH RUNOFF -PRODUCING EVENT ANY NECESSARY REASNS
I
CONSOR
z2 FOR ALLIRl1CTION ALONG AD/OR ACROSS WLATERWAYS BANKPROTECTION AMU STABiLOA7KRN SHALL BE REQUIRED As PER IAf%il
C.EANIUP TO MAINTAIN THE EFFEC1fifENESS OF THE EROSION CONTROL DEVICES SHALT BE MADE IMMEDIATELY.
.
� ` � �
EROSION CONTROL LAWS
\
23 ALL TREE PROTECTION AND SWOM CONTROL MEASURES SHALL BE N RACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINNTMNED IN
CONSTRUCTION SEQUENCE:
RiONc
PROPER WOORDER UKM ALL OISEURBm ARM ARE STABILFZED AID GROUND Cd4FR IS ESTABLISH ED CONSMUCTON ENTRANCE PADS SHALL
BE IMAM BY THE CONTRACTOR AT CONSTRUCIOM ACCESS POINTS PRIOR TO LAND DSTIME AMM
1. CONERtOEOR SHALL ENSURE THAT ALL N EGMSARY PERMITS HAVE BEEN RECEIV D AND THAT THOSE RI TO BE DISPLAYED ON -SIZE ARE AYARABLE.
In Q �
f \ \ � ^
24. AL FA5L7AENTS DISTURBED MUST BE DRESSED AND GRASSED 70 CONTROL EROSION N ACCORDANCE WRH FASEMIE NT PLATS PRIOR TO ACCEPTANCE
2 CONTRAM SHALL BOLD A PREEN MEETING AT LEAST 48 HOURS BMW THE ACTUAL START OF COSTRUCTION (AL TIE DISCRE ON OF THE
\ h
INSPECTOR}. CONTACT MDEMR INSPECTOR AT 910-433-3300.
\ �_
2S CONSTRUCTION UNITS SHALLNOT BE Excimm wITHNDUr THE APPROAAL DF N►CDEIAi.
3. CONTRACTOR SMALL CONTACT CARD Il41 ONE CALL AND ALL. ENTITIES LLAMI BURIED UTLILES A7 LEAST 72 HOURS PRIOR TO MOM OR AS DIRECTED AT
_
�
THE PRE�I MEETING.
.
~" 0
GENERAL NOTES:
4. 0001RAGM SHALL INSTAL TEMPORARY COMMUCTIO N ENTRANCES AT FACN PONT OF ,r[�SS io sraucE NO � AZEA&
___�
1 O 1
1. 7ME CONTRACTOR SHALL OffM AND PAY FOR AU, INSIPECDORNrs, CEI�ICATM EQUIPMENT, ETC THAT HAY BE REQUIRED.
& INITIAL PHASE SEDIMENT AND EROSION CONiROL MEASURES SHALL HE INSTALLED IN ACCORDANCE WPUNS BEFORE STARTING WORK INCLUDING
9 \
FTI
2 CONTRACTOR SHALT. NOTE THAT THE MAW ARE SCEMMAAC IN NA7UfE AND DO NOT SHOW EVERY OFFSET, 1RANSTiTON, K ETC. THAT MAY BE
NEE
PERWMETE R OEVICES SUCH AS SILT FENCE, SILT FENCE OUTLETS, NLET PROTECTION ON E RSTING STRUCRIIRESI WWMER BASIN, DIVERSION DTC ES, 7REE
__
k
REQUIRED FOR A COMPLETE AND WORKNG SYSTEM.
PROTWIOM, M CLEARING ONLY AS NECESSARY FOR THE INSTALAMON OF THESE MEASURES. NI N O PROTECTION AROUND PROPOSED STORM
_� �,
y
DRAINAGE STRUCTURES AS 71E1! ARE pONSiiAAC7EQ
_
l�7f I- '
�1 ?
3. THE DI AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND MEiHODS ASSOMIED WITH TIE PROJECT AS SEr FORTH IN TINESE
16TALL SKGq&R S0.SIAT ARID FMEN BERMES MEZL AS SLOPES PRIOR 70 AMHSS GRAIDIVG OF IW SIZE
!
7� \
NPLAN&
- STAffiff A5 BSUM/POND BEGdYAANG
__
\
4. CONTRACTOR SHALL MWrAM AN HIS BUILT' SET OF DRAWINGS 70 RECORD THE E7(ACT LOCATION OF ALL PIPING PROR TO OCNCEA MINT DRAWINGS
ALL DE I INIIKJN ORM 6 TO ND TO M MPROWD TAARAP7LL OORRELATED IIIIII_
_
SHALL BE GIVENTO THE L7WEER UPON OOMPLEION OF THE PROJECT WTH A COPY OF THE TRANSMITTAL LETTER TO THE Ate.
`
\
IiWNA[LY p0A1SlRUCT TYKE NARADIWG FOR 7FE $11I.OAAG PAD AM! TEE PW+A?Juc AREAS 1ANAr ARE ORAAAHIRCG 10 THE iF]1Po14AR'i' SAOMER eASM,
_
\
5. F DEPARRIR6 FROM NNE SPETOIFrGATm OR EIRAWANG5 AE D�EMED NECESSARY 8Y TINE CONTRACTOR• DETALS OF SUCH DEPAifURFS AND REASONS
AWlFAWM STORMRAIM RM NOFF MWIRD 7TAE SAI AOJ M I}E LACAMIN OF 7FAA'PGRARY UYitX1ES AS NEL'iSSARM' IO MOU RtWW PROM' TIRE
;
\
\13
THEREOF SHALL DE s TO THE E]NGNETR FOR REVEW. NO DEPARTIIRES IKON THE CONTRACT Dpumm sHALL BE MADE WQMOLH THE WWTIF]R
OF THE OWNER.
URAVN4GE SYSTI74 TO TIRE rFAVFAORARY SIRA9IER 84SRV. OKE NSE AREAS ARE UP 7D GR10E AND SFABI ILED WIN CONfREM FALA:IEIYT. CR
*GffAWN THEN DIE MIFOW s I GAIN BE RfIV" AAD X ROLMIWDE'RR OF THE PARM AM CAN BE GOAR 78L
\ TEMi�ORARY
PROM
\
I
I F LET PR7CTION
\\
& THE LONIRACIOR MUST. AT ALL TIES, KELP THE PREMISES FIRM FROM ACCUMULATIONS OF WASTE MAIf ms OR RUSH CEASED BY HIT, MIS
CQVlRAGW TO USE PAR MAiG AREAS A0.N6'E71Ef TO 7IE PROPCSM MUL M MR LAY-DORNATAGIM AREAS - ANARVTMN IIHE E,Awn SO 7MT
\
EMPLOYEES OR HIS WORK. AL DEB I5 SHALL BE REM00 FROM TIE PROJECT SUE ON A EWLY BASS.
SfUBRENT LINDEN MIBffiL BE OII 1n BMW MOM A� pVSWL SILT FENCE AROU ND ur-O M/STAGING AREA AS SIONELL
\ \ \
1
N \
\ \ \
CNTR4= SHALL IMCLLIOE A MUN GAUGE NO LOG B" CONIAINMNG THE pVSPECIN WCINNZG PDR 7W SIX
\ \ \ 1
TREE PROTECTION NOTES:
& COMM S� I> Y AM CONrINWUUSLY>�TAIN ALL EROSION CONTROL DEVICES AND BIRDS.
