SW8071207_APPROVED PLANS_20080118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 nq ItiO]
DOC TYPE
❑ CURRENT PERMIT
LEI APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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Y,3PP ROAD E U.S. PVVY. 17 BYPASS
CITY OF JACKSONVILLE
SLOW
GENERA: r-JOT=S:
I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED F- )M AVAILABLE RECORDS AND FIELD
CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINC THE EXACT LOCATION AND ELEVATION OF
ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTP- rY CROSSINGS WELL IN ADVANCE OF
TRENCHING, IF THE CLEARANCES ARE LESS THAN SPECIFIED ON Ti'.`.[ PLANS OR 12', WHICHEVER IS LESS,
CONTACT FREELAND AND KAUFFMAN, INC. (864-233-5497) AND OWNE PRIOR TO PROCEEDING WITH
CONSTRUCTION,
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REh"OVAL AND DISPOSAL OF ANY EXCESS
TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMEN-i �kTION OF ALL REQUIRED/NECESSARY
SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INST:'-LATION OF THE WORK INDICATED ON THE
DRAWINGS. OWNER AND FREELAND AND KAUFFMAN, INC. ACCEPT P<D RESPONSIBILITY FOR THE DESIGN TO
INSTALL SAID ITEMS.
4. CALL BEFORE YOU DIG AT 1-800-632-4949.
5. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA, NC .CCESSIBILITY CODES, AND CITY OF
JACKSONVILLE STANDARDS.
6. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEE!: SPECIFIED ON THE PLANS. HOWEVER,
OWNER AND FREELAND E KAUFFMAN, INC. ASSUME NO RESPONSIBIE" FOR THESE STRUCTURES AS FIELD
CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATIC`ADJUSTMENTS. THE CONTRACTOR
ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE .-STRUCTURES TO ACCOMMODATE THESE
FIELD ADJUSTMENTS.
7. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY R:CORD KEEPING OF THE AS -BUILT CONDITION
OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ikSSOCIATED WITH THE PROJECT,
PREPARATION OF THE NECESSARY/REQUIRED AS -BUILT WATER AND S_"WE12 PLANS TO BE SUBMITTED TO NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. AND ALL OTHER INFORMATION REQUIRED IN
CONNECTION WITH OBTAINING PERMITS TO OPERATE AND RELEASE C = BONDS.
8. ALL WATER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE CITY OF
JACKSONVILLE AND NCDENR REQUIREMENTS.
9. ALL SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE CITY OF
JACKSONVILLE AND NCDENR REQUIREMENTS.
10, A COPY OF THE SITE REGISTRATION APPLICATION FORM AND THE STORM WATER POLLUTION PREVENTION PLAN
MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
11. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MA-ERIAL AND LABOR ASSOCIATED WITH THE
TESTING OF THE WATER AND SEWER LINES REQUIRED BY THE CITY OF JACKSONVILLE AND THE STATE OF
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
12, THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-MATERING NECESSARY TO CONSTRUCT THE
PROJECT AS SHOWN ON TI-E PLANS,
13. THE CONTRACTOR SHALL INCLUDE IN THE PRICE ALL COSTS ASSOCIATED WITH PROVIDING A PROFESSIONAL
ENGINEER ON SITE DURING THE CONSTRUCTION OF THE STORM WATER MANAGEMENT FACILITIES, WATER AND
SEWER SYSTEMS, ETC., AS REQUIRED FOR AS -BUILT CERTIFICATION.
14. EROSION E SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED 12EGLILARLY TO INSURE THAT
THE INTENDED PURPOSES ARE ACCOMPLISHED.
15, ALL DRAINAGE STRUCTURES MUST MEET CITY OF JACKSONVILLE AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
16, ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CURRENT LOWE'S SITE WORK SPECIFICATIONS.
COUNTY, NORTH CAROLINA
CITY OF JACKSONVfIE ZONING, &I
UTILITY CONTACTS
PHONE:
EMBARQ
113 REA STREET
JACKSONVILLE, NC 28546
CONTACT, JEFF SHEPARD
PHONE: [phone]
FAX: [phone]
EMAIL: Jeffrey.l.shepard®embarq.com
POWER:
PROGRESS ENERGY
2637 GUMBRANCP ROAD
JACKSONVILLE, NC 28540
CONTACT: DAVID MCLAURIN
PHONE: [phone]
FAX: [phone]
EMAIL: david.mclaurin®pgnmail.com
WATER:
CITY OF JACKSONVILLE
PUBLIC WORKS
211 JOHNSON BOULEVARD
JACKSONVILLE, NC 28540
CONTACT: WALLY HANSEN
PHONE: [phone]
FAX: [phone]
EMAIL: whansen®ci.lacksonville.nc,us
SEWER:
CITY OF JACKSONVILLE
PUBLIC WORKS
211 JOHNSON BOULEVARD
JACKSONVILLE, NC 28540
CONTACT: WALLY HANSEN
PHONE: [phone]
FAX: [phone]
EMAIL: whonsen®ci,jacksonville.nc.us
GAS:
PEIDMONT NATURAL GAS
III CORPORATE LANE
NEW BERN, NC 28650
CONTACT: WILL SILVER
PHONE: [phone]
FAX: [phone]
EMAIL: William.silver®piedmontng.com
GOVEQNMENT CONTACTS
STORMWATER E EROSION CONTROL:
CITY OF JACKSONVILLE
815 NEW BRIDGE STREET
JACKSONVILLE, NC 28541
PHONE: [phone]
CONTACT, TOM ANDERSON
FREEDOM VILLAGE WAY ROADWAY:
CITY OF JACKSONVILLE
815 NEW BRIDGE STREET
JACKSONVILLE, NC 28541
PHONE: [phone]
CONTACT: TOM ANDERSON
HIGHWAY 258 ROADWAY:
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
295-A WILMINGTON HWY,
JACKSONVILLE, NC 28540
PHONE: [phone]
CONTACT: ROBERT VAUSE
US NWY 75f1mL _ -
VICINITY MAP
(NTS)
DRAWING LIST_
COVER SHEET
TOPOGRAPHIC SURVEY
GRADING PLAN
SP-3
EROSION CONTROL PHASE I
SP-5
EROSION CONTROL PHASE 2
STORM DRAIN PROFILES
SP-6
SP-10
STOR_M DRAIN DETAILS
SP-11
EROSION CONTROL DETAILS
SP-16
__
- SP-21
POND SECTION E DETAILS
SP-22
ISTOQMVVATEQ SUBMITTAL
ENGINEER -LANDSCAPE ARCHITECT
FREELAND Z KAUFFMAN, INC.
209 W. STONE AVENUE
GREENVILLE, SC 29609
[phone]
ATTN: TODD SIMMONS
***CAUTION***
N.C. ONF CALL: UTILITY LOCATOR EFVIC-
3 DAYS BEFORE DIGGING
CALL 811
A ONE CALL SYSTEM FOR COMMUNITY AND s;B SAFE'Y.
••. CAUTION •A'
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROVND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THA_
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATKN
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES,
RECEIVED
JAN 1 S 2008
OWNER/DEVELOPER
JEMSITE DEVELOPMENT, LLC
1608 US NWY 221 NORTH
JEFFERSON, NC 28640
[phone]
ATTN: MR. MELVIN CLINE
LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE PD.
N. WILKESBORO, NC 28697
[phone]
ffy
Va'j/og
DATE
REVISIONS
O
ISSUE
ISSUEPRE-BD DATTE E
Q
POST BID SET
ISSUE DATE
DECEMBER 3, 2007

MATCHLINE - SEE SHEET 2 OF 3
US HWY 25B/NC 24
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IE IN=9.06'
IE IN=9.00'
IE IN=8.99'
IE OUT=8.94'
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IE=19.30' YOPP ROAD
\ \ \ \ \ \ \ \
\`� /' ' 60 RIGHT-OF-WAY
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100
\ zR\\ \�\\\�`\ ' CAROLINA POWER
\ \ \\\ \ \ \, \ \ �. �� \\ &LIGHT COMPANY RIGHT-OF-V,'AYEIP 5/8
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\ EBAR \ \ �\ \ \
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\\\\\ \\� �` \ ��" \\\ \\�•`�''`•. % /%� / '' 20. \ \ "IE IN=14.02'
\\`1\ \� \\\ �\ I\ _ PINE \ U� ,' IE OUT=14.00' TBM
- / TOP FIRE HYDRANT
v" / � sr CBDI •
IE=23.57' \\ \`\ �\\� B3
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cp
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\\\ `\\\\`\ \ \\ !\ R/W \\\\ i u; / I TOP=20.50' REBAR _?O_-'------
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\ \ \ \\ \ \\ \ . . \ , \ / \ w \
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N. \\\\\\NN\\\ \\ 4/`,� \\\�--I \\\\\ \..'B y \\\ / / / / 11 \\\\ TOP=19.91'
7 \ \\\`�\\\\�\ S•� ,\\ _/ \ / / / / / IE IN=7.86' w
IE OUT=7.81' /
_70,
` Z,
\ \\ \\\\\\\\\\ \\ 2B / / �:�\S\ h//� \ , \\`` APPROXIMATE LOCATION
U.SHIGHWAY 17 BYPASS \\\\\ 9 _ �\ `� 12" WATER LINE
\------------
\ \\ \\Y , \\;\ mil\ !/ /r./B 3po- //I \ \\ / \ \\
\\\ \eC\,\ TOP=15.47' \ \ x
VARIABLE WIDTH RIGHT-OF-WAY \ \\\\\\\\ I IE=14.60' \
P
ASPHALT IN GOOD CONDITION •� \\>s\\\ '"/ ' \Ah0),
`\ `\`?�\\" "' N\ R/W DISK _ /ia, \ //,�
\\\N\'! \\\� \ FOUND \ 1 "
SPEED LIMIT 55 MPH \; \\ \',/ \\
\\\ \ / ,
CBDI `\ \ \\`°����.\:\ \ / / , POLE ID \\ /
LID
TOP=21.75' `\ `\ \\\�� /��\`�\ r�
IE=18.96' FOCMKR/
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N.
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` / N-\
LEGEND:
•
FOCMKR
FIBER OPTIC CABLE MARKER
C/A
CONTROLLED ACCESS
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
TBM
TEMPORARY BENCHMARK
Y1
LIGHT POLE
a
POWER POLE
D4
WATER VALVE
0
CBDI
CATCH BASIN DROP INLET
®
SSMH
SANITARY SEWER MANHOLE
O
TPED
TELEPHONE PEDESTAL
FIRE HYDRANT
0
NIP
NEW IRON PIN (5/8" REBAR)
0
EIP
EXISTING IRON PIN
-
OE -
OVERHEAD ELECTRIC LINE
-
SS -
SANITARY SEWER LINE
-
W -
WATER LINE
-
UG-
GAS LINE
-
OT -
OVERHEAD TELEPHONE LINE
•
GUARD POST
•
UGMRK
UNDERGROUND GAS MARKER
0
CO
CLEANOUT
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WHITE LINE
-
- -
DASHED WHITE LINE
YELLOW LINE
DOUBLE YELLOW LINE
-----
S' CONTOUR
-----
V CONTOUR
/WY1
TREE LINE
SIGN
_
_ =
STORM DRAIN PIPE
\ X -
FENCE
LINE TABLE
LINE
LENGTH
BEARING
L1
103.59'
N 36*44'18"
E
L2
57.83'
N 85'51'18"
E
L3
36.56'
S 53*15'42"
E
L4
74.79'
S 53*15'42"
E
L5
20.04'
S 75'22'30"
E
L6
117.07'
S 75'22'30"
E
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Cl
1677.28'
191.96'
96.08'
191.85'
S 69'09'49" E
6*33'26"
C2
1640.42'
96.82'
48.43'
1 96.81'
S 63-5513" E
3'22'55"
C3
1635.12'
105.76'
52.90'
1 105.74'
S 60'22'46" E
3'42'21"
J
IE=6.90'
/
/
EIP 1" I I \
`SOLID ROD
CBDI
TOP=14.25' a
MONUMENT "ON-30"
C7 CONTROL CORNER ELEV. 7.81'
N 366902.5257
E 2462325.4053 GRID N:366113.759
GRID E:2463586.286
\ \ \ \\\\\•/���\ \\ I\ \ / r r
NIP 5/8" / LATITUDE: 34'44 45.796'
REBAR
\ � C/A LONGITUDE:-77'27'24.092"
\ !
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\\ `\ \\ a X \�
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\\ TOP=15.64'
IE IN=12.40' "
IE OUT=12.33'
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY-
... F,A"TIDN •••
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTU TIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFOEMATON
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTUTIES.
UTILITY CONTACTS:
WATER AND SEWER:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: WYNNE M. RAY
CONSTRUCTION SPECIALIST
PHONE: [phone]
CITY ENGINEER:
PLANNING DIVISION
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: WALLY HANSEN
TRANSPORTATION PLANNER
PHONE: [phone]
PLANNING AND ZONING:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: SHANELLE BULLOCK
PHONE: [phone]
ONSLOW COUNTY GIS DEPT:
39 TOLLMAN STREET
JACKSONVILLE, NC 28540
CONTACT: MARTHA MCHUGH
PHONE: [phone]
DEPARTMENT OF TRANSPORTATION:
N.C.D.O.T.
295 WILMINGTON HIGHWAY SUITE A
JACKSONVILLE, NC 28540
CONTACT: ROBERT VAUSE
LOCAL ENGINEER
PHONE: [phone]
N.C.D.0.T.
3113 NORTH KERR AVE.
WILMINGTON, NC 28405
CONTACT: HUGH THOMPSON
DISTRICT ENGINEER
PHONE: [phone]
PHONE:
EMBARQ
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
CABLE:
TIME WARNER JACKSONVILLE
PHONE: [phone]
ELECTRIC:
JONES-ONSLOW ELEC.
MEMBERSHIP CORP.
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
GAS:
A GREAT GAS & OIL CO.
PHONE: [phone]
SITE
os�y
5y/Y9yq
l)
9�
Sys
C'
�9
\y
'Po
MAP (NOT TO SCALE)
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS,
4.) NO MILE MARKER COULD BE FOUND WITHIN A
REASONABLE DISTANCE FROM SITE.
5.) ALL ACREAGE COMPUTED BY COORDINATE METHOD.
6.) I, JAMES R. FREELAND, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION, THAT THE RATIO OF
PRECISION AS CALCULATED IS GREATER THAN 1:10,000;
AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED.
7.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
ALL ENCUMBRANCES ON THE PROPERTY.
BASIS OF BEARING + BENCHMARK:
HORIZONTAL DATUM BASED ON NCGS MONUMENTS ON-30,
BAILEY & GULF. VERTICAL DATUM BASED ON NCGS
MONUMENT ON-30.
ZONING INFORMATION:
ZONING: RA-20
RESIDENTIAL AGRICULTURAL ZONE
SETBACKS:
17 BYPASS: 35'
YOPP ROAD: 35'
SIDE: 20'
ZONED: B-1
BUSINESS ZONE
SETBACKS:
17 BYPASS: 50'
YOPP ROAD: 35'
(YOPP ROAD TO BE RELOCATED)
FLOOD INFORMATION:
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO: 3720436600J
EFFECTIVE DATE: NOVEMBER 3, 2005
NOT FOR RECORDATION
S:\MISC-JOB\MISC-DWG\LOGO.BMP
FRE I ^.
15215 _S I S IONE AVE
GRFFr I_I F '29, o
'tL (8,i4) 211 49LA FAX: [phone]
FMAli: jfreelnndwwor!drletattnet
DRAWN: P5I-1 PARTY CHIEF: ;RM CHECKED: JCC
REF. PLAT BOOK: ?
REF. DEED'BOOK: ?
TAX MAP:
DATE OF SURVEY: MAY 25, 2001
DATE DRAWN: MAY 29, 2007
DRAWING NO: 59688
DATE OF LAST REVISION: SILPILP6BER 18, 2007
0' 6U' 120' 180'
CARO
Y\Itllllllll////
\
SEAL -
" L-2836 *=
�9�g4t) y •Q\:
'. /i'
RLS: JAMES R. FREELAND ',IFS/R.FFiEE;�``�
NO- I -2836
STATE OF NORTH CAROLINA
ONSLOW COUNTY
CITY OF JACKSONVILLE
TOWNSHIP OF JACKSONVILLE
TOPOGRAPHIC SURVEY
FOR
LOWE'S HOME
CENTERS, INC.