\ \ \
1. THE CONTRACTOR SHAY. PROTECT AL TREES AD SHRUBS OUTSIDE OF C31r/FIL NINES, IN AM" TO THOSE THAT RECEME iREE/SHIMUB PRrnECITON
ALL APR[ ARE E&S CONRRCL MEASRIERES AR67 DE NAIVIAR0 f.W X PONY ENT WCETMON rs E57A6ElSHED.
. \ \I \
THE CONTRACTOR S ALSO REQUESTED iD SAVE AL OTHER EXISTING 7EES AND SHRUBS WHERE POSSIBLE
�
2 WHEN ROOT PRUNING I5 NECESSARY. CUT ROOTS CLEANLY USING A DISC TIGER AND IMMEDIAT Y COVER ALL ROOT CUT SURFACES LARGER THAN TWO
7. 5lOCI4'lL.E NiIP-TRAP ON SITE AND INSrA1 AL OTHER EROSION ooMliiOL 1AEASII� WHINE THE NpRIC IS OCgIRftlNG. THE CONTRACTOR SHALL MOi
NSFALL EROSION COMMOL MEASURES IN AREAS WHERE THE WOK WILL NOT OCCUR FOR SOME TIME ADDRIONAL EROSION CONTROL MEASU10 MAY BE
\\ � I
NWES IN DIAMETER WTH TREE WOUND URI�RNG. USE PLYWOOD FORMS WREN TIRES ROM ARE ADJACM TO PROPOSED CURB & GUTTER OR SD%%X
REQUIRED Br THE ENGINEER OR iIPON IECOMME10TLON OF MCDEiNR NSPECTON PERSONNEL AS CONEI WARRANT.
(I \
N
\ \\ \\
3. NO SOIL DISTURBANCE OR COMPACTION, CONSMUCTON MATERIALS. TRAFFIC, BURW TPTLS, TRENCHINNG OR OTHER LAND DI5NFDINIG ACTVITiT MEOWED N THE
ANY OR NOT
9. ALL OSIURBED AREAS SHALL iAV£ GROUND STAi3NJIA710N BY THE CONTRACTOR 1H�RDRNG 10 THE CHART ON THIS SHEET.
b �
ir
FINAL INSPECTION. ZONE ANTE BARRICADES MUST f1 ISTALLID BEFORE DEINOLITION, GRADING CONLSTRULTON BEGINS. AND REIAOYED UNTIL
10. STABILE SITE AS AREAS ARE BROUGHT UP ID FINISHED GRADE. INSTALL IIET PROTECT AROUND LNRNNAGE STRUCTURES AS THEY NE CONSRC M
a
Z \ 1
4- NO GRUBBING WITHIN TREE PROTECROM ZONE. LEAVE SOIL AND LEAF LJ'FNFR UNDISiURBED. SUPPLEMENT WITH 1-2 NCEs OF YULCLL RE -SEED WITH
11. UPON COI IRBION OF THE HNSFAL191ON AND WIIM APPROVAL OF NCDEW ALL SIMON CONTROL DEVICES, IICAIDNG THE 70FORRY SB MW BASIN,
GRASS ONLY N DSNRBED/N2RADED AREAS.
SHALL HE RE]AOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. ALL ACCUMULATED SEMEN! BEHINKO SPIT FENCE AND OTHER "AM DEV =
j
\ I
& TREE 99RICJM MUST BE INSTALLED BEFORE ANY DEMOLTION, CLEARING, G RADNG OR CWRUCDON BEGINS AND IS NOT TO RE REMUVfD UNTIL AFTER
SHALL BE REM AND DISPOSED OF IN A LAWFUL MANNER. EACH SECiOH SHALL BE SEED AT EARUES`r POSSIBLE DATE AIER INSTALLATION OF
PEE, SIRUC`M OR ACCESS, COOROIATE WITH THE BMW CONTROL ISPECIOR PRIOR 70 REMOVAL OF EROSION CONTOL. MEASURES.
\\ \ f
CONSiRICTION
12 ONCE GROUND CDVER IS FIRMLY ESTABLISHED, AL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF MCOFUNR
\ ii
TIRE
C TPROTECTION FENCE IS 70 NE LOCATED 1 TOOT PER TREE DIAYL1tiR INCH AWAY FROM 7HE TREE.
INSPECTOR.
\
1
11 ALL ERDSION CONTROL MF SHALL BE 0OWRIC1ED IN ACCORDANCE WITHTHE N.C. 900 & SEDIMENT CONTROL }PLANNING ARID DESIGN
TEMPORARY,
\SILT FENCE
MANUAL. MCDOT. U,& OEi•'!'. OF AGRICULTURE, AND MOICPAL SIANDVUtOs.
(,,
EROSION CONTROL NARRATIVE.-
I
\
IN, `
BASIN NOTES:
TRACTOR SUPPLY- VAS% NC - M OO(E COUINN
\
M/,V 1Q> MITs OF CONTRACTORR WILL ETRST INSTALL THE CONSIRUICIION E?NIRINCE. THE CONTRACTOR SHALL TFLftI
I
\ ~ � DISTURBANCE MAI 131W ON 3 DAYS TO
DRAM. MORa ON SITE AMR INSTAL THE TEMPORARY EROSION CONTROL DEVICES INCLUDING SILT FENCE.
�%
\
\ _�
\ ~ � TEMPORARY BASIN AND DMYERS ONS SHALL
\ AHCOREO/lUM D AND PINNED
NO PROTECTION. STONIER DISTIL AND OTHER WACSS IN ACCORDAMM WITH THE PINS
BE SOI MULCHED AND (CLEARING ONLY AS NECESSARY TO INSTALL 7HESE ITEMS). BEGN DE MOTION, CLEARING AND SUE
UPON NSKLATION OF MEAS S. N,'RAp OPERA ST 7 OF SiRP1C .R NED TELY
� �- \ M/�1 ` SILT FENCE IONS ABULI7A EARTHEN S REQU MWEDYA AFTER
NSFALLATM THE ON -SITE STORM SEWER SYSTEM CAN NOW BE NSTAIED. IAMFDYQELY AFTER
\ r � � _ AN INLET IS WALLED, INLET PROW ON SHALL BE PROPERLY INSFAJFJ) ON THE STRUCTIE.
_ \ \ ` � \ 1 � � THE ON -SITE SANITARY SEWER AND WATER SM MISMS MAY AM BE N5TALLED O n THE SITE IS
PROPOSED BIAMI THE
I,- ► � s \ ` ` � 41/& RROOI� GRADE WILL THEN UGHT UP TO GRAM BE EST SITE PAD �FOR�TFESL�I�AiILATON AND GUTTER
I Ind / - i _yTD>� 2 _ _423 --MATERIAL YARQ_ AREA \ ` \ V \ � ~� 1 ~ � �? ` � � EXISTING MANHOLE DMIRBED AREAS WV BE L)L� M� WMIL . MMOVE ALL N.iE-L 11 oTE. HTRa sraL0.M
I 1 / I \ � ATE \ \ �, \ \ '� WITH 5fT DIP STUB miucTUREs WHEN PAVING is TO L7EIIM. PAVING AND sTR m WiLL TLLEN BE CdIPLEtm.
I r9 I / I \]Sr �` \ RIP -RAP APRON#2 1 \t ! _ \ ~ ` _ 1 41/& - FINI sRINWA POND STRUCDXtE ONCE UMREAM AREAS HAVE BEEN STABILIZED (REMOVE
1 w +r \ � RAM=42S. QN�I ACCUMU Aim ALL LAND6GWNG WILL BE LOAPLEim. THE RH-SLEE STORM SEWER
{ y '• \ ` � EX.INV.IN-410.20 Sl SHMI SHALL BE CLEANED OF M Y ACCUMULATED SEDRAONr +LATCH SHALL BE DISPOSED OF IN A
1 r , 1 i x / SPILL AY ��� \ \ REFER TO DETAIL 1 \ \ \ �2� Wgst
"� LAI MANNE R, A L AC UMLNAIHD SEDWff BEHIND SET FENCE AND OW ANT DEVICESKle I \ SHEET FOR 11 ` DJ� " M EX.INV.OUT�41(% fO SHALL BE LEiROVFD AD DISPOSED OF IN A LAIIIFUL M ANI AC ORDNG TO THE GROUND
\ CONUIKM ION \ \ -lJ �/j n \ ~ (F1 LD V£RIfY LOCATI01STABILIZATIONUIREMENTSSHALL MINIMIZE i D+ THIS SHEEI REMOVE ALL "GSEDIMENT L Ita°u LANROLD
'S 05.4g'00"I� \ R`t)IAREMENT5 ` I \ ��S ` DSTLN9AMCE AND FINAL VEGETATION sr 7LDM OF THE stTe
I A P J� \ \ \ \ p�cJ \ ELEVATION PRIOR TO
ALIIDA
�--- W _ _ INTENDED TO _
ANY
I a✓ 5--. 17 -; F MBAR � I- .� � _~ 1. - ` \ \ \ \ \ WEIR TO BK)-RETi 6 10 S ,_ , �%j~ � � �� SMRMWATFR RUNOFF FROM THE CO SiRUCTOM SLUE AND MTNN IT LONG DO M FOR SEDIMENT
\ � r � _ � � 1 � ., CONSTRUCTION) AND POLLUTANTS RT SLTNLE aTr siOUFMAIER BEFO(E�OI�FNRG€. vAltf� ELRosOM
A 1 \ \ \ DETAILS FOR RIP -RAP \ ` CONTROL MEASUIRES ARE USED TO PREVENF POLLURANT-LADEN STORM WATER RUNOFF FROM RPM
TEMPORARY I \ F0 �.� , Fo 06.37,25/ E i FO W NUMiENT \ \ \ \AT SPSI.WAY � �? � \ ONTO AOJACEUO PROPNDiITES.
SILT UUTTLEEET � I _ 1 TEMPORARY o QJiJ-`_ I 8 \ \ \ \ \� 3 } �„ CONC. MONUx1ENT \ GRAPHIC SCALE
_ Fa b \GUY
�a/ I I I # TEMPORAR'! SILT OUTLET=� ^ U�N GRO(jNp B �� Fo O� \ \ \ \ \ WIRES $ S I 0 15 30
I _- Fo -� 1 - SILT FENCE- _ �, I RIP -RAP APRON 4 --�_ \ 1 $ '.
-� REFER TO DETAIL ---� \ ` f !
I - I=o FOL Po \ OUTLET - � ENT 'SHEET FOR IP-RAP APRON13 -- 3a R W J
�` `� "'' 7 CONSTRUCTION `REFER TO DETAIL �- ' 1 INCH = 30 FEET
/ 1 � FO ��s�� REQUIREMENTS ~-��HEET Holz -- 15 CAROL POWER JOHN P. MCSWAN & j : ¢\If
4 fr - / FA__
` ��` -`�Fo _ _ �� ` _ _ CONSTRUCTION 7 --� 05#441 " - \ \ \ � _11 & LIGHT RIGHT OF STEVEN B. McSWAN j 1
h c3T'+�-_
�� 1 1 Fo �_� Fo REQUIREMENTS 290.15 �~� _ \ / \ F _ ZONING DISTRICT- HC VAULT .
,�, � ... � �'-" � r-O � �' F�� r't��� , / \ �` �- \� � '� Fo Wi4Y DB 332w624 ti
� I I `] 1 .I L- �- _ A \ � � j �� F & DB 364-157
_ jy j
/ II ~ ~ ~ �• r ` FO ~ I 0 T. FO �� 'ice �` FO .�` _ 7 `� \_ O ���
/ C 1` I _Zt '' .." ^` = f FO�� FO - Fo , FozTE�IPORARY F° - � . - - -�� ^ \#'1/RE8,4R \ M ,°� L\
It
/ 1 .� - g..� � , - �_ ,�.� ` , - - - SALT FENCE- Fo �z O p� �o �- Fo \ -41 \ \ Q \ � m�a - I FORC!
1� e�R�tcA'` - "� -- -- , -, .._ - , - - 1-0 T-�r N 3- -- Fo--_ o� <o FO- ,, -- L=o - \ -- M�a - !
- -"��� - _ - _ ' �2-- -� - ` _ FO , FO F \ \ \ \ - - 1 MOIRE COUNTY r !
-
END Of PIPE ` " - _ , _ - - - _ - - � '�111111Z. _- ._ � ` 1 ` ` -- -,` - - � _ _ �� � FO \� _ Fob- Fo NI/ , ` ` DR 3894-531 !
1INKNOU-- �•1-1. �'�-
15 RCP lltft �_:� - -TEMPORARY _ _ \ _ _ _ - W
_ -SILT FENCE _ _ _ _ R
INSTRUCTION „` ~ - �` � -� LNG ... „ T t �-� - \ / / .