LOWES CERTIFICATE:
THE UNDERSIGNED HEREBY CERTIFIES TO LOWE'S HOME CENTERS, INC. &
TITLE COMPANY THAT THIS SURVEY WAS ACTUALLY MADE UPON THE GROUND;
THAT IT AND THE INFORMATION, COURSES, ANGLES AND DISTANCES SHOWN
THEREON ARE CORRECT; THAT THIS SURVEY CORRECTLY SHOWS THE
LOCATION OF ALL BUILDINGS. STRUCTURES AND OTHER IMPROVEMENTS ON
THE PREMISES, INCLUDING WITHOUT LIMITATION, ALL STREETS, EASEMENTS,
RIGHTS -OF -WAY AND UTILITY LINES; AND THAT, EXCEPT AS SHOWN, THERE
ARE NO (A) EASEMENTS OR RIGHTS -OF -WAY ACROSS THE PREMISES; (B)
PARTY WALLS, (C) ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR
ALLEYS OF ANY OF SAID BUILDINGS, STRUCTURES OR IMPROVEMENTS, OR (D)
ENCROACHMENTS UPON THE PREMISES BY ANY BUILDING, STRUCTURE OR
OTHER IMPROVEMENTS SITUATED ON ANY ADJOINING PREMISES, PHYSICAL
EVIDENCE OF BOUNDARY LINES ON ALL SIDES OF THE PREMISES IS AS
STATED ON THE SURVEY; AND THAT THE IMPROVEMENTS DO NOT VIOLATE
ANY SET -BACK OR OTHER BUILDING LINES.
I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE LATEST
RECORDED PLAT OR DEED, THAT THERE ARE NO ENCROACHMENTS OTHER
THAN THOSE SHOWN, AND THAT THE SURVEY IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF,
LINE TABLE
LINE
LENGTH
BEARING
L1
103.59'
N 36'44'18"
E
L2
57.83'
N 85'51'18"
E
L3
36.56'
S 53*15'42"
E
L4
74.79'
S 53*15'42"
E
L5
20.04'
S 75'22'30"
E
L6
117.07'
S 75-22'30"
E
U.S. HIGHWAY 258 - N.C. HIGHWAY 24
(RICHLANDS HIGHWAY) (VARIABLE WIDTH RIGHT-OF-WAY)
(SPEED LIMIT 45 MPH) (ASPHALT IN GOOD CONDITION)
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
1677.28;
191.96'
96.08'
191.85'
S 69'09'49" E
6'33'26"
C2
1640.42'
96.82'
48.43'
96.81'
S 63'55'13" E
3'22'55"
C3
1635.12'
105.76'
52.90'
105.74'
S 60'22'46" E
3-42'21"
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL 11
TOLL FREE 1-800-632-4949 11
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
... CAUTION •••
WE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS,
THE SURVEYOR MAKES NO GUARANTEE THAT WE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA.
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT NAT THE UNDERGROUND UTILITIES SHOWN ME IN
WE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY WAY
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR WAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
UTILITY CONTACTS:
WATER AND SEWER:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: WYNNE M. RAY
CONSTRUCTION SPECIALIST
PHONE: [phone]
CITY ENGINEER:
PLANNING DIVISION
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE. NC 28541
CONTACT: WALLY HANSEN
TRANSPORTATION PLANNER
PHONE: [phone]
PLANNING AND ZONING:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: SHANELLE BULLOCK
PHONE: [phone]
ONSLOW COUNTY GIS DEPT:
39 TOLLMAN STREET
JACKSONVILLE, NC 28540
CONTACT: MARTHA MCHUGH
PHONE: [phone]
DEPARTMENT OF TRANSPORTATION:
N.C.D.O.T.
295 WILMINGTON HIGHWAY SUITE A
JACKSONVILLE, NC 28540
CONTACT: ROBERT VALISE
LOCAL ENGINEER
PHONE: [phone]
N.C.D.O.T.
3113 NORTH KERR AVE.
WILMINGTON, NC 28405
CONTACT: HUGH THOMPSON
DISTRICT ENGINEER
PHONE: [phone]
PHONE:
EMBARO
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
CABLE:
TIME WARNER JACKSONVILLE
PHONE: [phone]
ELECTRIC:
JONES-ONSLOW ELEC.
MEMBERSHIP CORP.
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
GAS:
A GREAT GAS & OIL CO.
PHONE: [phone] J
TBM
O
FIRE HYDRANT DETAIL
N.T.S
LEGEND: \
®
FOCMKR
FIBER OPTIC CABLE MARKER
C/A
CONTROLLED ACCESS
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
TBM
TEMPORARY BENCHMARK
7Qt
LIGHT POLE
'�IIa
POWER POLE
DQ
WATER VALVE
❑
CBDI
CATCH BASIN DROP INLET
0
SSMH
SANITARY SEWER MANHOLE
O
TPED
TELEPHONE PEDESTAL
v
FIRE HYDRANT
Q
NIP
NEW IRON PIN (8/8- REBAR)
O
EIP
EXISTING IRON PIN
-
OE -
OVERHEAD ELECTRIC LINE
-
SS_
SANITARY SEWER LINE
-
W -
WATER LINE
-
UG-
GAS LINE
-
OT -
OVERHEAD TELEPHONE LINE
•
GUARD POST
•
UGMRK
UNDERGROUND GAS MARKER
0
CO
CLEANOUT
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WHITE LINE
-
- -
DASHED WHITE LINE
YELLOW LINE
DOUBLE YELLOW LINE
-----
S' CONTOUR
-----
V CONTOUR
rYYYI
TREE LINE
SIGN
-
_ =
STORM DRAIN PIPE
X
FENCE
7;
1
I
/
/
/
/
/
/
/
/
/
/
/
IEAN=l
t
}� IN=1
IE OUT;
`7/­llllllll/
FLOODWAY
D- 78'
=10.44'
OUT=1GA
MATCHLINE - SEE SHEET 3 OF 3
JB - MB \ \
18" RCP
_ -
CBDI `\ \
TOP=
IE OUT=17.17.63' -__2
24+
CBDI 18" RCP� qC,B
TOP=21.16' \
IE IN=15.86' \ �;
IE IN=15.36' CBDI
IE OUT=15.36' TOP=19.07'
MATCHLINE - SEE SHEET 3 OF 3
CBDI
TOP=18.17'
IE IN=10.97'
IE OUT=10.10 I , HICKORY ROAD
IE OUT=10.72' �/
SPEED LIMIT
ASPHALT IN FAIR CONDITION
MKR \�� / , �, SPEED LIMIT 35 MPH
/ 24" RCP
CBDI
�\ TOP=16.83'
e IE INm13.13'
6C
IE OUT=16.57'
FULL OF DEBRIS l \
J� --- ELEPH
CBDI DTP ` Q �M
TOP=19.38'
IE IN=13.08' ���� ?�
IE OUT=12.9 a PINE \�\\
FLOOD ELEVATION: 16.0' CBDI`
` � T=15.31' I- /
=13.35'
/ 32y"
/ PIN
\ /
/ -
PINE
\\ EM 2{A
PIN EM
..,,. I \
,ell
BUILDIN*C, t \ AD (TY
1, EM
2 PINE P E
PI a 18" B 'N 32" \ \
PINE T \ r� PINE \I \
EM \ �,
.... BUILDING
ASPHALT
D PBUILDING m
I FLOOD ELEVATION: 17/0' 1
IE IN=12.53' CBDI
a IE OUT=12.38' TOP=15.87' CBDI
III IE OUT=13.32' TOP=16.81'
RICHLAND
M HIGHWAY IE OUT=14.31'
I� FULL OF DEBRIS
\\EM CBDI
`� \\ TOP=17.95' CBDTOPI 18.13'
\\2 IE IN=11.20'
`: IE OUT-11.15' IE OUT=15.53'
c�\ B FULL OF DEBRIS
15" RCP
RCP \
` ' t CBDI
\ \ 1 TOP=1&59'
t \ I IE OUT=15.64'
\� \4\RCA \\ \'�\ ` `\
�.
�� RCP yo/ \ _\ \\ \\ `\\ \ B \\ ' _ 15" RCP
`\ 9
-WETL DS
ZONE "AE"A
CEDAR
M ]PIN � \
y! \
OUTLET
STRJCTURE \ �I ' _- �� \ `�� `.\ -\ETa" D'�..�
TOG=13.80'
\ \\\\ 1\--/ / 4�`\` / `-- \-__�� EMEI i BUILD 10 \
IE= 0,76' \ \Q\ \i) / 8---- \ , EMO i
�^ // ,WETLANDS _ \\ I /� OEM / \ !
28" a 2 I20° o I \
' /- n AR 12AK\POPLAR '��7 �' pI I
IE=1' 05'�/ t ltli/ / / I i \�- ✓.__......`�w __.. -
115" f MP j i/< III j / /
I / t II/ I ��-`_`-73 \��\\ a. \ POPLAR
=_
IE=8.V \\ \ se+'i/^ii:' ---
(I(t�'�l•V�`IE=9.15'
\
ZONE "XF'
APPROXIMATE
12" WATER LINE `
i
wV
WATER
SSMH
TOP=19.92'
IE IN=9.57
IE IN=9.53'
IE OUT=9.51'
YOPP ROAD
100' RIGHT-OF-WAY
i
I
IE=14.28'J
15" RCP
CBDI
TOP=18.79' J
IE IN=15.09'
IE OUT=15.04'
ZONE "X"
FLOODWAY
ZO "A
\..\ Fj
ZONE "X"
/ MATCHLINE - SEE SHEET 1 OF 3
US HWY 258/NC 24
SIT
o1
�
VO
90
TJS �
TO SCALE)
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
M LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS,
LL 4.) NO MILE MARKER COULD BE FOUND WITHIN A
O REASONABLE DISTANCE FROM SITE.
C0 5.) ALL ACREAGE COMPUTED BY COORDINATE METHOD.
W 6.) I, JAMES R. FREELAND, CERTIFY THAT THIS PLAT WAS
W DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION, THAT THE RATIO OF
65 PRECISION AS CALCULATED IS GREATER THAN 1:10,000;
AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE
W WITH G.S. 47-30 AS AMENDED.
W 7.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
1 ALL ENCUMBRANCES ON THE PROPERTY.
I°I.I
Z BASIS OF BEARING + BENCHMARK:
HORIZONTAL DATUM BASED ON NCGS MONUMENTS ON-30,
BAILEY & GULF. VERTICAL DATUM BASED ON NCGS
U
MONUMENT ON-30.
cQ ZONING INFORMATION:
L ZONING: RA-20
RESIDENTIAL AGRICULTURAL ZONE
SETBACKS:
17 BYPASS: 35'
YOPP ROAD: 35'
SIDE: 20'
ZONED: B-1
BUSINESS ZONE
SETBACKS:
17 BYPASS: 50'
YOPP ROAD: 35'
(YOPP ROAD TO BE RELOCATED)
FLOOD INFORMATION:
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO: 3720436600J
EFFECTIVE DATE: NOVEMBER 3, 2005
NOT FOR RECORDATION
S:\MISC_JDB\MISC-DWG\1_0G0.BMP
FREELAV_' & SS' iA ES INC.
W-5 v'i`.SI .,!ONF AJF.
GREENV!L'J. S.C. 29 C
TEL. 864) ;92n Ft,X: (864) '' 3 z15
EIdIAII_: lfreelandI Cori net.att.ne:
DRAWN: ASH PARTY CHIEF: P.M CHECKED: JCC
REF. PLAT BOOK:
REF. DEED BOOK:
TAX MAP:
DATE OF SURVEY: MAY 25, 2007
DATE DRAWN: F:;AY 29, 2007
DRAWING NO: 59688
DATE OF SEPT.''-MBER IS, 2007
0' 120 180'
5c'
CARO
`\T\11111111///
QfL q� •, 9
SEAL -
W ` L-2836
/�91q4
ILLS: JAMES R. FREELAND
NO: L-2836
STATE OF NORTH CAROLINA
ONSLOW COUNTY
CITY OF JACKSONVILLE
TOWNSHIP OF JACKSONVILLE
TOPOGRAPHIC SURVEY
FOR
LOWE'S HOME
CENTERS, INC.
SHEET 2 OF 3

LOWES CERTIFICATE:
THE UNDERSIGNED HEREBY CERTIFIES TO LOWE'S HOME CENTERS, INC. &
TITLE COMPANY THAT THIS SURVEY WAS ACTUALLY MADE UPON THE GROUND;
THAT IT AND THE INFORMATION, COURSES, ANGLES AND DISTANCES SHOWN
THEREON ARE CORRECT; THAT THIS SURVEY CORRECTLY SHOWS THE
LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS ON
THE PREMISES, INCLUDING WITHOUT LIMITATION, ALL STREETS, EASEMENTS,
RIGHTS -OF -WAY AND UTILITY LINES; AND THAT, EXCEPT AS SHOWN, THERE
ARE NO (A) EASEMENTS OR RIGHTS -OF -WAY ACROSS THE PREMISES; (B)
PARTY WALLS, (C) ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR
ALLEYS OF ANY OF SAID BUILDINGS, STRUCTURES OR IMPROVEMENTS, OR (D)
ENCROACHMENTS UPON THE PREMISES BY ANY BUILDING, STRUCTURE OR
OTHER IMPROVEMENTS SITUATED ON ANY ADJOINING PREMISES; PHYSICAL
EVIDENCE OF BOUNDARY LINES ON ALL SIDES OF THE PREMISES IS AS
STATED ON THE SURVEY; AND THAT THE IMPROVEMENTS DO NOT VIOLATE
ANY SET -BACK OR OTHER BUILDING LINES.
I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE LATEST
RECORDED PLAT OR DEED, THAT THERE ARE NO ENCROACHMENTS OTHER
THAN THOSE SHOWN, AND THAT THE SURVEY IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF.
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
..• CAUnOl "•
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURYEY INFORMATION AND EXISTING DRAWINC&
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOW COMPRISE ALL SUCH UTILITIES M THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT MAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
UTILITY CONTACTS:
WATER AND SEWER:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: WYNNE M. RAY
CONSTRUCTION SPECIALIST
PHONE: [phone]
CITY ENGINEER:
PLANNING DIVISION
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: WALLY HANSEN
TRANSPORTATION PLANNER
PHONE: [phone]
PLANNING AND ZONING:
CITY OF JACKSONVILLE
211 JOHNSON BLVD.
P.O. BOX 128
JACKSONVILLE, NC 28541
CONTACT: SHANELLE BULLOCK
PHONE: [phone]
ONSLOW COUNTY GIS DEPT:
39 TOLLMAN STREET
JACKSONVILLE, NC 28540
CONTACT: MARTHA MCHUGH
PHONE: [phone]
DEPARTMENT OF TRANSPORTATION:
N.C.D.O.T.
295 WILMINGTON HIGHWAY SUITE A
JACKSONVILLE, NC 28540
CONTACT: ROBERT VALISE
LOCAL ENGINEER
PHONE: [phone]
N.C.D.O.T.
3113 NORTH KERR AVE.
WILMINGTON, NC 28405
CONTACT: HUGH THOMPSON
DISTRICT ENGINEER
PHONE: [phone]
PHONE:
EMBARQ
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
CABLE:
TIME WARNER JACKSONVILLE
PHONE: [phone]
ELECTRIC:
JONES-ONSLOW ELEC.
MEMBERSHIP CORP.
CONTACT: CUSTOMER SERVICE
PHONE: [phone]
GAS:
A GREAT GAS & OIL CO.
PHONE: [phone]
TBM
O
FIRE HYDRANT DETAIL
N.T.S.