ENTRANCE __ _ � .. • 1 , .� - - ` '. , , - _ _ - > > __�
_ / ♦ ,v
-1 � ` STEMPORARY � TEMPORARY ~ 4 ,� .r. I L - - - -- r - , - - - / / O'b
TEMPORARY ILT FENCE �� r � - - /
INLET PROTECTION
I
MITS OF ~---- - . ��� /
.r DISTURBANCE " _� y- 9 d�' Pil /
' REFER TO B!O-RETENTION
I RIP -RAP , �#� -- -- - - - - - - - _ _ _ � y DETAILS FOR RIP --RAP ro GROUND COVER NOTE:
/ REFER TO DETAIL s - : � t� ' AT 9I7 ELBOW �� pERYANW GRoRTMcovER FOR ALL D AREAS SHOULD BE PRwrom
~-�`-- L
I SHEET FOR y 4 WfOIN 15 H10RIONG DAYS OR 90 CALENDAR DAYS (WHICHEVER S SFIORIER),
CONSTRUCTION Us j�%f* ~ � � � - - ^..� '. - ` - � �� FOLLOWING couPLEnoN of Da�RLRCTtaa OR
REQUIREMENTS np ,AWAY N - - - - - - - - - - GROUND COVER RE UIREMENTS:
�� \ ` NJU 324 21 r L'i'D f f O - - - - ` EF GW A - - - •� - �• . A�TWE 0 FOR GIAM OR DINER ADEQUATE QU EROSION--CFILLS SHALL ONTROL D�EVICCEES OAR SITIRIE LIRE AWE IN MY EVT CAN �FINT SLOPES LEFT
_. [ ;L U A/P�) OPOSED � ACCORDING TO OWING CHI BE PLANTED OR OTHERWISE PROMED WITH TEIAPORWRY OR
� !i4 YARD INLET PERMMNENr GROUND COVER, DEVICES. OR SItUCiUIRES SUFFICIENT TD RESTRAIN IROSON. PRONSONS FOR PERMANENT
`~` ��_ "` RiI� 413.31 �L SUMCIENT j� Opp OF OR DEVEMR ALL LOPMENT
PMMEUNT IJSTl1R8ED AFAS ACCORDING TO THE
,�--`--�-- _� _ ��-��-- INVERT 409.61
_ ___ -
. __� -­__j�P,
I J�PPRDX/AlATE CL7 I / w �_ w _, w -� w ` ,� -1- ,
II 10 W.4TERUNE 1 1 W--�� w�' I -- ---yam jj.v
= I I I � w-�� w--�_ ~ --
I I I I w ```- w-
1 I 1:1 l
I . j i I
SILT FENCE � ~ ^ - r � -_
~__� /
OUTLET �- � �--••r -' � �
��
~ w �_ w "__tz�w -
��
-
Course
I Bearing
I Distance
.1
I S 84756'46 E
1 19.98'
STABIIMTLON TBO RI ME
571E AREA a1SC81'"
STAL41 OnON
7 AIEFR W DIC,EPADAtS
PfROM ftKa Sfti,T,,
7 a4YS
A"
aftfS AAV SZOA-5
mw QlGlIJIY NEWER (I
7114M
AM
ZAIYES
#_ ARE 10' N LESS• TVLMT11
SLOPES STMV 7N4N 1'1
7 d4Ys
SStaI
ANO ARE NOT S7ZY& INUV ,I 14 a4YS
AIf ACLOND
SYN7 S i 1 OR TATTER
14 Li4}5
547 6 71W* fW
S1NI4 WAM? R W
�V LEAm
ALL OIND? AREAS' ON 20AEY
1 14 DAYS
NA 4 aCEPI FOR PER,INAiEIEXS• AW
fI417i1P T16W AI
HN ZONES
NOTE TO CONTRACTOR:
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL
INSPECTOR OF THE LOCATION OF ANY OFF -SITE BORROW SOURCE OR OFF-STE WASTE
MATERVIL DISPOSAL SITE. OFF -SITE DISTURRARM COUNT TOWARDS THE OVERALL
PROJECT DMRI3ED AREA AND MUST IE COVERED BY THE PERMIT FOR THIS PROJECT
AND/OR THE PERMIT FROM AMMER ACTIVE WORE COUNTY OR NCDENNR PRRMAiTTED SiTE
THAT Ei APPROPRIATE FOR THE INTENDED USE (I.E. APPLICABLE MINING REO REMENT5).
NO OFF -SITE ACTWTIES SHALL OCCUR UNTIL THE PERMIT FOR THIS PROJECT HAS BEEN
MODIFIED TO INCLUDE THE AFFECTED AREAS OR IT HAS BEEN VERIFIED WITH THE
EROSION CONTROL INSPECTOR THAT THE OFF -ATE AREAS ARE COVERED UNDER ACTIVE
APPLICABLE MOORE COUNTY OR NCDENR PERMITS.
1 EROSION CONTROL LEGEND
- !I
_ 1 3': - I '+:I.i: 1: _ II 'ii OWN YI :�1 i--.
ffw_ar_
pa
• +I
11
,..
i�
PROTECTION
I SF
I
TNPORARY SLT FENCE
TEMPORARY SILT 11
FENCE OUTLET
1 1
DITCH
EROSION CONTROL NOTES:
REFER 10 DEDUL SHEETS C-9 FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROL
ME1�SA5TO BE USED N 1HE nEAIM~ OF THIS ATE
TRf U M SHEET C-9 FOR II3PORARY AND PERMANENT SEEDING SCPEDULES FOR PROVIDING GROUND
COVER TIE FOR THE DEAuftENT.
NOTIFICATION_ OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMUffATKINN POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND DISTTURBING ACTNTTIES mPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION
OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONTORING PROGRAM CE THE NPDES
STORM -WATER PERMIT FOR CONSTRUCTION ACTTViTTES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MUVNTOWICE OF EROSION AND SEDIMENTATION
CONTROL MIFASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST LE CONiDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PETRMAPIENT
GROUND OVER 6 ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. TiiE SELF-INSPECTK14 REPORT FORM IS AVAILABLE AS AN E%C,EL
SPREADSHEET FROM Tt*//www.direrwstate.rrc.us/Pages/sediLnentaLiwLroJtmL IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CAL THE APPLICABLE
NCDENR REGIONAL OFFICE: (RALEIGH: 919-791-4200) (FAYETTEVI LE 91D-433-3300) (WLMINGTON; 910-796-7215) (WASHINGTON: 252-946-M81)
(WINSFON-SALEM: 336-771-5000) (MOOR6i+ILLE 704-663--1699) WHEVILLE: 828-296-4500).
�. .__ TRIANGLE
­.
SITE DESIGN
1.
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
(919)553--6570
mlowder®triangiesitedesign.com
NC LICENSE #P-0619
SEAL: +'.11111111a,.#*
�• CAj
41 I, ........ z ,,i.
04••FE.SSro ;j%4
•o �9r4 7
: SEAL =
IN
24 34 f
r =
V
••.
�I,*Rf11 E;,"$$
01
U
�
�4
0>m='
. P==�
�=IIIIIIIIIIIIII�
UQ==q
<�Q==,
�4
�D
=z
04
�o
O
C)
04
P=I
u �2
'-q
E�--I
.
_
1��
inI4 CO
1-
U�
_
1--I--1
111
-
ur f'11 i-+-1
V f 0
r`7
PJ �:5
OWNER/DEVELOPER:
Primax Properties, LLC
Attn. Frank Fawcett
1100 E. Morehead Street
Charlotte, NC 28204
[phone]
(704)344--8288
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/26/12
JOB NUMBER: 000023
TITLE:
EROSION
CONTROL PLAN
SHEET NUMBER:
C-5
COMMENTS:
- � -, . _ T L: : ; �- �- �_ "-r�-r-r� , •- : ! - . r -.. __r T -7 fir.- _ T--s -, I , "II,
-
I.
11
-w ..•M 1 1 , r - .. ,I ... .. : J _ P. .NI i. _ '- r ., .- (r ...-y. . a. t i, s...
- ■ _ _ - I . . - _ A i ,•1''•.. _ - ". l - t •.. e: �... � '. --, W 411 - 4 ,r .. . _ r _...._ ... .._. _ - r.

'441nI Lg 121101
BMP element:
ra:
ow will remekfia a the ob era
The entire BMP
present
7Areasof
Remove the trash/debris
e perimeter o the bio-retention cell
soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then plant
a ground cover and water until it
is established. Provide lime and
a one-time fertilizer application
Maintain vegetation at a height
of approximately six inche&
e inle ice: pipe, stone verge or
wale
The pipe is cloggg
UncN the pipeDispose of the
sediment off -site_
The pipe is cracked or
Replace the pipe,
otherwise damaged
Erasion is occurring in the
Regrade the swale N necessary
smle.
to smooth it over and provide
erasion Control devices such as
reinforced turf matting or dpmp
to avoid future problems with
erosion.
Stone verge is clogged or covered
in sediment
Remove sediment and clogged stone
and replace with dean stow
The pretreatment -area
Flow is bypassing pretreatment
area and/or gullies have formed
Ire-grciFe N necessary to route a
flow to the pretreament area.
Restabilize the area after grading.
§edimerif-hasaccumulated to a
depth greater than three inches
Search for the source of the sedimeR
and remedy the problem if possible.
Remove the sediment and restabilize the
preetreatment area.
soon has occured
Provide ions erceion protection
such as reinforced turf mot* or
rip-rop N needed to prevent future
erosion problems.
Weeds are present
Remove the weeds, prefembly by
hand.
e bio-re tion 1:
Vegetation
Best P_r0feW__i0fflI practices
show that pruning is needed
Prune according to
professional practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cover if a
soil test indicates A is necessary.
Tree kes/wires ore present six
months after planting.
Remove tree stakes wires which can
kill the tree if not removed)
The bio-retention cell:
Minh is breaking down or has
Spot mulch if there are only random void
soils and mulch
floated away.
areas. Replace a whole mulch layer N
necessary. Remove the remaining
mulch and replace with triple
shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are clogged
Determine the extend of the dogging.
wilt sediment
Remove and replace either just the
top layers or the entire media as needed.
Dispose of the spoil in an appropriate
off -site location. Use triple shredded
hard wood mulch at a maximum depth of
three inches. Search for the source
of the sediment and remedy the
problem if possible.
An annual soil test shows that pH has
Dolomitic lime shall be applied as
dropped or heavy metals have accumulated
recommended per the soil test and
in the sail media
toxic soils shall be removed, disposed
of properly and replaced with new
planting material.
The underdrain system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop inl& Dispose of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet,
Contact the local NC Division of
Water Quality Regional Office, or
the 401 Oversight Unit at
919-733-17 6.
1291 Ma 19404 Y DRilia 1► skill I M IF I I,Ifto] 1
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
87%
CONSTRLICTION SAND
FINES
8%
SILT
ORGANIC MATTER
5%
COMPOST/PEAT MOSS
PERMEABILITY
2 IN/HR
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER HYBRID BERMUDA GRASS OR CENTIPEDE THAT HAS BEEN GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
BIO-RETENTION SOIL MIXTURE:
Bio-retention SWL9Lx r.(M- shall be placed and graded using low ground -contact pressure equipment or by excavators and/or bockhoes
operating on the ground adjacent to the bio-retention facility. No heavy equipment shall be used within the perimeter of the bio-retention
facility before, during, or after the placement of the BSM. The 6SM shall be placed in horizontal layers not to exceed 12 inches far the
entire area of the bio-retention facility. The BSM shall be compacted by saturating the entire area of the bio-retention facility after each
lift of BSM is placed until water flows from the under -drain. Water for saturation shall be applied by spraying or sprinkling. An appropriate
sediment control device shall be used to treat any sediment -laden water discharged from the under -drain. If the BSM becomes
contaminated during the construction of the facility, the contaminated material shall be ranoved and replaced with uncontaminated material at
no additional cast to the Administration. Final grading of the BSM shall be performed after a 24-hour setNing period- Feral elevations shall
be within 2 inches of elevations shown on the Contract Plans.
The Bio-retention Soil Mixture (BSM) shal be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials or substances shall be mixed or dumped within the bio-retention area that may be harmful to plant growth, or prove a
hindrance to the planting or maintenance operations.
Prior to placing the under -drain and time BSM. the bottom of the excavation shall be roto-tilled to a minimum depth of 6 inches to alleviate
any compaction of the facility bottom. Any substitute method for roto-tilling must. be approved by the Engineer prior to use. Any ponded
water shall be removed from the bottom of the facility and the sal shall be friable before roto-tilling.
Once the BSM has been placed the entire bio-retenion area shall be sodded with grass that has been grown in sandy sails or that has the
roots washed clean of any clay or other materials that could clog the function of the bio-retention system.
OPERATION AND MAINTENANCE
North Carolina storm water rules require annual inspections by the regulating ogemcy of bio-retention areas as a minimum. More frequent
inspections by the land owner or system operator am strongly encouraged to ensure the proper operation of bio-retention areas_
A. Rainfall Event
1. Inspect the basin after every runaff-producing rainfall event.
B. Monthly Inspection
1. Inspect the basin monthly
2. Check the bio-retention area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative and rock filters for sediment accumukition, erosion and proper operation of the flour spreader
mechanism and repair as necessary_
C. Quarterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and gross 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 rip -rap and repair broken pipes.
3. Reseed grassed swoles, inducting 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 stricture or other areas where accumulated sediment is noted.
2. Inspect the embankment taking note of any wet areas where water may be seeping through the s6L
E. General Inspection
1. Moximum grass height is to be bin.
2. No woody vegetation shall be allowed to grow in the bio-retention area.
S. Debris shall be removed from blocking the inlet and outlet structures and from areas of potential clogging.
4. Periodic removal of dead vegetation shall be accomplished.
5. All components of the bio-retention system must be kept in good working order.
i BIO-RETENTION DETAILS
- N.T.S.
LENG1Ff VARIES -SEE PLANS
SHAPE OF BIO-REtQTfION
AREA MAY BE RRREGLAAR
A
s • G, r> r v a a Y a w .0 v W v• a ♦' w W!
r a a .. . a a > a G a G r w v • r .r v v .. # w v v - w v a
a r a a
GRMASS SOD
ENTIRE ENO --RETENTION AREA o -a r _a r aaa r_G a aw r Wa a aWa raw v -a `aa a -aG a `v a1=Lra fWa aW♦ aW W. aw v Wa_ rw rr rW ar Wa r aar a. a WrG r_ a ar . v
a -w CLEgNOUT WIiH THREADED LID
(BERMl61ASOD) (TOP TO BE6"ABOVE MAXIMUM
PONDING ELEVATION, AT 100
aw FEET MAX. HORIL SPACING) aaa a a ♦ aa a
" v w w� v 4 r' a a-♦ - a f a a Y W . v Y r +. w w v a r r
CLEANOLITWITH THRFADEDI aaaraw-a-f _waver w"a1a W-rear rwa.aa WGaaawraaWwWwra -.
(TOP TO BE 6" ABOVE MAXIMUM '- > - W w. G a o v a a w a a a a .• a >-- W a • a
PONDINGELEVAT[ON. 9100
` r r
FIEET MAX. HORIZ. SPACING) ` a r a a a_- r a ' r" r•. w w r a W a r a a a - a a a r W r - W-"
a v a_ w v' v G W• r v w r r~. w w a a a- a w v a w a r• y• r- w r a-
v a a w a a a . ♦ a a v w w w w w 4 T r
A 6" SCHEDULE 40 PVC, SDR35, OR SMOOTH
WALL CORRUGATED PtASTiC PIPE WITH 3/8"
TOP OF EMBANKMENTREFER PERFERATIONS ® 6' ON CENTER (4 HOLES
TO CHUN2T FOR ELEVATION PER ROW)
s" DGTfETER SOLID WALL UIfDERORAIW PIPE OVERFLOW OUTLET SPILLWAY.