LEGEND:
®
FOCMKR
FIBER OPTIC CABLE MARKER
C/A
CONTROLLED ACCESS
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
TBM
TEMPORARY BENCHMARK
KS
LIGHT POLE
4w
POWER POLE
DQ
WATER VALVE
❑
CBDI
CATCH BASIN DROP INLET
®
SSMH
SANITARY SEWER MANHOLE
ED
TPED
TELEPHONE PEDES7AL
7%
FIRE HYDRANT
ORS
NIP
NEW IRON PIN (5/8' RESAR)
O
EIP
EXISTING IRON PIN
-
DE -
OVERHEAD ELECTRIC LINE
-
SS -
SANITARY SEWER LINE
-
W -
WATER LINE
-
UC-
CAS LINE
-
OT -
OVERHEAD TELEPHONE LINE
0
GUARD POST
UGMRK
UNDERGROUND GAS MARKER
0
CO
CLEANOUT
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WH17E LINE
-
- -
DASHED WHRE LINE
YELLOW LINE
DOUBLE YELLOW LINE
-----
5' CONTOUR
-----
V CONTOUR
r•YYV1
TREE LINE
SIGN
_
_ =
STORM DRAIN PIPE
-
% -
FENCE
LINE TABLE
LINE
LENGTH
BEARING
L1
103.59'
N 36'44'18"
E
L2
57.83'
N 85*51'18"
E
L3
36.56'
S 53*15'42"
E
L4
74.79'
S 53*15'42"
E
L5
20.04'
S 75'22'30"
E
L6
117.07'
S 75'22'30"
E
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Cl_
1677,28'
191,96'
96.08'
191.85'
S 69'09'49" E
6'33'26"
C2
1640.42'
96.82'
48.43'
96.81'
S 63'55'13" E
3'22'55"
C3
1635.12'
105.76'
52.90'
105.74'
S 60'22'46" E
3'42'21"
0
LL
O
r04
W
w
w
w
I
w
J
U
CQ
L
CBDI
TOP=16.60'
IE IN=13.15'
IE OUT=13.15'
FULL OF DEBRIS
CBDI
TOP=18.82'
IE IN=15.12'
IE IN=12.77'
IE OUT=12.77'
CBDI
TOP=18.36'
CARE IE OUT-16.16'
FULL OF DEBRIS
CBDI
TOP=16.54'
IE OUT=13.49'
FULL OF DEBRIS
Im�ul�
RCP
MAACO /
STOP
SIGN 1J
SPEED LIMIT \
L'
45 MPH 6
` CBDI
TOP=1
^IE It'
/ IE 0
ZONE FIX"
U.S. HIGHWAY 258 - N.C. HIGHWAY 24
(RICHLANDS HIGHWAY) (VARIABLE WIDTH RIGHT-OF-WAY)
(SPEED LIMIT 45 MPH) (ASPHALT IN GOOD CONDITION)
CBDI
TOP=15.54'
IE OUT=13.84'
FULL OF DEBRIS
CBDI
TOP=16.10'
IE OUT=13.25'-
FULL OF DEBRIS
FOCMKR
15' RCP
K:/
\c
FLOOD WAY
L
Df:
IHONL� L
HOLE
RCP
TOP=16.27'
IE IN=11.37'
IE IN=10.67'
IE OUT=10.57'
BRIDGETTE LANE
ASPHALT IN FAIR CONDITION
NO POSTED SPEED LIMIT
CBDI
TOP=16.06'
IE IN=12.86'
IE OUT=12.86'
FULL OF DEBRIS
/ �FIICKORY ROAD
/ ASPHALT IN FAIR CONDITION
SPEED LIMIT 35 MPH
i
MATCHLINE - SEE SHEET 2 OF 3
CBDI
TOP=24.00'
IE IN=20.06'
Bo AUTO
IE IN-19.30'
U.S. HIGHWAY
258 - N.C.
HIGHWAY 24
SALVAGE
IE OUT=18.55'
- TELEPHONE
(RICHLANDS HIGHWAY) (VARIABLE WIDTH
RIGHT-OF-WAY)
CBDI `j \ \�� SICK MAN HOLE
(SPEED LIMIT 45
MPH) (ASPHALT IN GOOD CONDITION)
TOP=23.85' \\\\---
SPEED LIMIT
IE OUT=20,75' _
�'
as MPH
FULL OF DEBRIS Igo
211-1
DE
/^
SIGN
IGN
-25--
SUNBEAM `
BAKERY OF f A R\CP
CBDI TPE u., -----
--
24- --- -
_-"�-
TOP=22.77' -
IE OUT=19.62' SIG
\
MATCHLINE -
SEE SHEET 2 OF 3
FULL OF DEBRIS APPLIANCES ��
,
\ ,
US HWl• 258/NC 24
Y�
H
SITE AO
Hk,�9yq SN•Ifl
9yS
oy
ro9
oY
'Po
VI MAP (NOT TO SCALE)
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS.
4.) NO MILE MARKER COULD BE FOUND WITHIN A
REASONABLE DISTANCE FROM SITE.
5.) ALL ACREAGE COMPUTED BY COORDINATE METHOD.
6.) I, JAMES R. FREELAND, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION, THAT THE RATIO OF
PRECISION AS CALCULATED IS GREATER THAN 1:10,000;
AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED.
7.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
ALL ENCUMBRANCES ON THE PROPERTY.
BASIS OF BEARING + BENCHMARK:
HORIZONTAL DATUM BASED ON NCGS MONUMENTS ON-30,
BAILEY & GULF. VERTICAL DATUM BASED ON NCGS
MONUMENT ON-30.
ZONING INFORMATION:
ZONING: RA-20
RESIDENTIAL AGRICULTURAL ZONE
SETBACKS:
17 BYPASS: 35'
YOPP ROAD: 35'
SIDE: 20'
ZONED: B-1
BUSINESS ZONE
SETBACKS:
17 BYPASS: 50'
YOPP ROAD: 35'
(YOPP ROAD TO BE RELOCATED)
FLOOD INFORMATION:
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO: 3720436600J
EFFECTIVE DATE: NOVEMBER 3, 2005
NOT FOR RECORDATION
S:\MISC_ JDB\MISC-DWG\LDGO.BMP
FREELAND & ASSOCIATES, INC.
323 WES1 STONE AVE.
REFN'\,IL:-E 3.C. >%0`01
TEL. (864) '' J1 �'.9 FAX: ( i. ) 2: 3- 0315
EMA!I_: jfreefondt`�worldnet.att_net
DRAWN: RASH PARTY CHIEF: RM CHECKED: JCC
REF, PLAT BOOK:
REF. DEED BOOK: `?
TAX MAP : 9
DATE OF SURVEY: MAY 25, 200
DATE DRAWN: �IAY 29, 2007
DRAWING NO: 59688
DATE OF LAST REVISION: SEUIEIABER 18, 2JG1
120' 180'
\\\`R�\A I I I ICE A �O�
O FESSI
SEAL -
" ` L-2836 W -
RLS: TAMES� . FREELAND rr SNR IFFtEE�S``
STATE OF NORTH CAROLINA
ONSLOW COUNTY
CITY OF JACKSONVILLE
TOWNSHIP OF JACKSONVILLE
TOPOGRAPHIC SURVEY
FOR
LOWE'S HOME
CENTERS, INC.
ICm=1 0 %.Or L

***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING
CALL 811
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
*** CAUTION ***
THE UNDERGROUND UTILITIES SHDWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRATMNGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOVGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATIOI
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES,
NOTE,
PARKING SPACES WITH CART
RETURNS
AND DISPLAY/SALES DO NOT
COUNT
TOWARD THE CITY REQUIRED
PARKING
COUNT. THIS SITE PLAN PROVIDES 90
PARKING STALLS THAT MEET
THIS
DESCRIPTION. THE REMAINING
431 PARKIN
STALLS COUNT TOWARD THE
CITY
REQUIRED PARKING.
�;HAIVGC. IHC F-'k'VF�CICI1 IJ rI s - 1 r ./{` \7 '-}Fs \ '.Oti II `'� I" i
CURRENTLY UNDEVELOPED. j f% ,Y.}o y j` a / LUCK
y j '' \ �1 OUTDOOR Va. OUTPARCEL
BUILDING SETBACKSo- j�� ` ' ALES EXISTING USE (S),
F I ^,, r - s /'
FRONT, 35' �� ,� t� f T� ) DISPLAY }�' ±0 86 A�` PROPOSED USE(S)I
SIDE, O' " ' ,' �, � � SQUARE FOOTAGE OF PROPOSED BUILDINGS)
1 I SQUARE FOOTAGE OF EXISTING BUILDING(S):
REAR, 50' r•., >',' <<'
IV ; FUTURE CURB QUT, /
THIS SITE IS NOT /� / °' , / �, f `S ACCESS SHALL / •
IDENTIFIED ON AN ` `� 24 ONLY BE PERIv��TTED SITE ZONING
2� f , ; T TOTAL ACREAGE,
ADOPTED CITY PLAN, OFF OF MAIN
`- % r ' 24 �S INTERNAL DRIV� XISTING 115 KV ACREAGE OF LAND TO BE DISTURBED AND EXPOSED,
S ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE,
TRANSMISSION LINE
SPECIAL USE PERMIT .,SOUGH / 5 %
2ETAIL ESTABLISHMENTS ' 2,. r' V /. ' a y \ \ QO Qv S I / QQ POWER NUMBER OF LOTS,
`` r '( '' f \ 25 OPQ� �3F / / TRANSMISSIONAEASS EASEAVERAGMENT
MINIMUM LOT SIZE,
DVER 25,000 SF .,'\%• '; 70. T \ \25 av �P-P 0.0W \�' ;; NUMBER EOFOUNTISE
NOTE, CROSS CCESS °T� ,fiWE 1 _ OL r� %� 1 ��l rG h �i / E.
OUTPARCEL .$.VALE BE `. , ,, `. ;' / j Lz!\� Tp w A OJ d ° ZOVAICANTB-I TYPE OF I UNITS:TU
O T ( / / UNDEVELOPED DENSITY,
PROVIDED, A5' DRIVEWA:�'`, � � � �' \ o- "_ 'q O ��., J �" �, / CON ECT TO
ACCESS ,TO THE OL)TPA, 2 t \ . /j. `� 1L rFs O O // ���((�� 95 �� EXI T. 18' C5G
MUST BE i;OCATE�,OEF THE �� a o`b ti 26 9S / P�Q, �Q �9 �T}A ) 2ANSITION FROM NUMBER OF PARKING SPACES REQUIRED,
INTERNAL 'DRIVE. • DIR CT YOPP T' s \ \ Nf 26 18 TO 24" C6G (I SPACE/600 SCF_ W/20% REDUCTION)
DRIV� CCES Q �� �O� �(i�P i� PEDESTRIAN NUMBER OF PARKIN. SPACES EXISTING,
ROAD' WIC NZ?T BE`PERMITT �P� �� U, 9• ROSSWALK NUMBER OF PARKING SPACES PROPOSED,
NOTE: ZONING B-I ��� y 26 O CJ
� � NUMBER OF COMPACT CAR PARKING SPACES ALLOWED,
QP � CR ROA� \ O \ (UP TO 251 WHEN O OR MORE SPACES ARE PROVIDED)
YOPP HEPSC 't(P VEMEN VACANT/ - i A' 26 U �' // NUMBER OF COMPACT CAR PARKING SPACES PROVIDED,
BY OTHERyARE BASE UNDEVELOPED �° ' PAINTED SOLID, O+O� P Q, / / /
,r�.� `" `� �*,;,,„ �' y Q -1 A TRANSITION FROM � �
ON NGVD 192�3 ,LSATUM, i \w A3 YELLOW LINE o b� p "o (0�QPO oy C a T '18" TO 24" CEG
(NGV 198$ � 45 AO5') A � .2' O.C. 26 Q� �Pv /,
o THE MAP BOOK AND PAGE NUMBER,
P`�� pP LMONNECT TO DEED BOOK AND -'AGE NUMBER:
a r- PAINTED SOLID YELLOW o T A� P� XIST. 18" CEG TAX MAP AND PAi?CEL NUMBER,
\ LINE o 4' O.C. 0 45'
YfC+\
f SOLID 5' SIDEWALK PER
PAINTED CALCULATION OF 2EQUIRED
i YELLOW LINES sts R 26 q, I O ,t, �;T /CITY STANDARD LANDSCAPED AREA,
r ( '";u (SEE DETAIL)
/ PAINTED SOLID CALCULATION OF AM
a y'
YELLOW LINE o O ,,, }�� 26 Qi 8 PROGRESS ENERGY SURFACE AREA EATING,
L °r F 4' O.C. 0 45' o a' 26 �Q? A
PIPE BOLLARDS CALCULATION Or' VEHICULAR
1 — <S _ SALES FLOOR I �/,- \ �' ` _ (SEE DETAIL) SION SURFACE AREA PROPOSED,
AP 5 a. PAINTED SOLID a Q AN CALCULATION OF VEHICULAR
E
EXISTING TRANSMISSION c.,,
/ a _ aREBAg aX\ YELLOW LINES . rr P� 0� 23 STRUCTURE =385 SURFACE AREA STING E PROPOSED,
BUILDING I'IE Q ' ZONING, B 1 IMPERVIOUS SURFACE AREA,
��,� � �Q:' Q d ;•� / (EXCLUDING BULJCNU)
a ° A i� m VACANT/UNDEVELOPED IMPERVIOUS SURFACE AREA
/ ° DOWN LINE P /
55' ° TUNING ° _ I O /u� ` ` REQUIRED LANDSCAPING,
�R/aDIUS MIN, S8 48 502'E S, r y ; ti W d (INCLUDING BUP_DING_-
�.
/ PAINTED YELLOW `lam �/O REQUIRED INTERIOR LANDSCAPING,
° 117K DEEP "FIRE LANE - NO 48 tl/2 3 PROVIDED INTERIC? LANDSCAPING,
STAGING L PARKING" o TOO' O.C. AINTE� ° o- /O / ZONING B-I PROVIDED EXTERIOR LANDSCAPING,
F.F.E. = 24.50 YELLOW in I VACANT/UNDEVELOPED
24" HIGH MAX. '•CROSSWALK M/� '� /
50' REAR ° DEi T RIAN NOTE, YOPP ROAD TOTAL DEVELOPMEPIT IMPACT AREA,
UILDING �° ° °C ° \ SHADE ROESWALK // UNDER CONSTRUCTION (DISTURBED/EXPOS` AREA)
TBACK tiOq \, GENERATOR PAD STRUCTURES /
BY OTHERS ,pp. L / IMPERVIOUS SURFACE RATIO,
'cT TRANSFORMER PAD OUTDOOR
° ° WC2 "" ss OF TREES REQUIRED W/POND REG):
\ o� Cij} \ iiS• SALES E / / °
LO S STANDAR L "� b0 ��. T DISPLAY/ / / 5' C)N RT AT LEAST 50� SAS TO BE DISTRIBUTED
PIPE B LARDS 'v`�q� RECEIVING / �� O �. / IDEV'ALK / EVENLY WITHIN THE \' ERIOR)
= OF TREES PROVIDED,
(TYP., SE DETAIL) S3j6 \ °v BUILDING TIE // \ �` _0 / d ° �° M/CR RE•LTREET AWN = OF SHRUBS REQUIRED,
�► OF SHRUBS PRO'/IDED,
CS \ °° ° ° DOWN LINE / / 15 4" SY L z PAINTED YELLOW (AT LEAST 507 -IDS TO BE DISTRIBUTED
8' HIGH �N NOO"45'02"W / GARDEN / ° °° y° 8 /
`. 138.02' CENTER AN24" STOP BAR
S8J SCREENR WAL ��� �� ° ° ANTED �.ID j/° f'AINTF L ° /� ° AND STOP SIGN EVENLY WITHIN --IE XTERIOR)
ssr EE DETAIL) STORAGE YELLOW LINE 'o aSOLI Y l W o PEDESTRIAN
GI�II ADt^t=fl i` Kl(iPY QFA TRAILERS 2' O.C. 0 4� LINE CIALK
` NOTE, THE PROPERTY SITE DATA _ y�
VICINITY MAP - NOT TO SCALE
I MANAGEMENT
AINTED BE REMOVED IN ORDER TO CREATE Garden Center.
L E'S STANDARD �\` R,A°) YELLOW LINE ID FACILITY AND MAINTAIN CLEARANCE. SIDEWALKS. Shade Structures 8,422SF.
PIP OLLTZ `b NEW OR EXISTING, SHALL BE FREE OF
(SEE �' O.C. 0 45° Covered Area 8,644S.F.
TAIL) h� CRACKS AND BREAKS PRIOR TO
RTs Dax y e ^� Open Area 14,593SF.
100' CAROLINA POWER ISSUANCE OF A CERTIFICATE OF
' LOWE'S TRANSMISSION EASEMENT OCCUPANCY. Garden Center Total 31,659S.F.
• r1 -
PYLON A' HIGH VIII YL S in
a SIGN
C3 / PROPOSED POND COATED FENCE a
EASEMENT
LOWE'S BUILDING
LINE TABLE
LINE
LENGTH
BEARING
L1
103.59'
N
36`44'18"
E
L2
57.83'
N
85°51'18"
E
L3
36.56'
S
53'15'42"
E
L4
74.79'
S
53-15'42"
E
L5
20.04'
S
75°22'30"
E
L6
117.07'
S
75°22'30"
E
1 3 Ydvr\�,n�^y$� ,111 ft�.� 4Gr�:.•. �V 7/// -
ZONING, RA-20
VACANT/UNDEVELOPED
ZONING, B-1
WAL-MART UNDER
CONSTRUCTION q 0
NOTE, r
ALL SIGN AND ROADWAY MARKINGS (TRAFFIC
CONTROL DEVICES) MUST BE IN ACCORDANCE
WITH THE (MUTCD) AND THE CITY OF /
JACKSONVILLE'S CODES AND ORDINANCES. /
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
67
91.96'
196.08' 91.85'
S 69'0C1 9'49" E
6'33'26"
C2
1640.42'
96.82'
48.43'
96.8V
S 63'55'13" E
3'22'55"
C3
1635.12'
105.76'
52.90'
105.74'
S 60°22'45" E
3"42'21"
/ ISTING TRANSMISSION (SEE DETAIL) gyp!
E TPUCTURE =384 N
® \ 50' REAR
C2 BUILDING SETS/,C
EXISTING 115 KV \
TRANSMISSION LINE C7
O / r
S--PPOPCSED ILDING FEATURES\ \
-TY B CONSTRUCTION
-BUILDING BE ONE—STORY
-REFERENCE CHITECTUR?-A�L--DI;AWINGS FOR
Non -Covered Area 10,581 S.F.
Staging Area Total f0,581 S.F.