REFER CHART 8 DETAIL FOR SPILLWAY
OU1W- PVC (PER AAlSHTO M252) OR HOPE
WITH SMOOTH NNIER WALL, PROTECTED Wf1H ELEVATIONS
S � DIMENSONS
FILTER FABNIC_ ri
SPILLWAY CREST
ELEV.=419.0
PLAN VIEW
TOP OF EMBANKMENT ELEV = 420.0
5' THICK 4000 PSI
CONC. W/ 6X6, 10/10
WWF 2" FROM TOP
UNDE'.RI)ftA1N PIPE EXTENDS TO INVERTED
PIPE ELBOW. REFER TO GRATING PLAN
FOR LOCATION -
SPILLWAY
A
B
BASIN
3 FT
1.0 FT
CLASS B
RIP -RAP d 50 MMAN
CONCRETE SPILLWAY DW=r 014 FILTER
FABRIC
CAP
coo C
Osq L
a ahoo0°o
aao
pGpo 0
e
0 0 0 oa a a o
°ec°0oa°caoa0g0c
°>aaJaq°O r.ao°.e
6' SCHEDULE 40PVC,
�J
° Go°aatiG oa0a
00ao°c °ices °a°°
SDR35. OR SMOOTH
NA OC7El17iN1
�GM7
Nl/SOIL
�c C`G 40°"°c C6"4`o0
QO�G
GAG Gc'N°aGa7G
G4
po4°Q
WALL CORRUGATED
lG��lIVI�'o�\
Il1URC
v6Q������6np
° e o o�� ao`'a`''
gOjO�°Ca
°o°o` n°o°U°o°°
"'aqa Coax
PL{iM PIPE. (SOLID)
LLLQJJJ
°a^�C5°L�`�GGgd O°7°
q-'aoC°O
°c°c°�cn°c°c°n°a
a°o0o°c°qac�°o°o°
uGa{?°9n dtlaaanaco
°°^qb°G°^°c°o°o`
0 o a a`o s i r
0 0 0° G p 6 0'
c o eon e 0 c
n e o a o 0
q oacc°�°
0 a 0° a
o a 0006,`a o a_
ocoo°0.moo°�GcOv
c
o 0 o a a n a o
nc0gc ogoaoYGq -
90' ELBOW CONNECTION
TO UNDERDRAIN PIPE
WASHED SAIVD----,_
UNOISnhFIM SUIS&
UNDERDRAIN GRAVEL
BED (#57 WASHED
CLEANOUT STONE)
BERMUDA SOD
y airs,. i
{
1-
t l �� ._ _ � •� er
8' GRAVEL AT
UNDERDRAIN
BIO-RETENTION CONTROL STRUCTURE
8I0-RETENTION
SOIL MIXTURE
3CY CLASS B RIP -RAP
NOTES:
1. ALL BIG-RUENT1014 SNALL HAVE AN ACCESS EASEMENT
CONNECTING TO A DEDICATED PUBLIC RIGHT OF TIDY.
2. ALL DRAINAGE AREAS TO A BIIO-R TENNTION FACLI_i1Y ARE
TO BE STABILIZED PRIOR i0 INSTALLATION OF SOILS OR
GRASS SOD.
3. WRAP PERFORATED UNDERDWeNI WITH FILTER FABRIC
PRIOR TO BACKFILLI NG.
4. WERDRAIN PIPE SHOULD HAVE 3/8' PERFORATIONS
SPACED AT 6" CENTERS, WL 4 HOLES PER ROTA! MAX
SPACING OF UNDERDRAIN PPE IS 10 FEET ON CEIffERR.
S. UNDERDRAiN CLEIWOUTS MEiST EXTEHU A MIN. OF 6
INM ABOVE TOP SURFACE OF GRASS LAYER.
PREF'EIWY TO THE TOP OF DESIGN MAXIMUM PONDING
DEPTH IN THE B10-RER3l1TON t3A5iN.
25 YEAR STORM EVVATION = 419.9§
10 YEAR STORM ELEVATION = 419.64_
SPILLWAY ELEVATION = 419.0
1 YEAR STORM ELEVATION = 418.76
1" STORM ELEVATION = 418.06
FILTER BED ELEVATION = 41&0 -
IWS LAYER ELEVATION = 416.0
BOTTOM OF SOIL MIXRIRE = 415.0
SEASONAL HIGH WATER TABLE > 14 FEET DEEP (401t)
OVERFLOW OUTLET SPILLWAY.
REFER TO CHW FOR
SPILLWAY ELEVATIONS &
DIMENSIONS
`RIDER TO CHART FOR
TOP OF BERM ELEVATION
`GRASS SOD
(BERMUDA SOD)
t REFER TO CHART FOR �! 12' WQV PONDING
ll. BOTTOM ELEVATION
f ( a
SOD ON SIDE SLOPES (REO'D ''-113' 1�IIk r �f-37 MINIMUM
FOR FIRST PLANTING YEAR) ` BIORETENfION SOIL DEPTH (GRASS BASIN
WiTH TWS)
r t BIORETENTION SOIL MIXTURE
.}
SCARIFY NATIVE SOIL
NO COMPACTION .
FILTER FABRIC AROUND
6' DIAIAETER PERFORATED UNDERDRAIN PIPE WUNDER-DRAIN GRAVEL UNDERDRAITT GRAVEL BED
- PVC (PER AASHTO M252) OR HOPE WITH BED (157 WASHED BOOTTOM AND SIDES.
SMOOTH MINER WALL. PROTECTED WITH FILTER STONE)
FABRIC.
SECT A -A NOTE: 6" UNDERDEIAdN PIPE EXTENDS TO
OUTLET ELBOW. REFER TO GRADING PLAN do
DETAIL FOR LOCAiION & ELEVATON.
BIO-RETENTION CROSS-SECTION
OISOIL MKOE /{ \ l-•-EMBANKMENT
8" GRAVEL LAYER 6" SOLID
t UNDERDRAIN
a • PIPE
6 UNDER -DRAIN PIPE--,,,",,
x'
BOTTOM OF SOIL MIXTURE = 415.0
900 ELBOW OUTLET CONTROL
TRACTOR
may.,
LY
±19,015 /
- INLET PIPE:
WTTH RIP -RAP -
APRON
i :1
TOP OF EMBANKMENT ELEVATION - 420.0
FILTER 80 ELEVATION = 418.0
IWS LAYER ELEVATION = 416.0 (BOTTOM OF ELBOW)
2 CY CLASS 1 RiP-RAP
SPLASH AREA OVER
FILTER FABRIC
W ELBOW
Z \
� iNLrT
WiTH RIP t
� APRON
4#O6MTER
WNAG\ rr rN
I
RIM=419.0
INV=414.5
6' UNDER-
bRm (TYP)
CLEMIOITf w w w w \w w w o w• \w w w;
�iNhF�k19.0x
INI=414.5
U NM
=441 \
\ 1
vl r •a a y
a • C+
\
i1f ANGtX
• - • . , w �C ", w w r w w w w
-.�• 1�
�� >*Q }► ♦ a'�l ♦ ~ a W • w W �'�'ti V \ w w w W - _
\RIM-419.0
04�414.5
iRGRfit/�yQ yg +�a +- FO w w w\ Y`
a a a ♦ a r
• \ a a � �r-a-
TOP C!YBANKMENr=420.0 OS \ - • - r - - a - a - . - `- - - ` - - - ;
rP 0_
'
0 FQ �Q \ _ 1 4�. r a a a a • •
FOB_ W ELBOW WiTH T11P-T?AP _ �` a-•
\
\
FO Fo FO REFf R TO DEPTH. THIS SHEETS
�~ FO -- FO ` R1 419.0
-�
B FO
- L3 -tip/
FO - Fo -- N61=1T3. \ \4 REBdR \
�� FO �� FO
FO FO \ \
Ai_
\
�FC1
F
� FO �� p@ O _1�0 � FO
- � : � � � � -- ^- - � �� - � • -
� _ ��
��
SI� ------�
�199------ - - -
arsix
--_---
- - -
.�. BIO-RETENTION PLAN VIEW
GRAPHIC SCALE: 1 INCH = 3D FEET
- TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder0trianglesitedesign-com
NC LICENSE #P--0619
SEAL:
CA,%l'�.
SEAL
2713
'Y
•�rirrrrrEirs"'s
0
�
O
O
�
�
O E�-
x
134 O
� V
-
�
x
:�
w
<D
OWNER/DEVELOPER:
Primax Properties, LLC
Attn. Frank . Fawcett
1100 E. Morehead Street
Charlotte, NC 28204
[phone]
[phone]
ffawcettCprimaxproperties.com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 10/26/12
JOB NUMBER: 000023
TITLE: STORMWATER -
MANAGEMENT
DETAILS
SHEET NUMBER:
C-9
COMMENTS:
-*.'.-•L4ri•N►,y dlfr--1_'_rr�a.�s ___ __ _ 5:�_.�a'i.a�

�yV (vi21 ld �
f arcr&rr v. >►rtarrNrrr �
DO 260-545
ZONING DISTRICT HC
0 ! !
! - 1
! e. 4 REBAR tz' ra swm
! r 399.
! O ! 1 ` �s 40' TO BE SODDED AREAS BE SEEDED
! ! D,�SoJ ; PER THE SITE SEEDING
SPECIFICATIONS ON SHEET C-8
HIGHLAND MISSIONARY p
BAPTIST CHURCH j
DB 413-348 0,1 h 1 r • .
ZONING DISTRICT.• HC ! ti ! 14 REN�AR i
I O ! ! R .. DEED
260-545CES:
! J • • a� 3� -545
! I . 261 231
! ! 3 DISTURBED AREAS NOT NOTED
! • TO BE SODDED TO BE SEEDED;
! ! ! PER THE SITE SEEDING
SPECIFICATIONS ON SHEET C 8 "1
Q !
C' n Y +\ f
1
i r PROPOSED COT /1
I w
! o f DISTURBED AREAS NOT NOTED 3.551 ACT -TO BE SODDED TO BE SEEDED
! f �
SPECIFICATIONS ON SHEET C-8
! ! ! ! 1 ! € TRACTOR SUPPLY - � • j
PROTOTYPE '�G" -•3
• ` ` `T4p
! ! o !
! ! J a "
••f�♦ a • • • Ll
♦ ' • ♦ `
• • I♦ • r � � a • F a� a
t • • • a '�' V • • •
X 16:
�/ ` � MULCH � � �! -� -a-• W i IW W W f•-a-♦
• i i
ISLAND
MULCH �' i i �r'.' 41
ISLAND �, .' w i W i ' i •
MULCDH
! o HA INDICATCH TES MISLAID 65 ULCH HATCH AREA ISLAND r i i ` i ♦ 1 r • +..4P All
SOD" INDICATES
1
i i i i i i i .' ♦
••. .•.'.`.`.'a`r a'. .. Ka'.•a'' i ♦i •• .`a`. . :-. :`. .'♦'..'. i i w W w i + �'•'� BID-RETENTKIV POND To BE
R/W--- �f305491 �
Course
Bearing
Distance
L1
S 84'56'46" E
19.98
•-•♦• • r w ♦ i W i W a i i w W w W w W ♦ i SODDED - REFER TO SOD
• ♦ • • ♦ • ♦ ♦ . • • ♦ ♦ • ♦ ♦ • ♦ ♦ • • • • ♦ • ♦ • • i _ W w ♦ ♦ ♦ i ♦ , i i i • • • W V W W * W ♦ � i V i i W W i ♦ •
++ �. • . . . . . . r . . . . . . . . . . • - ail REQUIREMENTS tNl SHEET C-9
f •♦ ♦ ♦ ♦ • • • ti� ♦ a • • • • • a ♦ ♦ • ♦ . • .• W i W W .♦ i i i w W i i i! W i W W W i i W W i W i W i W .•
SDNS'3725 • � �i•a• a. a r a W_ i W i ♦ i 1i ♦ W• i V i/ i i i� i i i� i i i i i i W W i • i t•
a • • , •' . • a a . . . . • ->� + i mug
W i % • • • W i + { i i i i W i i i i • i i i �' ```��{,,,
H J•;•f` rri�• r♦ i i W W w W w `W i i ♦ ♦ i i ♦ i i i W i, W♦
•♦FiS�_ Fo +/• ';. Xwi,rv�i'lff: a ♦ . • ♦♦ .•
��� • • • • • • ♦ • • ► i_---•r i • w ♦ i i W i i • W w W� i i W W W W i
. .♦� r-o �� .•.♦ • ..•+a.•. •.a .•r • = +�i w w W iti* s`i •r ♦ i w W w w w i i i •
p
�- .� •. . 19�-+F�•(}��+�_ � '. .'. - - i , • t -_ �r w v ♦ � i •r w w i i i w w w • � •
•`� F1 {j • r • • • + •�K,/Z/y/, • r ♦ • • 7 a�a E t • ♦ i.� �4'._ i w w w i i ♦ i i r• � i7fJY
.E 'L! �.�'r .. . . 1/h�Y 7.'rK • : r :F0 •blJ�-s- +ti . . . r`.� :♦ r - - 1"
... - .. � � �. }.--..�_ W i i--. � W i i i i WIRES tj
• • a• ~ `� �♦� �, -L y . • a r • • • . ��♦ • ♦ • ��.� r ♦' •r•♦•♦` r`•r. `. `. • • • ♦ i i W w i ♦ i i W �.
'♦ti . . r
a . R W MONUMENT •. • a • . . a . . . • . . . . r q� . . ' . . .. . . �.
FO �-FO
�• •, Q/�p/�t� /1`n/r 1 i1-.# t �r ♦ . • • . • . a a ♦ ♦ a • • • J K--ff 1.-��•'T ♦ ♦ . • r • + • a r'j�11
1� • *v• - FO Jtllr,r � C4B�L ` a ♦ • a ♦ ♦ • • . . a V • T �(J - • t• • . a a • - f1
FO
FO FD '^- �r� a • r • • a • • r'1
TO ` r� FO 19 DS -� . a . a • �--- O
Fort FO FO
1=0 �_��� FO•�- FO -�� F MG
�- 290 �5J ` `a-`.7.••'•`•'♦`•`• • +♦✓ � F FO
FO
FO -�� FO �- FO , Fp ��
FO -� FO FO � FO
Fo FO -- FO �_ , FO -- Fo ~ Fo � N� RERAR Vy 2- L
Fa, FO � FO -� Fo, Fo - MIN
FO -' FO �-� FO �� FO Ffl FO
` Fo
FO -�- FO- Fa
END Of PIPE _ - _ _ t INVERT FO FO- FO FOFo-
UNK•AIm � 411.09
15'" RCP I/AIGAyA+' Iw�r sDN�V
b
PIN
jUs ~��----__
DB324-.2GOAY NO. l -- --___________� =- -__
�� LINT=S PH� � ff PA - - -
YARD INLET
RIM 413.31
INVERT 409.61
s
Wes`~
Ii APPROVMAiE I W �- W ~ ~
Wes_
! 2,I WATER LINE I ! W --�"•` W - ---- W--
! ! ! a. I w
w
MASTER PLANT LIST
TYPE
SYM./KEY
BOTANICAL NAME
COMMON NAME
SPECIFICATION
CAiJPER HEIGHT ROOT SPACING OTHER
TREES
U
Lagerstmemia indica 'Muskogee
Muskogee Crape Myrtle
8' MIN.