Parking Requirements:
Lowe's PafVng Required.•
Standard 616
Handicapped 12
T to/
" R ied 628
RETAIL £ ACCESSORY
181,65C S.F.(INCL. GC)
O
B-I (BUSINESS ZONE)
15.79 A.C.
16.84 A.C,
N/A
I
N/A
N/A
I
N/A
COMMERCIAL
N/A
242
O
514 (2.85/1000)
129
0
TBD
TBD
TBD
38,846 SOFT
O
323,716 SOFT
323,716 SOFT
323,716 SOFT
505,366 SOFT
38,846 SOFT
19,423 SOFT
28,325 SOFT
76,636 SOFT
733,550 SOFT
0.689
88
96
504
504
LEGEND
EXISTING PROPOSED DESCRIPTION
a HEAVY DUTY CONCRETE • •
HEAVY DUTY ASPHALT m
OUTDOOR SALES E DISPLAY w vN Y
U U
OUTDOOR SEASONAL _
_ SALES AND DISPLAY
®s = CONCRETE CURB E GUTTER Z ..
m
19 SPACES PER POWNG Q O Z �
1_L_ O o
—. PAINTED TRAFFIC ARROW V /
-°- SIGN � j j vU
�—�-- CHAINLINK FENCE W
WCR ADA WHEELCHAIR RAMP O Q
• REVISIONS •
PRE -BID SET POST BID SET
ISSUE DATE � ISSUE DATE
DATE DESCRIPTION
y1 CA
rid
t
FrGSS/O! Gig
�NGINrC��•:�5 ;_
9gRY
rfrf f II f { S11��\�
z
U
z 0)
Q ` c N
U_ Q ON
O �
�0Q(10
n
a U) L CV
D 0 0 0
GO
h 0> „
W �O �
LLu W (9
v
LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336.658.3257 (F)
• THIS DRAWING IS THE PROPERTY OF LOWS •
HOME CENTERS, INC, ANY USE OR
REPRODUCTION RI WHOLE OR PART IS I
PR ISITEDWITOUTTIEEXPRESSEDWWTTEN
CONSENT OF LOVA'S HOME CENTERS, INC.
COPYRIGHT � ALL RIGHTS RESERVED
O�
Uj
a
O
J
101.1
orrg equi
Rabb = 4.50 (spacasH000 sn
Local Parking Required
Standard 230 5' SIDEWALK ALONG YOPP
Handicapped 12 ROAD MUST BE INSTALLED
Tota/ParldngRequired 242 PRIOR TO CERTIFICATE OF
Rabb =133 (space%1000 SO OCCUPANCY
ParkingPmvlded.• NOTE, ALL SIDEWALKS ALONG
Standard 502 YOPP ROAD RIGHT-OF-WAY
Handicapped 12 SHALL BE INSTALLED 3' MIN.
rota/PankingPmOded 514 BEHIND BACK OF CURB TO
Rato=2.85(spwmlf000s9 ALLOW FOR UTILITY STRIP.
_j
ORIGINAL
ISSUE DATE: 12/03/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
O 60 120 DRAWING NUMBER:
SCALE 1" = 60' S P 1
is •
_j
ORIGINAL
ISSUE DATE: 12/03/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
O 60 120 DRAWING NUMBER:
SCALE 1" = 60' S P 1
is •

NOTEI AT THIS TIME, IT IS UNDERSTOOD THAT
THE SHOPS DEVELOPMENT, WHICH ABUTS THE
LOWE'S DEVELOPMENT ALONG THE WESTERN
PROPERTY LINE, WILL BE CONSTRUCTED AT THE
SAME TIME AS THE LOWE'S, THE PROPERTY
LINE WILL BE CONSIDEQE12D THE DIVIDING POINT,
AND THE PROPOSED CONTOURS OF BOTH
PROJECTS WILL TIE TOGETHER. COORDINATION
WITH THE SHOPS ENGINEER IS ON GOING, THUS
THE SHOPS PROPOSED CONTOURS HAVE NOT
BEEN ADDED TO THIS PLAN.
E, '✓ r r
/
f F 24.50( i
/
7
a
x \
\
\
\
S�.
i
mxfAt
I
5 � \
BAILEY &ASSOCIATES
EG LOT 8
„.
/ MAP BOOK 54, PAGE 128-1
ZONED B-1
/ s CURRENT USE: DEVELOPMENT
APPROXIMATE LOCATION
�4 ' i, I G v 12" WATER LINE12
-
d
GRADE RIDGE O 19� I vv zx -
.7 ALONG PL
9
t
\ O�
IN v
\ sF f dal 1 n .7
s
ss
IN/�LI' /' OIUTPAROEL /
1 ti ev vv 2
±0.605--AC �I / w
I Iry ©H
I / 21.17'
2
3.2
9
23.75' - -`
9-�
24.27' ti
`'OONTPACTOP TO ENSURE o
DRAINAGE AWAY
FROM PROPERTY LINE TO
STORM DRAIN STRUCTURE
ifs/ DOW'SPOUT SYSTEM "
IE 1-. 21.65
IO I 17PE LEADER PIPES
SLC; E o 2.0% MINIMUM vvv /i
^i^gN, 18" 1 ";PE COLLECTOR PIPES
SLOPE • 2.0% MINIMUM
// X IE DOWN (STR 16), 1915 24.50'
245
A/�
.I'
INSTALL F CH /
-- DRAIN ALONG
r i BOTTOM OF
2 �i XISTIN 5^ DITC
�? \ 4 20.1'
�21.17' / v
22.0 a V v v
I
V CBDI
EE I �j I
I I
` E 4 '' `\ \"'/ GL. TOP � I
t / 21 CBIDI
Rca I
�, - I j TOP=17.28'
k6VVVX»>tip a v ' v1 IE I N=14.69'
IE OUT=14.63'
/
V /
I
/
24.50'
r
17 N
2
CO
`
SLOPE
=23.57
u
24.27'L U
24.08
` 19 a-4 24.50,
117K DEEP
F.F.E. = 24.50' /22.55-
INSTALL C SHADE STRUCTURE /i %' ►L NOTE; FRENCH DRAINS
o BENDS DOWNSPOUT SYSTEM 118 LF OF 10" HDPE �� /229' / /? SHALL BE INSTALLED
_ IE UPI 21.65 PIPE o 2.0% SLOPE �., AS DIRECTED BY THE
- _ 10" HOPE LEADER PIPES IE UPI 20.75 GEOTECHNICAL ENGINES
IS,AN
SLOPE 1.0% MINIMUM IE DOWN, 17.39 �v / `� ` �/ D AS SHOWN ON
18" HDPE COLLECTOR PIPES \ / ; i jj4E PLANS
® SLOPE e 1.0% MINIMUM DOWNSPOUT DRAIN v /'32 /�; /' Q I
IE DOWN (STR. 15), 19.68 80 LF OF 12" HDPE / v \ / UHJI
/ ��- ---- /i/U ° \ ��
D4� PIPE e 1.0% SLOPE / / ��y // / , � v " TOP=18.91'v
i/ T12UCKWELL DRAIN IE UPI 17.00 IE IN=14.02'
r. ,�.A-�^• / 145 LF OF 10" HDPE IE DOWN: 16.20 ! vMEGME G „Ate' IE OUT-14.00'
PIPE o 2.44% SLOPE AIN� �?'Li`3R7G� (lOxl5 WYE o 16�0)
B T\��`: IE UPI 19.75
EXI� IE DOWN, 16.20
0Oxl5 WYE o 16.20� ____ -- INSTALL BENCH DRAINNN�
c 24.50' ,' ALONG BC�i f70M OF
\ SLOPE ?O 15 / 2a.50' 20.83' EXIST G .DITCH//'
v
\ \ \ \ `\ \\
v
LINE TABLE
LINE
LENGTH
BEARING
L1
103.59'
N
36-44'18"
E
L2
57.83'
N
85'51'18"
E
L3
36.56'
S
53'15'42"
E
L4
74.79'
S
53'15'42"
E
L5
20.04'
S
75'22'30"
E
L6
117.07'
S
75'22'30"
E
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
677.28'
191.96'
96.08'
191.85'
S 69`09'49" E
6'33'26"
C2
1640.42'
96.82'
48.43'
1 96.81'
1 S 63-55'13" E
3'22'55"
C3
1635.12'
005.76'
52.90'
1 105.74'
1 S 60`22'46" E
3'42'21"
S 2;
vv `/ 31I
�SLOPINN N\
CBDI `� LF OF 15" H �� ���`: IN
TOP-21.75' PIP O I,d% SLOPPY\ tip,
IE=18,9s' 21 UPI 6,2�
(IOX15 s 16,2Q) � o vn��
IE DOWN, 69`\ \, ---\ F,11WALL
31
APR AS 1WOWN�\ (/ \
NOTE, ALL 211 SL ES EA
ARE TO BE SOD E // bL
IMMEDIATELY UP N
GRADING
/
TOP OF
\� e\ BERM, 16.70
\
/
A� TOP=19.5a., acP -
„"
OUT
�3'1Es�-14.10'
IE =T-95'
� ss
w
2a
-zoy' v
\
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAY$ E BEFORDIGGING
CALL 6
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
*** CAUTION ***
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS,
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
STORM DRAIN
STRUCTURE TABLE
NO.
TYPE
RIM ELEV.
02
HEADWALL
OI
MANHOLE
20.00
RI
RISER STR,
19.30
1
HEADWALL
2
TYPE B
19.50
3
TYPE A 081L. GRATE)
20,10
4
TYPE A (DE.. GRATE)
20.10
5
TYPE A 013L. GRATE)
20.10
6
TYPE A (DBL. GRATE)
20.10
6A
TYPE A (DBL. GRATE)
21.10
7
TYPE B
20.75
7A
TYPE B
20.30
7B
TYPE C
19.80
8
TYPE B
21.70
8A
TYPE C
19.80
9
TYPE B
1 19.50
10
TYPE B
19.80
II
TYPE B 19.80
12
HEADWALL
13
TYPE B
.20
14
TYPE B
20.61
15
TYPE B
22.88
16
TYPE B
j 22.37
16A
MANHOLE
22.50
16B
TYPE A
23.70
16C
TYPE A
23.70
16D
MANHOLE
23.50
16E
TYPE B
22.50
17
TYPE B
21.50
IS
MANHOLE
20.10
19
HEADWALL
STRUCTURES
TO RECEIVE
I, 12,
RIP
19,
RAP
AND 02
APRONS
SLOPE TO DRAIN
(TYPJ
1% MIN 1% MIN
ISLAND SLOPING (TYR.)
WHERE NOT OTHERWISE NOTED
N.T.S.
LEGEND
EXISTING PROPOSED DESCRIPTION
- - - - - - 20 - - - - - - CONTOUR LINE
21.50 • SPOT ELEVATION
2
AIM, STORM DQAIN INLET
El
•STORM D12AIN
STORM DQAN PIPE
;`
EMRCICY
X\
3�1, SLOPE
NOTE, PER THE GEOTECHNICAL ENGINEER THE
`SPIL
SEASONAL GROUNDAWATER ELEVATION ON SITE
IS AT ELEVATION, 12.0'
NOTE+ ALL SLOPES 311 AND STEEPER ARE TO
RECEIVVE AN EROSION CONTROL BLANKET IN
�a?�==_„=,-
ACCORDANCE WITH THE SPECIFICATIONS. UPON
COMPLETION OF GRADING OF SLOPES,
=r24 -_ -__
CONTRACTOR SHALL IMMEDIATELY INSTALL
IN \
-_,9\ -_,` ,,
TOPSOIL, BLANKET, AND PERMANENT SEEDING.
VICINITY MAP - NOT TO SCALE
STORM DRAIN PIPE TABLE
PIPE
INVERT ELEV.
PIPE
SIZE
TYPE
LENGTH
SLOPE
DOWN
UP
02 TO OI
36"
RCP
21'
0.50%
12.65
12.76
OI TO RI
36"
RCP
47'
0.50%
14.76
15.00
1 TO 2
36"
RCP
36'
1.0%
10.00
10.36
2 TO 3
36"
RCP
300,
0.5%
10.46
11.96
3 TO 4
30"
RCP
130'
0.5%
12.06
12.71
4 TO 5
30"
RCP
130'
0.5%
12.81
13.46
5 TO 6
24"
RCP
130'
0.5%
13.56
14.21
6 TO 6A
24"
RCP
121
0.5%
14-N
14.92
3 TO 7
24"
RCP
166'
0.5%
12.06
12.89
7 TO 7A
18"
RCP
71'
1.0
12.99
13.70
7 TO 7B
24"
RCP
24'
1.0%
12.99
13.23
7 TO 8
24"
RCP
130,
0.5%
12.99
13.64
8 TO 8A
24"
RCP
24'
1.0%
13.74
13.98
5 TO 9
18"
RCP
326'
0.5%
13.56
15.19
9 TO 10
18"
RCP
34'
0.5%
15.29
15.46
10 TO II
IS"
RCP
36'
0.5%
15.56
15.74
12 TO 13
36"
RCP
40'
1.25%
10.00
10.50
13 TO 14
36"
RCP
246-
0.5%
10.60
11.83
14 TO 15
30"
RCP
350'
0.5%
11.93
13.68
15 TO 16
24"
RCP
176'
0.5%
13.78
14.66
16 TO 16A
18"
RCP
104'
0.5%
14.76
15.27
16A TO 17
18"
RCP
65'
0.5%
15,37
15.60
16A TO 16B
18"
RCP
195'
0.5%
15.37
16.35
16B TO 16C
15"
RCP
110,
0.5%
16.45
17.00
16C TO 16D
15"
RCP
134'
0.5%
17.10
17.77
16D TO 16E
15"
RCP
50'
0.5%
17.87
18.12
18 TO 19
48"
RCP
fool
0.5%
6.00
6.50
NOTE, PER THE 2006 CORPS JURISDICTIONAL
DETERMINATION (JD) NO WETLANDS EXIST ON
THE LOWE'S SITE,
GRADING AND DRAINAGE NOTES
I. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO
REMAIN, FENCING, TREES, E ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED E DISPOSED OF OFF SITE.
ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL
ORDINANCES E LOWE'S SPECIFICATIONS,
2. ALL DRAINAGE STRUCTURES SHALL BE PRECAST.
3. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES
SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE
INSTALLED ACCORDINGLY.
4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL
CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL
UTILITIES PRIOR TO GRADING START.
5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
6. AFTER PERMITS HAVE BEEN OBTAINED, IMMEDIATELY APPLY
E COMPACT STONE AFTER EROSION CONTROL MEASURES
INSTALLED, THE CONTRACTOR SHALL GRADE BUILDING PAD,
GARDEN CENTER E APRONS TO O" - I/2" OF SUBGRADE
AS PER SECTION 02300, DIVISION 2 OF LOWE'S STANDARD
• •
REVISIONS
PRE -BID SET POST BID SET
ISSUE DATE /I ISSUE DATE
DATE1 I DESCRIPTION
•
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LOWE'S HOME CENTERS. INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336.658.3257 (F)
• THIS DRAWING IS THE PROPERTY OF LCV4E'3 •
HOME CENTERS. INC. ANY USE OR
REPROO.ICTION INWHOLE CR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF LOWI 'S HOME CENTERS, INC.
COPYRIGHT Z07 ALL RIGHTS RESERVED
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SITE SPECIFICATIONS.
•
•
7. BASE FOR BUILDING PAD TO +/- 1/2" OF EXCAVATING
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INTERIOR E PERIMETER FOOTINGS.
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8. FRENCH DRAINS SHALL BE INSTALLED AS DIRECTED BY
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THE GEOTECPNICAL ENGINEER OR AS SHOWN ON PLANS.
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9. GENERAL CONTRACTOR SHALL PROVIDE 2' X 2' X 6'
THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF
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BUILDING,
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10. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH
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DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS.
-J F
II, ALL ROOF DRAINS TO BUILDING SHALL END 5' OUTSIDE
> If
THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE
PROVIDED WITH A TEMPORARY PLUG AT THE END.
U-
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NOTE, ALL PROPOSED DRAINAGE STRUCTURES
ARE SHOWN FOR REFERENCE PURPOSES ONLY,
CONTRACTOR IS RESPONSIBLE FOR ACCURATE
LOCATION OF THE STRUCTURE SUCH THAT THE
APPLICABLE CASTING IS CORRECTLY ALIGNED
WITH SURFACE FEATURES AS DESIGNED,
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ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
0 60 120 DRAWING NUMBER:
SCALE 1" = 60' S P 3

NOTE, DISPOSAL OF SEDIMENT.
SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION.
SEDIMENT PONDS AND TRAPS, ETC. DURING THE COURSE OF
CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE
AND RESPREAD AT THE END OF THE PROJECT. SEDIMENT
REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED,
SHALL BE HAULED OF SITE AND DISPOSED OF AT AN
APPROVED, LISCENCED SPOIL AREA THAT IS IN FULL COMPLIANCE
WITH THE NPDES REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE
DISPOSAL OF THIS MATERIAL IF HAULED OFF -SITE.
q , ,
NOTE, YOPP ROAD UNDER
CONSTRUCTION BY OTHERS$
20` SEE YOPP CONSTRUCTION --_ v- vv
--- � DRAWINGS
BAILEY & ASSOCIATES
LIMITS O MAP BOOK 54,,TPAGE 128-1,
d DISTURBANCE `� � � ZONED B-1
CURRENT USE: DEVELOPMENT
REMOVE /EXIST G
I "p, // / �ts� v v °oho �/ URB AS S WIN
NOTE, THE CONTRACTOR SHALL PROVIDE THE CONSULTING
0-
ENGINEER WITH A MINIMUM OF 72 HOURS ADVANCE NOTICE OF /// / i' `\ / ` \ o°O°o °o°o
THE START OF CONSTRUCTION ACTIVITIES. ACTIVITY IS DEFINED, I /� / ',� ���� �* `�/' ` ob°off0 °o°o / INSTALL $ILT FENCE +-1'
BUT NOT NECESSARILY LIMITED TO INSTALLATION OF STONE I , j� ,/i' /' \`yam ,�� ,/` \, �o°�o°o°°o°o°°° OFF BACK OF EX. CURB
CONSTRUCTION DRIVE, SILT FENCE, CLEARING AND GRUBBING, I�/// /,/ ,� `�� ,� \ 0 00 0 \�QLLOW `FOR SIDEWALK
STRIPING TOPSOIL, GRADING, AND INSTALLATION OF ANY UTILITY OR
ROAD WORK. SITE INSPECTIONS BY THE CEC AS REQUIRED CAN // / ° ti 1 CO TRUCTION
THEN BE ARRANGED. ii' �i/ / I2222 EMPQPAR \\ -z, ----
CONS UCTIO
ENTRANICE
(SEE DLTAIL) v
/ �// 25' GRAVEL DRIVE
ti 1 TO LAY6OWN AREA \ "\
FUEL STORAGE ,'' / LIMITS O /
(110.7, 'CONTAINMENT) DISTURBANC /
tip'OVERLAND FLOV�
z o,ARROW (TYPJ
+ //T\ v v'v CONCRETE
OUTPAREI,F�RWASHOUT
LIMTS O0.60 _AC
DISTURBANCE � /\ SANITATION ---1
n /
-
y - \ FACILITIES C /
i v� TOPSOIL STOCKPILE /
7NLTALL TEMPORARY SHOWN GRAPHICALLY,
24'AMP 0 1.0% FOR ACTUAL SIZE DEPENDS XISTING 115 KV
CROSSING ,-v�ON TOPSOIL GENERATE TRANSMISSION LINE
LIMITS OF
EXISTING DITCH ITC, S4 � ` PROGRESS ENERGY
DISTURBANC ppqq
BE UTILIZED AS A TRANSMISSION EASEMENT
DIVERSION TO
SEDIMENT BASIN
/ s �.. (TEMP, SEEDING)
/_ \v `� ;+ S0000' 'S•F LAY©OWN AREA ��
�� / . 6'. THICK LAYER'�IGOMPACTED ±
\14111,
', iV4 CRUS: - 1 STONE . / \ I NSdfAI,L SILT FENCE I
�' y _ X v TEMPORARY TOPSOIL =
25' WIDE GRAVEL \ \ I STOCKPILE: WITH / OFF PACK F0 EX, CURB
I � T�7 ALLOW FOR SIDEWALK
/ DRIVE FOR PAD.. A` SILT FENCE / i CONSTRUCTION
�N ACCESS BOUNDARY
+/f v �'
/ /� 6° \\ ` I� � �\ i / bNT�2ACTOR�O ADHERE TO
/+/ i° ww v / ' PROGRESS ENERGh TRANSMISSION
LINE IR/W USE GUIDELINES
MINIMUM
41
- �\ --//� i8° /4%0vv CBDI FOR 115 KVQUIPMENT LNES SHALLABENCES`
TOP-_ IMET)I SEE DETAIL
CKI
REP I
�fylf�q/ OF NOTE, ALL SLOPE"3t1 AN / i /I roP=17.28'
9'
STEEPER TO RECEIVE IE IN-14
/' I / E our=14.63'
EXISTING DITCH TO
EROSION CONTROL BLANKET ` BE UTILIZED A0-
ti�,1/,Z // IMITS( OF
CONTRACTOR TO -MAINTAIN POSITIVE SEDIMENT ERJ SIN /DISTURBANCE
z ti° ° DRAINAGE AWAY FROM BUILDING PAD `
+ %°® (TEMP. SEEi7 iJG) $STING TRANSMISSION
`", 0/ /+/ \i - g�+/° NOTE$ TEMPORARY UTILITIES // STRUCTURE n385
z \ /i , / / , +s° / \ '� \ / INSTALL ORANGE SAFETY
APPROX. BLDG. �// (WATER, ELECTRIC AND PHONE) \ / / FENCE AROUND EXISTING
FOOTPRINT kt + < SHALL BE EXTENDED TO LOWE'S APPROX. SLD 2p \ / ANSMISSION STRUCTURE
v., OVERLAND FLOW L YDOWN AREA BY CONTRACTOR FOOTPRINT
\\ Ag_ \\ \ \\
`,ARROW (TYPJ
EXISTING PROPOSED
- 1NAL-MART LOWE'S BUILDING ��� � % $MIT OF
\\ `� / i C / DISTURBANCE
CHECK DAM ;a� DIVERSION DITCH PAD AREA /
Llf1E
��ov ;v �RI� RAP + FINISH FLOOR +.
TO BASIN (-1,08, INSTALL SILT FENCE I
�o` \ TEMP. SEEDING) ELEVATION 24.50 \ FLTEQ / OFF/ BACK OF EX. CURB
v DIST �� ) ` RING v7� i TO /ALLOW FOR
\\ INSTAL ` Dt� / 1 `
\PITCH I ' `S OF"I `\ -' G INSTALL TEMPORARY \ SIDEWALK CONSTRUCTION
TO DRAIN ��� 24' CMP o LOB FOR `v FUTURE HOME
OM WAL M �� °`` ` - INSTALL STONE CHECK VERLAND FLOW \CROSSING /
\` �,M IN DIVERSION ARROW (TYPJ \ ,' OF ,LOWE'S SIGN
E�TY. DITCH (TYP) -- \ /
IE=23.57' I - CBDI
\ TOP=18.91'
20'• \ 1 ,'IE IN=14.02'
V PINE i IE OUT=14.00'
APPROX. BLDG. ---- ----- i/i�., _-
v SHOWN �` �`� �v AFOOTPRINT ------ // TEMPORARY
v �- /// o ° CONSTRUCTION
,�' / .z-`�0000 �\ ENTRANCE
v v v v ��v DIVERSION DIT q------- /r/� v �'°°°° °
TO BASIN (t):OS, i / „/� TREES T®\ °°°o°° °, (SEE DETAIL)
`\ = ---TEMP. SEEPING) /-- d1 0
-�- o i � BE REIytOVED
CBDT- - ` ---\_-2---------
TOP-\\ /% 1 I 19.6� RCp
INSTALL STONE /x �� I 2p IE IN=14.10
`v CHECK DAM IN / ui' / I IE OUT=14.05'
/ LIMITS OF
v v v v� v $VERSION -D1TCH TEMPORA / /5
LIM O v �� �� / SLOPE IN
DISTURBANCE \
vISTU
40e
`� `�`�``��`��`� v S `v ••/s `� ��/ / / l
INSTA DIVERSION TOR, �,/ INSTAL SILT- -ENCE
OFF PL Dv�DRAIN ��� "��� i / I l / � � OFF BACK OF EX. �URB�i
INSTALL ,STONE /O TO ALLOW FOR
FROM WAL CRT PROP
v v v v C1IECK DAM I O -�°'`SIDEWALK CONSTRUCTION
`\ INSTAL L`\ USER, IVE12 ON• DIT i r' N TRAbK WALKING EROSIORI ''
NOTE, ALL SLOPES 311 AND STEEPER ARE TO
RECEIVVE AN EROSION CONTROL BLANKET IN
ACCORDANCE WITH THE SPECIFICATIONS. UPON
COMPLETION OF GRADING OF SLOPES,
CONTRACTOR SHALL IMMEDIATELY INSTALL
TOPSOIL, BLANKET, AND PERMANENT SEEDING.
SEDIMENT BASIN 'I"
DRAINAGE AREA • 16.4 ACRES
STORAGE REQUIRED - 29,520 CF
STORAGE PROVIDED • 400,706 CF
CLEAN OUT ELEVATION - 6.0'
BOTTOM ELEVATION - 5.0'
DEWATERINGI 8" FAIRCLOTH SKIMMER (6* HEAD)
*SEE POND SHEET FOR SECTION
TOTAL LAND DISTURB
17.0 ACRES
v SILT FENCE �� `wv�� / / \ E 14.60 ai / / 0g `j
- \ CONTROL BLANKET AND
OWN 4 1 ,
/' 5XISTING STORM 30• -- T Ti 4 \ HYDROSEE ING
DRAIN TO BE / ° ��/i j / !O v v \v
••.c // �� S Zzz
,REMOVED ,�y / / O ILT FENCE
ENERGY TR
TALLv,DIVERASE�VIE
PL TO DI O vv vv
CBDi� FIRWAL-MA12T TEMPORAR
TOP=21.7� \ E3(J Td�� �Sl� v SEDIMENT
�q f�p1C �? , INSTALL DISTURBANCE
RIP -RAP LIMITS
ST/
NICE
_ -„ - \ AT EMERGENCY `
TRAIN Is STRN U�TURE SPILLWAY
TO BE REP CED BY
ENERGY WITH IFT PALES \ 11 ✓O Og ) /
(SEE UTILITY F
`JNSTALC,/STOKE •CA4LC-z�
EC DAM l T ?p
ALON_ r
NOTE, ALL 20 SLO S WALKING" ✓C� /
ARE TO BE SOD ED SIQTi `6ONTROL-, vv
IMMEDIATLEY UPON A \ +
�i{aJ�j
GRADING // � ` Y p RO G�� ` '� vA i
/ INSTALL �R \ LIMITS OF
\ ` `
// eF'tT10E' DISTURBANCE
/ v AL Rh
------
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING
CALL 811
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
*** CAUTION ***
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
MOM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
VICINITY MAP - NOT TO SCALE
US HWY 258/NC 24
V`
4`SS Jam' �
SITE
0
O�
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EXISTING PROPOSED
DESCRIPTION
--- ° ---- 20
CONTOUR LINE
-_-
STORM DRAIN LINE
SF
REINFORCED SILT FENCE
DIVERSION DIKE
- -
LIMITS OF DISTURBANCE
IP
INLET PROTECTION
(SEE DETAIL S-EETS)
®
CONSTRUCTION ENTRANCE
(SEE DETAIL SHEETS)
®
RIP -RAP APRON
(SEE DETAIL SHEETS)
STONE FILTER RING
(SEE DETAIL SHEETS)
TSDI)
TEMPORARY SLOPE DRAIN
(SEE DETAIL SHEETS)
CONSTRUCTION SEQUENCE ;CHASE U
I. Obtain all necessary permits E approvals. Call for Pre -Construction SWPPP Meeting before any land
disturbing activity occurs,
2. Install the temporary Constr,;.ction entrances at the locations shown.
3. Establish limits of disturbance and install silt fence where shown.
4. Clear for erosion control neasures, diversion ditches, and temporary sediment basin with skimmer.
5. Excavate for the sediment basin. Install the riser structure and outlet pipe from the basin. Install a
rip rap apron at the outfoll of the outlet pipe for outlet protection.
6. Stoke cIeonout elevation IT, basin. Sediment must be removed once it reaches the clednout
elevation in order for the bd•.in to function properly.
7. Install diversion ditches to direct runoff to the temporary sediment basin,
8. Once sediment basin has been installed and diversions are directing runoff towards sediment basin
begin moss grading operations.
9. Install 30,000 s.f, stone laydown area once grades allow.
10. Commence with phase 2.
EROSION CONTROL NOTES:
I, LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTL APPROVAL TO DO SO HAS BEEN RECEIVED BY
GOVERNING AUTHORITIES. (INCLUDING STORMWATER POLLUTION PREVENTION PLAN PER SECTION 800 OF LOWE'S
DEVELOPMENT CRITERIAJ THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED INPDES SWPPP
DRAWINGS DURING CONSTRUCTION OPERATIONS.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
3. ALL EXPOSED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING.
4. 54OLLO CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED,
5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH 0.5' RAIN AND AT LEAST ONCE A WEEK,
6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOL SEDIMENT FROM LEAVING THE SITE.
7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED F DEEMED NECESSARY BY ON
SITE INSPECTION.
• REVISIONS •
OPRE -BID SET Q POST BID SET
ISSUE DATE ISSUE DATE
DATEI I DESCRIPTION
•
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336,658.3257 (F)
• •
THIS DRAWING IS THE PROPERTY OF LOWE'S
HCME CENTERS. INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART 0
PROHIBITED WITHOUT THE EXPRESSED WR TIEN
II
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT CDT ALL RIGHTS RESERVED
V1(E)
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0
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE
•
•
ENDS SHAUL BE COVERED WITH FILTER FABRIC.
z
10. COMPACT E MAINTAIN 30,000 SO. FT. OF 6• THICK STONE MATERIAL FOR LAYDOWN AREA a 25' WIDEGRAVEL
O -
TO BE ATED BY CT MANAGER.
ESS ROAD OSH
LABE ONIECESSARYETO
II. GENE12AL�CONITRACTOR A RESPONSIBLE TOATAKE WHATEVER MEANS ESTABLISH
PERMANENT SOIL STABILIZATION.
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12. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS AND TRAPS BEFORE IT IS 25% FULL AND FROM
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SILT FENCE WHEN SEDIMENT PEACHES 1'3 THE HEIGHT OF THE SILT FENCE,
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13. ALL WORK TO BE DONE N STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS.
CONSTRUCTION NOTES,
I. AFTER PERMITS HAVE BEEN OBTAINED AND EROSION
CONTROL MEASURES INSTALLED, THE CONTRACTOR
SHALL GRADE BUILDING PAD, GARDEN CENTER AND
APRONS TO +/- 0.5" OF SUBGRADE AS PER DIVISION 2
COMPACTION SPECIFICATIONS.
2. IMMEDIATELY APPLY AND COMPACT STONE BASE
FOR BUILDING PAD TO +/- O - y2 OF CONCRETE
SUBGRADE AS PER DIVISION 2 SPECIFICATIONS. STONE
SHALL BE APPLIED PRIOR TO EXCAVATING INTERIOR AND
PERIMETER FOOTINGS.
MAINTENANCE STATEMENT
EROSION CONTROL MEASURES WILL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE IMPLEMENTED TO
CONTROL OR TREAT THE SEDIMENT SOURCE,
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ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
0 60 120
S P - 5
SCALE 1" = 60'

il
NOTE, DISPOSAL OF SEDIMENT.
SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION, '
SEDIMENT PONDS AND TRAPS, ETC. DURING THE COURSE OF
CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE
AND RESPREAD AT THE END OF THE PROJECT. SEDIMENT ^ f
REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED,
SHALL BE HAULED OF SITE AND DISPOSED OF AT AN
APPROVED, LISCENCED SPOIL AREA THAT IS IN FULL COMPLIANCE \`
WITH THE NPDES REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR '
OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR TI-E -
DISPOSAL OF THIS MATERIAL IF HAULED OFF -SITE,
NOTE, THE CONTRACTOR SHALL PROVIDE THE CONSULTING
ENGINEER WITH A MINIMUM OF 72 HOURS ADVANCE NOTICE OF y
TI-E START OF CONSTRUCTION ACTIVITIES ACTIVITY IS DEFINED,
BUT NOT NECESSARILY LIMITED TO INSTALLATION OF STONE w. f
CONSTRUCTION DRIVE, SILT FENCE, CLEARING AND GRUBBING,
STRIPING TOPSOIL, GRADING AND INSTALLATION OF ANY UTILITY OR
ROAD WORK. SITE INSPECTIONS BY THE CEC AS REQUIRED CAN
THEN BE ARRANGED. _ 7
BAILEY OT 8SOCIATES
LIMITS �� MAP BOOK 54, PACE 128-1.
ZONED B-1
j DISTURBING-� CURRENT USE: DEVELOPMENT
EL °O60
n f
31 �/ / n.
24Ar
/
v
DIST
\DIVERSI
PL
TEMPORARY \
�iCONSTRUCTION
ENTRANCE vv
EE DETAIL)
SILT V
CE *4-I' OFF
-6CK EX. CURB
\ ALLOW-2FOR
A Si ALK CONSTaJCTION-
I /
ILI FENCE **-1' OFF
/ AC OF OF EX. CURB
IR TO ALLOW FOR
/ S WALK CONSTRUCTION
ACCESS TO BE
BARRICADE UNTIL STONE
BASE IS IN PLACE
N TEI CONTRACTOR TO ADHERE
TO PROGRESS ENNI
RANSMISSION LINE R/W USE
GUIDELINES. MINIMUM EQUIPMENT CBDI CLEARANCES FOR 115 KV LINES
TOP= SHA L BE MET, SEE DETAIL
E 0 T= r4'
/LIM% S,_/- /i% PURPOSES. THIS PLAN IS INTENDED / �� �� RCP I /DIPTUR ANCE ; /i�j1f TO PROVIDt' A GENERALTOP28'
PHASING ��,� p ?A °a O°p P / v1 v IE IN=14.69'
OF GRAGr!G ACTIVITIES ONLY, AND vv o �O� / // ; I IE OUT=14.63'
SHALL N:C'I BE USED TO '
06� STAKEOUT SLOPES, BUILDING
LOCATION, STORM DRAIN, ETC. /
S
ON
OF U �1
DITCH F E,-A
/ S u 1 �
/ 20
� J /
OUTPAR ,E4
ALL INTERIORC LANDS
AND 36' BEHIND
i PERIMETER CURBS _ /
SHALL BE SODDED
(RE, LANDSCAPE) /
/
'
7ti1�.�C1r`
INSTALL FREN
DRAIN ALONG
TTOM OF EXISTING
J ID (SEE DETAIL)
\\ P
O`
bTE: THIS PLAN SHALL NOT BE
SED FOR FINAL GRADING
0 19 \ \
117K DEEPIF IF
F.F.E. = 24.50' ALL INTERIOR
. \ AND 36' BEHIND / \
NOTE: ALL SLOPES 3:1 AND PERIMETER CURBS
3 - STEEPER TO RECEIVE SHALL BE SODDED INSTALL F NCH j v
EROSION CONTROL BLANKET PET LANDSCAPE) \DRAIN A G
SOTTO OF EXISTING
P 2.0 v NOTE: HATCHING DENOTING SEEDING ` DITCH SEE DEFTAIL)
(TEMP„ PERM., SOD) IS SHOWN FOR
GENERAL INFORMATION ONLY. ALL
v i DISTURBED AREAS SHALL RECEIVE
APPROPRIATE STABILIZATION WHETHER
vv OR NOT THEY ARE HATCHED.
/
�v INSTALL- _FRENCP MPORARY
OPE DRAIN -
DRAIN ALONG
?O BOTTOM OF EXISTING
D
DITCH (SEE DETAIL)
NOTE, ALL SLOPES 30 AND STEEPER ARE TO
12ECEIVVE AN EROSION CONTROL BLANKET IN
ACCORDANCE WITH THE SPECIFICATIONS. UPON
COMPLETION OF GRADING OF SLOPES,
CONTRACTOR SHALL IMMEDIATELY INSTALL
TOPSOIL, BLANKET, AND PERMANENT SEEDING.
OTAL LAND DISTURBANCE
17.0 AGES
/ RANGE SAFETY FENCE AROUND
EXISTING TRANSMISSION
/'STRU'TURE SHALL BE REMOVED
UPON INSTALLATION OF CEG AND
/ B/ LARDS
/INSTALL FRENCH
DRAIN ALONG
\ TQM OF EXISTING
/ /} DITCSH (SEE-IETAIL)
LIMITS OF
DISTURBANCE
T SILT /FENCE 4-1' OFF
1 BACK OF EX. CURB
i TO TALLOW FOR
Qi SIDEWALK CONSTRUCTION
r
/
r
\ O / CBDI
\ TOP-18.91'
\ ,1E IN-14.02'
IE OUT=14-00'
I < TEMPORARY
p_ CONSTRUCTION
` ENTRANCE
/
/ A SEE DETAIL)
/---
TOP=19.6T4" Rap
IE IN-14.10' 24
IE OUT-14.05' ----
LIMITS OF
DISURB TANCF�
`\
'OFF PLINSTALL- iLT- NICE *-I'
RbNOFF FIR/ / i OFF BACK OF EX. �L �
L-MART FIR ERT ��;� vv v / /O TO ALLOW FOR
\
\\ SUtl>
vv SHOWNv
\
VEI
T I
CPD Ef WAL
TOP=21.75'
E=1 B.96'
O ry IP ° SIDEWALK CONST12UCTI0
ea`� 5 TRACK WALKING, EROSION'
O� v/✓ CONTROL`�G—
BLANKET AND
22 HYDROSEEDIN------
O v \v
I�T FENCE
N DIT mac•` P
N RUNO
2T Y2ROPER
TRAnQKV WALK \\ ------ / /\\\1V
L BL ; ; �_ LIMITS OF
H OSEEDING\\ \ HEADWALL __ DISTURBANCE
EXIST SIDE ANC RS ,' '
NOTE, STORMWATER
TRANSMIS N\STRU
TO BE RE PL D BY \PROG "`" r� ` / OS FACILITY TO RECEIVE
ENERGY WITH PERMANENT SEEDING
'SEE UTILITY `\ STON7E / CHIC T ? /S / PER SPECIFICATIONS
AM SEE DES IL)t 0 m
MOTET ALL 211 SL S T qA WALKINC3 /CI l
ARE TO BE SOD D h // _ l
IMMEDIATLEY UPON S10$*:�CONTROL /
GRADING LA
s, \
LIMITS OF
NCE- A,LQNQ, DISTURBANCE
_
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING
CALL 877
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
*** CAUTION ***
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
VTRIIIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
THEY ME LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
VICINITY MAP - NOT TO SCALE
EROSION CONTROL
LEGEND
EXISTING PROPOSED
DESCRIPTION
--- 20 --- 20
CONTOUR LINE
STORM DRAIN LINE
SF
REINFORCED SILT FENCE
DIVERSION DIKE
— —
LIMITS OF DISTURBANCE
NIP
INLET PROTECTION
(SEE DETAIL SHEETS)
CONSTRUCTION ENTRANCE
(SEE DETAIL SHEETS)
®
RIP -RAP APRON
(SEE DETAIL SHEETS)
STONE FILTER RING
(SEE DETAIL SHEETS)
TSD==)TSD=�
TEMPORARY SLOPE DRAIN
(SEE DETAIL SHEETS)
CONSTRUCTION SEQUENCE 'PHASE 2)
I. Maintain all BMP's. Check all BMP'S and repair as necessary.
2. Building pad to be constructed as grading will allow. Stone pad upon reaching grade.
3. Continue grading site as raeded to achieve final grades for the parking lot and access
roads. Hydroseed all slopes with permanent seed mixture. Use appropriate slope protection.
4. Install stormdrain in the parking lot. Install protection at all inlets and outlets at the time of
installation. Contractor to inspect pipes for any sediment. If encountered, sediment is to be
removed.
5. Curb and gutter parking Ic:t, driveways, and landscaped islands. Begin paving operations.
6. Hydroseed all disturbed arias not receiving sod with permanent seed mixture and straw mulch
with tockifier. Sod all other areas.
7. Install trees and shrubs per Landscape plan and mulch.
8. Remove silt from basins and storm drain pipes as soon as vegetation has been established
on all disturbed areas. Convert Riser to permanent status and grade wet detention pond to
it's final configuration.
9. Remove all BMP's once vegetation has been established. Perform general cleanup of site.
EROSION CONTROL NOTES:
L LAND DISTURBING ACTIVITES SHALL NOT COMMENCE UNTL. APPROVAL TO DO SO HAS BEEN RECEIVED BY
GOVERNING AUTHORITIES. (INCLUDING STORMWATER POLLUTION PREVENTION PLAN PER SECTION 800 OF LOWE'S
DEVELOPMENT CRITERIA.) THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED NPDES SWPPP
DRAWINGS DURING CONSTRUCTION OPERATIONS.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
3. ALL EXPOSED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING.
4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED.
5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH 0.5' RAIN AND AT LEAST ONCE A WEEK.
6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
7, CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON
SITE INSPECTION.
• • REVISIONS
PRE -BID SET POST BID SET
ISSUE DATE II ISSUE DATE
DATE DESCRIPTION
\QX \�N�1111C1 Inf
333 r
11/14 % I
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000(V) 336.658.3257(F)
• THIS DRAWING IS THE PROPERTY OF LOVIES •
ROME CENTERS, MC. MY L19E OR
REPRODUCTION M WHOLE OR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEM
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2WT ALL RIGHTS RESERVED
iu
0
J
9. F INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE
•
•
ENDS SHALL BE COVERED WITH FILTER FABRIC.
Z
10. COMPACT E MAINTAIN 30,000 SO. FT. OF 6' THICK STONE MATERIAL FOR LAYDOWN AREA £ 25' WIDE
O —
GRAVEL ACCESS ROAD TO BUILDING. LAYDOWN AREA TO BE LOCATED BY LOWE'S PROJECT MANAGER.
II. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH
PERMANENT SOIL STABILIZATION,
',,
w
}
m
O
12. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS AND TRAPS BEFORE IT IS 25% FULL AND FROM
SILT FENCE WHEN SEDIMENT REACT -ES )� THE 14EIG14T OF THE SILT FENCE.
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13. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS.
CONSTRUCTION NOTES:
I, AFTER PERMITS HAVE BEEN OBTAINED AND EROSION
CONTROL MEASURES INSTALLED, THE CONTRACTOR
SHALL GRADE BUILDING PAD, GARDEN CENTER AND
APRONS TO 4/- 0.5' OF SUBGRADE AS PER DIVISION 2
COMPACTION SPECIFICATIONS.
2. IMMEDIATELY APPLY AND COMPACT STONE BASE
FOR BUILDING PAD TO 4/- 0 - %2' OF CONCRETE
SUBGRADE AS PER DIVISION 2 SPECIFICATIONS. STONE
SHALL BE APPLIED PRIOR TO EXCAVATING INTERIOR AND
PERIMETER FOOTINGS.
MAINTENANCE STATEMENT
EROSION CONTROL MEASU 'ES WILL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE IMPLEMENTED TO
CONTROL OR TREAT THE SEDIMENT SOURCE.
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• u) 0 •
ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
0 60 120 DRAWING NUMBER:
SCALE I" - 60' S IMB—6

\\\
LOWE'S STANDARD
LANDSCAPE NOTES
I. ALL PLANTED AREAS SHALL RECEIVE A > BAILEY &ASSOCIATES
/ LOT 8
3" LAYER OF SHREDDED PINE BARK � \�v� MAP BOOK 54, PAGE 128-1
MULCH OVER A 10 MIL WEED MAT r ZONED B-1
EQUAL TO 'WEEDBLOCK" BY EASY ss CURRENT USE: DEVELOPMENT
GARDENER OR DEWITT WEE BARRIER. AREA TO \
BE O
2. ALL DISTURBED AREAS NOT RECEIVING SODDED �
PLANTINGS/OR SOD (INCLUDING EL(10) s APPROXIMATE LOCATION
P*4T 5f$=WAM SHALL M 92900 WITW ` IIW112� 11" wAILR LINL
A PERMANENT SEED MIXTURE.
3. ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH DIVISION 2 OF
sS
LOWE'S STANDARD SITE SPECIFICATIONS.
AREA TO BE <.,.
4, QUANTITIES ARE RESPONSIBILITY OF CM(I) SODDED
CONTRACTOR.- CM(2y�PIIGor
SP(IO)
NI // 1..M117/
H(18) CM(3)
W WAOD CP(D
AREA TO BE
o SP(8) CM(3) -GA(ID CM(2) SODDED `
SP(8)
f` 0 0(2) W WO(2) P CP(2)
t o
NOTE, ALL
INTERIOR ISLANDS CH(21) / CM(D
TO BE SODDED
/ AS NEEDED Y
XISTING TRANSMISSION
STRUCTURE =385
FRIPOGPESS ENERGY NO LANDSCAPING SHALL BE
. o PIPE BOLLARD' I PLANTED WITHIN 30' OF
a (SEE DETAIL)/ THE EXISTING TRANSMISSION
r o / 0 STRUCTURE
-12M(23) LOWES
117K DEEP '�RM(5) Mtn
F.F.E. = 24.50' / O
CM(D / RM
R / RIM
FH(60 /
PM
R 8' HIGH MASONRY / / / / 3' W E
R SCREEN WALL / SOD S RIP QM
(SEE DETAIL) / / BE IN CEG o
' R
R i / G
/ ss
s
d �
MI'o
DO1 0.
. u e►,�►
ADDITIONAL NOTES,
I. SEE LANDSCAPE DETAILS FOR LANDSCAPE
NOTES.
2. ALL LANDSCAPE MATERIAL WITHIN THE EXISTING
TRANSMISSION LINE EASEMENT SHALL NOT EXCEED
A MAXIMUM HEIGHT OF 12' AT MATURITY AND
MAY NOT INTERFERE WITH PROGRESS ENERGY'S
ACCESS AND/OR MAINTENANCE REQUIREMENTS.
LINE TABLE
LINE
LENGTH
BEARING
L1
103,59'
N 36'44'18"
E
12
57.83'
N 85°51'18"
E
13
36.56'
S 53-15'42"
E
1-4
74.79'
S 53-15'42"
E
L5
20.04'
S 75'22'30"
E
L6
117.07'
S 75-22'30"
E
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Cl
1677.28'
191.96'
96.08'
191.85'
S 69°09'49" E
633'26"
C2
1640.42'
96.82'
48.43'
96.81'
S 63'55'13" E
3*22'55"
C3
1635.12'
105.76'
52.90'
105.74'
S 60°22'46" E
3'42'21"
3' WIDE SC'D \
STRIP BEHIND \
CEG STAGGERED A AM
A DOUBLE
/ m 10' VEGETATIVE SHELF 110W OF IH(186)00
12 I H WITH
O,C,
o TO BE PLANTED W(TH 5'
f / EMERGENT RUSH AM
12 ®® / ARROW ARUM ®m
STORMWATER MANAGEMENT M
A FACILITY TO RECEEVE LOW
®
/ MAINTENANCE SEEDING MIX 00
/ m (SEE DETAIL SHEET SP-14) AM
/f 0 / 100' CAROLINA POWER ®m
m TRANSMISSION EASEMENT ®®
A NO LANDSCAPING SHALL BE AM
PLANTED WITHIN 30' OF THE
EXISTING TRANSMISSION STRUCTURE ®® AM(32)
/ \ EXISTING TRANSMISSION M
Foc STRUCTURE =384 ®m
4' HIGH VINYL AM
0 A COATED FENCE m
FOCMKR m (SEE DETAIL) ®®
/ // ♦ AM
EXISTING 115 KV m
TRANSMISSION LINE ® m®
I .
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
11
3 DAYS BEFORE DIGGING
CALL 811
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
*** CAUTION ***
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM THE K*WYN M� 9 NO � SURVEY ANT AiAT EXISTING
UNOOtRC �O
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATId
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
VICINITY MAP — NOT TO SCALE
PLANT LIST
QUANTITY
SYMBOL
CODE
SCIENTIFIC NAME
COMMON NAME
SIZE REQUIREMENTS
SPACING
28
(D
WO
QUERCUS
WILLOW OAK
2" CALIPER,
PHELLOS
8' MIN, HT,
SHOWN
28
RM
ACER
QED
2" CALIPER,
20'
e
RUBRUM
MAPLE
8' MIN. HT,
O.C.
(�y
12
'
Cp
PISTACIA
CHINESE
2" CALIPER,
AS
F,,�..,,�
CHINENSIS
PISTACHIO
8' MIN. HT,
SHOWN
32
Q
AM
ACER GINNALA
AMUR MAPLE
2" CALIPER,
AS
BAILEY COMPACT"
BAILEY
8' MIN. HT.
SHOWN
LAGERSTROEMIA
CHEROKEE
AS
31
CM
INDICA 'CHEROKEE'
CRAPE MYRTLE
6' MIN. HT.
SHOWN
ILEX X
R
81
62
FH
ATTENUATA
HOLLY
6' MIN. HT.
O.C.
' FOSTERI'
SPIRAEA
NIPPONICA
SNOWMOUND
GAL,
3'
83
SP
'SNOWMOUND'
SpIREA
3
O.C.
66
O
GA
ABELIA X
GRANDIFLORA
GLOSSY
3 GAL.
31
O.C.
'EDWARD GOUCHER'
ABELIA
129
©
CH
ILEX31
CORNUTA
CHAORIS YA
3 GAL,
O C.
'CARISSA'
198
IH
12APHIOLEPIS
INDICA
INDIA
3 GAL.
SHOWN
I
HAWTHORN
10
EL
LAVANDULA
ANGUSTIFOUA
ENGLISH
3 GAL.
2.5'
O.C.
'QLFTB'
LAVENDER
LANDSCAPE REQUIREMENTS:
TOTAL DEVELOPMENT IMPACT AREA (TDIA)I 16.84AC
= 733,550 SQ. FT.
TOTAL IMPERVIOUS AREA (TIA),
505,366 SO. FT.
VEHICLE ACCOMODATION AREA (VAA),
323,716 SQ. FT.
IMPERVIOUS SURFACE RATIO ISR, (TIA/TDIA) =
0.689
(69% - MODERATE ISI)
TOTAL REQUIRED LANDSCAPE AREA,
(VAA m 12%) = 38,846 SQ, FT.
REQUIRED INTERIOR LANDSCAPE AREA,
(50% OF REQUIRED LANDSCAPE AREA) =
19,423 SO. FT.
TOTAL PROVIDED LANDSCAPE AREA,
104,961 SQ, FT.
TOTAL PROVIDED INTERIOR LANDSCAPE AREA,
28,325 SO. FT.
TREES/SHRUBS,
(VAA W 0.0002) -
REQUIRED - 64.74 LARGE DECIDUOUS TREES
(REQUIRED)
• REVISIONS •
OPRE -BID SET A POST BID SET
ISSUE DATE ISSUE DATE
UAIE1 I DESCRIPTION
IC A R 04�iii
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• •
LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000(V) 336.658.3257(F)
• NET DRAWING 19 THE PROPERTY OP LOWE'9 •
HOME CENTERS. INC. ANY USE OR
REPROWCTION IN WHO E OR PART IB I
PROHIBITED WITHOUT THE EXPRESSED WIBFFEN
CONSENT OF LOWE'S HOME CENFERS, INC.
COPYRIGHT CDT ALL RIGHTS RESERVED
%A
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3.24 ADDITIONAL TREES REQUIRED FOR PARKING
•
•
PROVIDED -
68 TOTAL LARGE DECIDUOUS TREES (REQUIRED)
68 LARGE DECIDUOUS TREES (PROVIDED)
Z
(VAA W 0.001) =
W
m
REQUIRED -
323.72 SHRUBS (REQUIRED)
16.19 ADDITIONAL SHRUBS REQUIRED FOR PARKING
O
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339.91 TOTAL SHRUBS (REQUIRED)
_
PROVIDED -
340 SHRUBS (PROVIDED)
v
62 LARGE SHRUBS (PROVIDED)
278 SMALL SHRUBS (PROVIDED)
257 EVERGREEN SHRUBS (76%)
n
u
m
INTERIOR LANDSCAPE
REQUIREMENTS (401 OF TOTAL),
Q
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^
TREES REQUIRED -
27.19
O
TREES PROVIDED -
40
( 1
SHRUBS REQUIRED -
135.96
\J
SHRUBS PROVIDED -
278
V
REQUIRED DETENTION
POND PLANTING,
0
UJ v
O
1 TREE PER 50 LINEAR
FEET OF DETENTION POND
983 / -
20
Q
O Q
LF 50
LARGE DECIDUOUS TREES (REQUIRED)
9
27 LARGE DECIDUOUS TREES (PROVIDED)
I
(983 LF * 0.5) / 3
164 SMALL SHRUBS (REQUIRED)
•mmmimmmook
—1
1•
164 SMALL SHRUBS (PROVIDED)
ORIGINAL
ISSUE DATE:
12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
0 60
120
DRAWING NUMBER:
SCALE 1" =
60'
S P — 7

' REVISIONS
I PRE -BID SET POST BID SET
O ISSUE DATE � ISSUE DATE
DATE I I DESCRIPTION
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11
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S_ TOPM DRAIN PROFILE FOR
STRUCTURES 7 THRU 7A
O 60 Ito
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 (V) 336.658.3257 (F)
' THIS DRAWING IS T!E PROPERTY CF LOWE'S '
NOW CENTERS. INC. ANY USE OR
REPRODUCTION IN WHOLE OR PART I9
PROHIBITED WITHOUT EXPRESSED WTETIEN
CONSENT OF LOWE8 HOW CENTERS, NO.
COPYRIGHT20&T All RIGHTS RESERVED
• •
•
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• ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER
•
SP-10

•
REVISIONS •
PRE -BID SET A POST BID SET
ISSUE DATE ISSUE DATE
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LOWE'S HOME CENTERS, INC.
GRADE
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1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
_
336.658.4000 M 336.658.3257(F)
— _
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CENTERIS %NPROPERTY aF LOWE'9
HOME CENTERS, INC.W
HOME OR
— — EXISTING
WHOLE
REPRODUCTION IN WHOLE OR PNR 6
OR
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
I I
—
— — GRADE
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT MOOT MI. RIGHTS RESERVED
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ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER
SP-10A
0 0 0

REVISIONS '
I PERMANENT SEEDING HYDROSEEDING 6.10 TEMPORARY SEEDING ISSUEPRE-BID DATE
POST BID SET
O ISSUE DATE 0 ISSUE DATE
Surface roughening is particularly important when hydroseeding, as a rough- DATE I I DESCRIPTION
Definition Controlling runoff and erosion on disturbed areas by establishing perennial
vegetative cover with seed.
Purpose To reduce erosion and decrease sediment yield from disturbed areas, and to per-
manently stabilize such areas in a manner that is economical, adapts to site con-
ditions, and allows selection of the most appropriate plant materials.
Specifications SEEDBEDREGuIiEuENTS
Establishment of vegetation should not be attempted on sites that are unsuitable
due to inappropriate soil texture, poor drainage, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems,
To maintain a good stand of vegetation, the soil must meet certain minimum re-
quirements as a growth medium. The existing soil should have these criteria,
Enough fine-grained (silt and clay) material to maintain adequate mois-
ture and nutrient supply (available water capacity of at least .05 Inches
water to I inch of soil).
Sufficient pore space to permit root penetration,
• Sufficient depth of soil to provide an adequate root zone. The depth to
rock or impermeable layers such as hardpans should be 12 inches or more,
except on slopes steeper than 2:1 where the addition of soil is not feasible.
A favorable pH range for plant growth, usually 6.0-6.5.
Freedom from large roots, branches, stones, large clods of earth, or trash
of any kind. Clods and stones may be left on slopes steeper than 31 if
they are to be hydroseeded.
If any of the above criteria ore not met - i.e., if the existing soil is too coarse,
dense, shallow or acidic to foster vegetation -special amendments are required.
The soil conditioners described below may be beneficial or, preferably, topsoil
may be applied in accordance with Practice 6.04, Topsoiling.
SOIL CONDITIONERS
In order to improve the structure or drainage characteristics of a soil, the fol-
lowing materials may be added. These amendments should only be necessary
where soils have limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations - refer to N.C.
Sediment and Erosion Control Planning and Design Manual.)
Peat- Appropriate types are sphagnum moss peat, hypnum moss peat, reed -
sedge peat, or peat humus, all from fresh -water sources. Peat should be shredded
and conditioned in storage piles for at least 6 months after excavation.
Sand- clean and free of toxic materials.
Vermiculite- horticultural grade and free of toxic substances
Rsttedmaltrs- stable or cattle manure not containing undue amounts of
straw or other bedding materials,
Thoroui; lly rotted sawdust -free of stones and debris. Add 6 lb of nitrogen
to each cubic yard.
Skubs-Treated sewage and Industrial sludges are available in various forms;
these should be used only in accordance with local, State, and Federal regula-
tions.
SPECIES SELECTION
Use the Key to Permanent Seeding Mixtures (Table 6.11b) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of species, including scientific names and characteristics, is given in
Appendix 8,02 (refer to N.C. Erosion and Sediment Control Planning and Design
Manual.)
SEEDBED PREPARATION
Install necessary mechanical erosion and sedimentation control practices b._fore
seeding, and complete grading according to the approved plan.
Urns and ferlazw needs should be determined by Boll tests. Soil testing is per-
formed free of charge by the North Carolina Department of Agriculture soil test-
Ing laboratory. Directions, sample cartons, and information sheets are available
through county Agricultural Extension offices or from NCDA. Because the
NCDA soil testing lab requires 1-6 weeks for sample turn -around, sampling
must be planned well in advance of final grading. Testing is also done by com-
mercial laboratories.
When soil tests are not available, follow rates suggested on the Individual
specification sheet for the seeding mix chosen.
Application rates usually FOR Into the following ranges,
Ground agricultural limestone
Light -textured, sandy soils 1-1 1/2 tons/acre
Heavy -textured, clayey sons+ 2-3 tons/acre
Fertilizer
Grasses, 800-1200 lb/acre of 10-10-10 (or the equivalent)
Grass -legume mixtures: 800-1200 lb/acre of 5-10-10 (or the equivalent)
Appy ens l %rtlzer evenly and Incorporate Into the top 4-6 Inches of soil
by disking or other suitable means. Operate machinery on the contour. When
using a hydroseeder, apply time and fertilizer to a rough, loose surface.
Rouphensrfaees according to Practice 6,03, Surface Roughening.
Complete seedbed preparation by breaking up large clods and raking into a
smooth, uniform surface (slopes less than 3:1). Fill in or level depressions that
can collect water. Broadcast seed into a freshly loosened seedbed that has not
been sealed by rainfall.
SEEDING
Seeding dates given in the sealing mixture specifications are designated
as 'best' or 'possible'. Seedlings properly carried out within the
'best' dates have a high probability of success. It is also possible to
have satisfactory establishment when seeding outside these dates. However, as
you deviate from them, the probability of Failure increases rapidly. Seeding on
the last date shown under 'possible' may reduce chances of success by 30-50%.
Always take this into account in scheduling land -disturbing activities.
Usecelllledseed for permanent seeding whenever possible. Certified seed is
inspected by the North Carolina Crop Improvement Association. It meets
published North Carolina Standards and should bear an official 'Certified Seed'
label (Figure 6.111o).
Labeling of non -certified seed Is also required by law. Labels contain Important
Information on seed purity, germinotion, and presence of weed seeds. Seed must
meet State standards for content of noxious weeds. Do not accept seed contain-
ing 'prohibited noxious weed seed.
stoGllate legume seed with the Rhizobium bacteria appropriate to the species
of legume (Chapter 3, Vegetative Considerations - refer to N.C. Erosion
and Sediment Control Planning and Design Manual.)
Apply sand uniformly with a cyclone seeder, drop -type spreader, drill, cul-
tipacker seeder, or hydroseeder on a firm, friable seedbed.
When using a drill or cultipacker seeder, plant small grains no more than I Inch
deep, grasses and legumes no more than 1/2 inch. Equipment should be cali-
brated In the field for the desired seeding rate.
When using broadcast -sealing methods, subdivide the area into workable sec-
tions and determine the amount of seed needed for each section. Apply one-half
the seed while moving back and forth across the area, making a uniform pot-
ters, then apply the second half In the same way, but moving at right angles to
the first pass (Figure 6.110.
Cover broadeael seed by raking or chain drag&& Mten firm tiro slrlace
with a roller or cultipacker to provide good seed contact
MlAeh all plantings immediately after seeding (Practice 6,14, Mulching -
refer to N.C. Sediment and Erosion Control Planning and Design Manual,)
ened slope will provide some natural coverage for time, fertilizer, and seed. The
surface should not be compacted or smooth. Fine seedbed preparation is not
necessary for hydroseeding operations; large clods, stones, and irregularities
provide cavities in which seeds can lodge.
Rate of wood fiber (cellulose) application should be at least 2,000 lb/acre.
Apply legume inoculants at four times the recommended rate when adding in-
oculant to a hydroseeder slurry.
If a machinery breakdown of 1/2 to 2 hours occurs, add 507 more seed to the
tank, based on the proportion of the slurry remaining. This should compensate
for damage to seed. Beyond 2 hours, a full rate of new seed maybe necessary.
Line Is not normally applied with a hydraulic seeder because it Is abrasive. It
can be blown onto steep slopes In dry form.
Maintenance Generally, a stand of vegetation cannot be determined to be fully established
until soil cover has been maintained for one full year from planting. Inspect
seeded areas for failure and make necessary repairs and resealings within the
same season, if possible.
Reseeding- If a stand has inadequate cover, re-evaluate choice of plant mate-
rials and quantities of lime and fertilizer. Re-establish the stand after seedbed
preparation or over -seed the stand. Consider seeding temporary, annual species
if the time of year is not appropriate for permanent seeding (Practice 6.10, Tem-
porary Seeding - refer to Erosion and Sediment Control Planning and
Design Manual).
IF vegetation fails to grow, soil be must tested to determine if acidity or nutrient
imbalance is responsible.
Fertilization- On the typical disturbed site, full establishment usually requires
refertilization in the second growing season. Fine turf requires annual main-
tenance fertilization. Use soil tests If possible or follow the guidelines
given for the specific seeding mixture.
Table 6.11 k
Seeding No.1P for. Steep
Slopes or Poor
enau c Mae
Table " I
Seeding No. 2P tor. Gentle
Slopes, Average Sol• Low
Maintenance
Seeding mtxdre
sped" I Rate (b/acre)
Talt Fescue 100
Sericea lespedeza 30
Kobe lespedeza 10
Seeding notes
1. In Eastern Piedmont add 251b/acre PEnnsocola Bahiagrass or Ift/acre
common Bermuda rass. use common Bermuda rass only where it is unlike,
9 9 Y Y
to become a pest.
2. After August 15 use unscorified Sericea seed,
3. Where a neat appearance is desired, omit sericia and substitute
401b/acre Bahiagrass or 151b/acre Bermudagrass.
4. To extend spring seeding dates into June, add 151b/acre hulled
Bermuciagross. However, it Is preferable to seed temporary cover and
seed fescue in September.
Nurse plants
Between May 1 and Aug. 15, odd 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15 add 40 lb/acre rye
(grain).
Seeding dates Best Possible
Falb Aug. 25 - Sept, 15 Aug. 20 - Oct. 15
Late Winter, Feb. 15 - Mar. 21 Feb. 1 - Apr. 15
Fall is the best for tall fescue and late winter for lespedezas.
Overseeding of Kobe lespedeza over fall -seeded tall fescueis very
effective. Use unhulled Bermudagross seed in fall.
son amendments
Apply time and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 - 5,000 lb/acre grain straw or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt, roving,
or netting, Netting Is the preferred anchoring method on steep
slopes.
Refee t iitize Rrtin the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowwing is not necessary. Reseed, fertilize,
and mulch damaged areas Immediately.
]Refer to Appendix 8.02 for botanical names In the N.C. Erosion and Sediment
Control Planning and Design Manual.
Seeding Mkillefe
Speciee 1 Rate (lb/acre)
Toll Fescue 80
Sericea lespeciezo 20
Kobe lespedeza 10
sIsisding
1. After 15 use unscarified sericea seed.
2. Where periodic mowing is planned or a neat appearance is desired, omit
sericia and increase Kobe lespedeza to 401b/acre.
3. To extend spring seeding dates Into June, add 151b/acre hulled
Bermudagross. However, after mid -Apr, it is preferable to seed temporary
cover.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15 add 40 lb/acre rye
(grain).
Seeding dates Best Poe"
Fall: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 - Apr. 15
Fall is the best for tall fescue and late winter for lespedezas.
Overseeding of Kobe lespedeza over fall -seeded tall fescueis very
eFfective.
8011 amefldments
Apply time and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Apply A4,000 lb/acre grain straw or equivalent cover of another suitable
mulch. Anchor mulch by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring too(.
Maintenance
Refertilize in the second year unless growth Is fully adequate. May be
mowed once or twice a year, but mowwing is not necessary. Reseed, fertilize,
and mulch damaged areas Immediately.
]Refer to Appendix 8.02 for botanical notes In the N.C. Erosion and Sediment
Control Planning and Design Manual.
Fell Permanent Seeding
Lima ..
5-10-10 Fertilizer
0-20-0
Lascarilled Service lespedeza
KY-31 Fescuo
Rye Groin
*Strew Mulch -
Fall Permanent Seeding - Centipede-
FertNter (law nitrogen approved tar Centipede)
Rye Grain
conlipada Shad
*Sfrow Mulch
Water Temporary Cover
Lime
10-10-10 Fariil;zer.. _. _. .....
aria...
Rye Grain
*Show Mulch ..... .. _. _
Spring Permanent Seeding
Lime ....
5-10-10 rori;fiaar
0-20-0
Scarified Sericea Lespedezo
Ky-31 fescue _.
erowntop Millet _
*Strew Mulch
Spring Permanent Seeding - Centipede:
Lima
Fertilizer (low nitrogen cppenvad for Centipede)
Centipede Seed. _
*s,row Mufoh .. _. ... _. _
Late Spring Permanent Seeding .
Lime
10-10-10 Fertilizer
0-20-0. .... . .
Scorifiad Sericea Lespedaza
Common %fmvdo G€ass (hulled)
*5frow Mulch _.
Summer Temporary Cover
Limo
YO-10-10 FarfiOzer
orowniop Millet
*Straw Mulch
NOTES-
1. * Mulch will be doubled if crimping is the
August 15 November i
_ 2 tons/oc
_ 1000 lbs/cc
500 Ibs/oc
_60 ibs/oc
30 Ibs/ac
25 Ibs/oc
2 'ens/ac
_. September i e February 28
_2 ions/ac
(Appropriate tertWxtr approved
for centipede application)
90 Ibs/oc
16 Ibs/oc (overseeded in spring)
2 fans/cc
November t - February 28
2 tons/ac
700 Ibs/oc
50 Ibs/ac
20 IW/ac
_... 2 cans/ac
March i - April 30
. 2 tone/cc
1000 ibs/oc
500 Ibs/oc
50 Ibs/oc
.. 30 Ibs/ac
20 Ibs/ac
_ 2 tan$/aC
April t -- July 15
2 tons/oc
(Appropriate feelMirar opprovod
for centipede application)
90 Ibs/oe
2 tons/cc
March 15 - June 30
_ 2 Ions/oc
1000 lbs/oc
.500 iba/ac
40 Ibs/ac
8 Ibs/ac
_.2 tans/oc
June 30 a August 3
2 Eons/ac
700 Ibs/ac
40 lbs/oo
2 ions/o:
method used.
SEMING
tar GSM �4Su
SPECINICAI`IONS
Definition
Planting rapid -growing annual grasses, small groins, or legumes to provide intial,
temporary cover for erosion control on disturbed areas.
Purpose
To temporarily stabilize denuded areas that will not be brought to final grade
for a period of more than 15 working days.
Temporary seeding controls runoff and erosion until permanent vegetation or
other erosion control measures can be established. In addition, it provides
residue for soil protection and seedbed preparation and reduces problems of mud
and dust production from bare soil surfaces during construction.
Corditlons Where
On any cleared, unvegetated, or sparsely vegetated soil surface where vegeta-
Practice Applies
tive cover is needed for less than 1 year. Applications of this practice include
diversions, dams, temporary sediment basins, temporary road banks, and top-
soil stockpiles.
Specifications
Complete grading before preparing seedbeds and install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion
hazard. If soils become compacted during grading, loosen them to a depth of 6-
8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant establishment. A good
seedbed is well -pulverized, loose, and uniform, Where hydroseeding methods are used,
the surface may be left with a more irregular surface of large clods and stones.
Ln*V- Apply time according to soil test recommendations. If the pH (acidity)
of the soil is not known, an application of ground agricultural Limestone at the
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acre on fine -
textured soils is usually sufficient. Apply limestone uniformly and incorporate
into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be limed.
Fertilizer- Base application rates on soil tests When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
used, do not mix seed and fertilizer more than 30 minutes before application.
Slrfaeeroughetlklg- If recent tillage operations have resulted in a loose sur-
face, additional roughening may not be required except to break up large clods.
If rainfall causes the surface to become sealed or crusted, loosen it just prior to
seeding by disking, raking, harrowing, or other suitable methods. Groove or fur-
row slopes steeper than 3:1 on the contour before seeding (Practice 6,03, Sur-
face Roughening).
PLANT SELECTION
Select an appropriate species or species mixture from Table 6.10a, for seeding
in late winter and early spring, Table 6.10b for summer, and Table 6.10c for fall.
In the Mountains, December and January seedlings have poor chances of success.
When it is necessary to plant at these times, use recommendations for fall
and a securely tacked mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder, -
or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast seed-
ing and hydroseeding are appropriate for steep slopes where equipment cannot
be driven. Hand broadcasting is not recommended because of the difficulty in
achieving a uniform distribution.
Small grains should be planted no more than I inch deep, and grasses and
Legumes no more than 1/2 inch. Broadcast seed must be covered by raking or
chain dragging, and then lightly firmed with a roller or cultipacker. Hydroseeded
mixtures should include a wood Fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal
conditions and is essential to seeding success under harsh site conditions (Prac-
tice 6,14, Mulching). Harsh site conditions include
seeding in fall for winter cover (wood fiber mulches are not considered
adequate for this use),
slopes steeper than 3i1,
excessivety hot or dry weather,
adverse soils (shallow, rocky, or high in clay or sand), and
areas receiving concentrated flow.
If the :area to be mulched is subject to concentrated waterflow, as in channels,
anchor mulch with netting (Practice 6J4, Mulching).
Maintenance Reseed and mulch areas where seedling emergence is poor, or where erosion
occurs, as soon as possible. Do not now, Protect from traffic as much as pos-
sible
Table 6.10b
Temporary Seeding
Recommendation
for Summer
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Sprig
Seeding mixture
Species Rate(b/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dales
Mountains - May 15 - August 15
Piedmont - May 1 - August 15
Coastal Plain - April 15 - August 15
Son amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilized if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 320
Seeding dates
Mountains -Aug. 15- Dec. 15
Coastal Plain and Piedmont -Aug. 15- Dec. 30
Sol amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and
1,000 lb/acre 10-10-10 fertilizer.
IMLilch Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilized damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary cover
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in late February or early March.
Seeding mixture
Specie Rate (b/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary
cover is not to extend
beyond June.
Seeding dates
Mountains - Above 2500 ft: Feb. 15- May 15
Below 2500 Ft: Feb. 1- May I
Piedmont -Jan. 1- May 1
Coastal Plain - Dec. 1- Apr, 15
Sol amendments
Follow recommendations of soil tests or apply 2,000
lb/acre ground agrlcul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
mulch
4,000 lb/acre straw. Anchor straw by tacking
with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight con be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed,
refertilize, and mulch
immediately following erosion or other damage.
•
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 M 336.658.3257(F)
• THIS DRAWING IS THE PROPERTY OF LOWES •
HOME CENTERS, INC. ANY USE OR
REPRODUCTION M WHOLE OR PARE 18 I
PROHIBITED WRHOU7 THE E%PRE88Ea WPoTTFlI
CONSENTOF LOWES HOME CENTERS, INC.
COPYRIGHT 2V0T ALL RIGHTS RESERVED
•
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ORIGINAL I
ISSUE DATE: 11/16/2007
ISSUE DATE
ICONSTRUCTION SET I
ISSUE DATE:
DRAWING NUMBER:
SP-16

• REVISIONS •
s Prior to laying sod, clear the soil surface of trash, debris, roots, branches, stones,
6.12 s s
.A
lads larg than 2 ' hes J. diameter Fill or level low is in order to
ODefinition
Permanently stabilizing areas by laying a continuous cover of grass sod.
Purpose
To preventerosion and damage from sediment and runoff by stabilizing the soil
surface with permanent vegetation where specific goals might be:
• to provide immediate vegetative cover of critical areas,
• to stabilize disturbed areas with a suitable plant material that cannot be
established by seed;
• to stabilize drainageways and channels and other areas of concentrated
flow where flow velocities will not exceed that specified for a gmss lining
(Appendix 8.05).
Conditions Where
Disturbed armwhich require immediate and permanent vegetative cover, or
Practice Applies
wheresoddingispreferred to other means of grass establishment. Locations par-
ticularly suited to stabilization with sod are:
• waterways and channels carrying intermittent flow at acceptable ve-
locities (Appendix 8.05).
• areas around drop inlets, when the drainage area has been stabilized(Prac-
tice 6.53, Sod Drop Inlet Protection),
• residential or commercial lawns and golf courses where prompt use and
aesthetics are important, and
• steep critical areas.
Planning
Quality turf can be established with either seed or sod; site preparation for the
Considerations
two methods is similar. The practice of sodding for soil stabilization eliminates
both the seeding and mulching operations and is a much more reliable method
of producing adequate cover and sediment control. However, compared to seed,
sod is more difficult to obtain, transport, and store.
Advantages of properly installed sod include:
• immediate erosion and dust control,
• nearly year-round establishment capability,
• less chance of failure than with seedings,
• freedom from weeds,
• rapid stabilization of surfaces for traffic areas, channel linings, or critical
areas.
Sod can be laid during times of the year when seeded grasses may fail, provided
there is adequate water available for irrigation in the early weeks. Irrigation is
essential, at all times of the year, to install sod. It is initially more costly to in-
stall sod than to plant seed. However, the higher cost may be justified for specific
applications where sod performs better than seed.
In waterways and channels that carry concentrated flow, properly pegged sod
is preferable to seed because it provides immediate protection. Drop inlets
placed in areas to be grassed can be protected from sediment by placing per-
manent sod strips around the inlet (Practice 6.53, Sod Drop Inlet Protection).
Sod also maintains the necessary grade around the inlet.
Because sod is composed of living plants that must receive adequate rare, final
grading and soil preparation should be completed before sod is delivered. If )eft
rolled or stacked, heat can build up inside the sod, causing severe damage and
loss of costly plant material.
Specifications
Choosing appropriate types of sod —The type ofsod selected should becom-
posed of plants adapted to both the site and the intended purpose. In North
Carolina these are limited to Kentucky bluegrass, tall fescue, bluegrass -tall fes-
cue blends, fine -turf (hybrid) Bermudagrasses, St. Augustinegrass, centipede -
grass, and zoysiagrass. Species selection is primarily determined by region,
availability, and intended use (Table 6.12a). Availability varies across the state
and from year to year. New varieties are continually being developed and tested.
A complete and current listing of sod recommendations can be obtained from
suppliers or the State Agricultural Extension office. Sod composed of a mixture
of varieties may be preferred because of its broader range of adaptability.
Table 6.12a
Types of Sod Available in
North Carolina
Varieties
Region of
Adaptation
Cool Season Greases:
Kentucky bluegrass bland/
Mountains
Tall fescue blend Adventure, Brookston,
Mountains and
Falcon, Finslawn,
Piedmont
Galway, Houndog Jag-
uar, Olympic, Rebel
Tall fescue/ Kentucky
Mountains and
bluegrass
Piedmont
Warm Season Grasses:
Hybrid Bermudagrass
Vamont, Tilway,
Piedmont and
Tifway II 8 Tifgreen
Coastal Plain
Zoysiagrass
Emerald, Meyer
Piedmont and
Coastal Plain
Centipedegrass
No improved varieties
Piedmont and
Coastal Plain
St. Augustinegrass
Raleigh
Piedmont and
Coastal Plain
to large number of varieties
exist --consult suppliers and your local
Agricultural Extension office for recommendations.
Quality of sod --Use only high -quality sod of known genetic origin, free of
noxious weeds, disease, and insect problems. It should appear healthy and
vigorous, and conform to the following specifications:
• Sod should be machine cut at a uniform depth of 1/2 - 2 inches (exclud-
ing shoot growth and thatch).
• Sod should not have been cut in excessively wet or dry weather.
• Sections of sod should be a standard size as determined by the supplier,
uniform, and untom.
• Sections of sod should be strong enough to support their own weight and
retain their size and shape when lifted by one end.
• Harvest, delivery, and installation of sod should takeplace within a period
of 36 hours.
Soil preparation —Test soil to determine the exact requirements for lime and
fertilizer. Soil tests may be conducted by the State soil testing lab or a reputable
commercial laboratory. Information on free soil testing is available from the
Agronomic Division of the North Carolina Department of Agriculture, or the
Agricultural Extension Service. Where sodding must be planned without soil
tests the following soil amendments may be sufficient
• Pulverized agricultural limestone at a rate of 2 tons/scre (100 Ib/1,000
flz)
• Fertilizer at a rate of 1,000 ib/acre (2516/1,000 ft2) of 10-10-10 in fall or
5-10-10 in spring
Equivalent nutrients may be applied with other fertilizer formulations. These
amendments should be spread evenly over the area and incorporated into the
top 4-8 inches of soil by disking, harrowing, or other effective means. If topsod
is applied, follow specifications given in Practice 6.04, Topsoiling.
c u ink spa
avoid standing water. Rake orharrow, the site to achieve a smooth and level final
grade.
Complete soil preparation by rolling or cultipacking to firm the soil. Avoid using
heavy equipment on the area, particularly when the soil is wet, as this may cause
excessive compaction and make it difficult for the sod to take root.
Sod installation —A step-by-step procedure for installing sod is illustrated in
Figure 6.12a and described below.
1. Moistening the sod after it is unrolled helps maintain its viability. Store it in
the shade during installation.
2. Rake the soil surface to break the crust just before laying sod. During the
summer, lightly irrigate the soil, immediately before laying the sod to cool the
soil and reduce root burning and dieback.
fr •� <,-•
.,,. Lay sod in a staggered
,;; r,,• ';__ J w� _ : pattern with strips butted
tom..+ _ tightly against each other. A
r„� ..
. • ' • ,
•• •
,. _ sharpened masons trowel can
•••• -
be used to tuck down the ends
'—" �'" �„
and trim pieces.
�` �• ,
�• :'�"'{`�
OLIN Correct
Butting angled ends caused by the automatic
Incorrect
sod cutting must be matched correctly.
II � II
Roll sod immediately to Water to a depth of 4 ° Mow when the sod is es -
achieve firm contact as soon as the sod is tablished (2-3 wks). Set
with the soil. laid, and continue the mower high (2-3").
watering as needed.
Figure 0.12a Proper installation of grass sod (modified from Va SWCC).
3. Do not sod on gravel, frozen soils, or soils that have been treated recently
with sterilants or herbicides.
4. Lay the first row of sod in a straight line with subsequent rows placed paral-
lel to and butting tightly against each other. Stagger strips in a brick -like pat-
tem. Be sure that the sod is not stretched or overlapped and that all joints are
butted tightly to prevent voids. Use a knife or sharp spade to trim and fit ir-
regularly shaped areas.
5. Install strips of sod with their longest dimension perpendicular to the
slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure
sod with pegs or staples.
6. As sodding of clearly defined areas is completed, roll sod to provide firm
contact between roots and soil.
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
8. Keep sodded areas moist to a depth of 4 inches until the grass takes root. This
can be determined by gently tugging on the sod --resistance indicates that root-
ing has occurred.
9. Mowing should not be attempted until the sod is firmly rooted, usually 2-3
weeks.
Sodded waterways --Sod provides a resilient channel lining, providing im-
mediate protection from concentrated runoff and eliminating the need for instal-
ling mats or mulch. The following points apply to the use of sod in waterways:
1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The sod
type must be able to withstand the velocity of flow specified in the channel
design (Appendix 8.05).
2. Lay sod strips perpendicular to the direction of flow, with the lateral joints
staggered in a brick -like pattern. Edges should butt tightly together (Figure
6.12b).
Flow
Use pegs or stables to fasten sod firmly at the
ends of strips and in the center, or every 3-4'
if the strips are long. When ready to mow,
drive pegs or staples flush with the ground.
Lay sod across the
direction of flow.
T
- i—n
Ir 4 •.......,...._, ,Peg or j
.__....__.....staple.....:
-
.vsyu.�rn�a�
. veer _9!4B_Re
sod with netting and
staples.
Figure 8.12b Installation of sod In waterways (modified him Va 3WCC).
Maintenance After the first week, water as necessary to maintain adequate moisture in the
root zone and prevent dormancy of the sod.
Do not remove more than one-third of the shoot in any mowing. Grass height
should be maintained between 2 and 3 inches unless otherwise specified.
After the first growing season, established sod requires fertilization, and may
also require lime. Follow soil test recommendations when possible, or use the
rates in Table 6.12b.
41 11.. Ps
OW
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T'T Tff tom... Pr r^ ... ... .._. 1.
x,
1 Y4 FI` <N)."AJI hB T c..UNu
sin '�� rr_rt>-cFAu rr,. Ns
---TYPKAt NON•-Wll,"!N CEf! :'AWZIC.
V-SHAPED WATERWAY with STONE CENTER DRAIN
(SHAPED BY 0,07OR PATROL)
_..
THE F-t f,.KNta4 0C T-r RIP
rA w,nq - = Mri ;Ilr
AWWt T cjAM YR 0'
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ROCK 2., I"1 k L ..lGA<ATION.
TVRICAi NON-Wo to Gra rAOMC
TRAPEZOIDAL
,. l j—ix%Nt r^ir r
1 i'...e .. .. -i-_ _.. _ - ... 1
i�" I Iml I ran ml I�•'-
-i�nf...
---------IY ICAI. NON -WOVEN CEO FABRIC
PARABOLIC -SHAPED WATERWAY with STONE CENTER DRAIN
(S^APED BY BULLDOZER)
NOTES;
1. To be used where excessive stormwofer velocities prohibit aegotative linings.
2. Size of stone must be determined by dppropr':ore design procedure
eh, ,:^nf coder 4.oisa N,N wa.: ::urkavriticxcen
� il'r cAJA{ KSONVII f I
• RIP -RAP LINED CHANNELS for NnT �N ;;1 fHG
' THE C',ONVEYANC P of STORI�4WA CER
YW COARSE —
AGGREGATE
M/RAF/14ON
NON-WOVENF/LTER —
FABRIC OR EQUAL
EARTH BERM DIVERSION i;. i - n_ u_ n 7.
During the in=.ilia( venstrua'ion the locations of the ern-0, roads are cleared.
I These areas are often €eft uncovered allowing them to erode causing sediment
,- runoff, This can be prohlbiled by using earth berms to redirect runoff to
conhviod low lying areas where secif"mrif Pifs or other devises are located.
rH