B&B
AS SHOWN
3-5 sterns
I MG
Magnolia Grand -Mom `Little Gera`
tittle Gem Magnolia
8' MIN.
B&B
AS SHOWN
2• CAL
SHRUBS
AG
Abelio GrandMom
Glossy Abelia
2e
AS SHOWN
C
MR
PLANT CALCULATION
FRONT YARD SETBACK AREA:
REQUIRED STREET TREES: 24 (1 PER 3OLF OF ROAD FRONTAL
PROVIDED STREET TREES: 24
REQUIRED UNDERSTORY TREES: 14 (1 PER 500 SF)
396.67 IT x 30' SETBACK = 11,900 SF
TOTAL UNDM90RY TREES (OVERHEAD WIRES) 38
19 DECIDUOUS TREES
19 EVERGREEN TREES
REQUIRED SHRUBS: 60 (1 PER 200 SF)
PROVIDED SHRUBS: 65
SIDE AND REAR PLANTING ARE COVERED BY EXISTING WOODED AREA
GRAPHIC SCALE
30 0 15 30 ED 120
T INCH = 30 FEET
LANDSCAPING NOTES:
1. CONTRACTOR SHALL 6E �E FOR COMPLETING ALL REQUIRED LANDSCAPING FOR THE ENTIRE SITE, TO INCLUDE BUT NOT LIMITED TO: SODDED/SEEDED AREAS, SHRUB
BOX. PARKING LOT ISLANDS, RM)SIDE SKIN BASE(s) AND MONUMENT PLANTERS.
2 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDI+k4PFCES REWDING LANDSCAPING.
3. IT IS THE RE5PONSUILP OF THE CONTRACTOR TO ESTAI A HEALTHY STAND OF GRASS ON ALL � AREAS.
4. IN THE EVENT THAT PLANTING BEDS. AND MULCH ARE REQUIRED, TFIE CONTRRACTOR SHALL INSTALL BLACK FABRIC WEED BLOCK LANDSCAPE MESH UNDER THE MULCH TO
PREVENT WEED GROWTH.
5. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FRIABLE, WITHOUT MIXTURE OF SUB50� MATERIALS, AND OBTAINED FROM A WELL DRAINED, AVAILABLE SITE.
If SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, STONES, ROOTS. PLANM OR
SIMILAR SUBSTANCES 1' OR MORE IN DIAMETER, OEM, OR OTHER OBJECTS WHICH MQ f BE A HINDEV14CE TO PLANTING OPERATIOn. TOPSOIL �fAi.L CONTAIN AT LEAST
4-U ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO 7.0.
6. CONTRACTOR SHALL BE RESPONSIBLE: FOR THE WATERING AND THE AWN DANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF, (a) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE (;MASS AND SHRUBS, OR (b) THE DATE THAT STORE OPENS FOR I� TO THE PUEIL.C.
7. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRICTION DEBRIS AND RAKE ALL GRASS AREAS.
& PROVIDE LANDSCAPE PLANS TO OWNER AND AS FSUIRED BY LOCAL JURISDICTION TO THE BLDG. DEPT. FOR REV EWI AND APPROVAL POOR TO START OF WORK.
9. ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VFSIRUTY OF SIGNAGE
10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMEI MtG WORK.
11. OPEN AREAS WITHIN PLAITING BEDS SHALL BE MULCHED.
GENERAL LANDSCAPE NOTES
1. ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHALL BE SEEDED LAWN.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE
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. ALL RwnN s SHALL HE INSTALLED WITH THE SPECIFIED LAYER OF MULCH R DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH. ALL TREES AND
SHRUBS SHALL BE PLANTED IN MULCH BEDS MID SHALL. BE SEPARATED FROM TURF GRASS AREAS.
5. GRASS COVERAGE TO EXTEND FROM PROPERTT' LINES TO BACK OF CITY SIDEWALKS AND/OR CURBS.
6. MINIMUM TTTEE SIZE AT PLANTING IS 2` CALLPER (FOIL SINGLE STEM TREES). ALL MULTI -STEM PLAVNIS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET
TALL
7. ALL. STRAPPING AND TOP 2/3 OF WIRE BASKET MUST TE CUT AWAY AND REWAD FROM ROOT BALL PRIOR TO BA RLUNG PLANTING PIT REMOVE TOP 1/3 OF THE BURLAP
FROM ROOT BALL
8- FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBI?A REMOVE COMPACTED SOIL AND ADD 18• NEW TOPSOIL. OR TILL AND AID
RE TOP le OF EXISTING SOIL TO MEET TOPSOVPLANTING MIX STANDARDS FOR TREES.
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR IRANSMISS10N LINES. IT TREES CONFLICT WITH POWER LINE'S OR SANS, CAL.
URBAN FORESTER TO RESOLVE BEFORE PLANTING.
10: ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL LNIDERGROUND UTM S (SEWER AND STORM ORAINAf� GAS, WATER PHONE.
AND RECTRICAL LINES.)
11. ATTENTION LANDSCAPED NOTIFY OWNER OF ANY SKIN, POWER � KIN OTHER CONFLICTS BEFORE PLANTING NEW TREES.
a��
O TREE GUY WIRE - ADD TURNBUCKLES IF NECESSAIiY TO STABILIZE TREE
N\3 TREE GUYING STAKE
O4 WARNING FLAG
TRUNK BARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL
DRAINED SOIL, UP TO 4' ABOVE GRATE N POORLY DRAINED SOILS.
US EARTHEN SAUCER
O 3" MULCH LAYER MULCH SHALL NOT BE IN CONTACT WITH TREE TTI w
8Q EXCAVATE RANTING PIT TO 3 TINES THE WITH OF ROOTBALL (8' MIN.)
HARING SIDES OF PIT AS SHOWN. SCARIFY SM OF PIT SO THAT THE SIDE
ARE NOT SMOOTH OR GLAZED.
O BACKFTLL WITH SOIL PER SPECIFTCATTONS
REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR MMIALL STRAPS.
REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL.
11 REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHIEW
COVERING FROM ENTIRE ROOTBALL.
12 PLACE ROOTBALL ON SOLID SUBGRADE - NOT LOOSE BACKFIII MATERIAL
13 W DISTURBED SUITGRAIE
1. REFERENCE SPECIFICTIONS FOR ALL SOIL PROCEDURES IN
CONSTRUCTION DWGS.
2. SITE SOILS ARE GENERALLY SANDY, SILTY CLAYS AND SANDY,
CLAYEY SILTS.
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'-12' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
CAR
i>
SEAL
r � +
=,� ' ••........•off,:
• E.
OWNER/DEVELOPER:
Primax Properties, LLC
Attn. Frank Fawcett
1100 E. Morehead Street
Charlotte, NC 28204
[phone]
[phone]
ffawcettCprimaxproperties.cam
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: ` 10/26/12
JOB NUMBER: 000023
TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
COMMENTS: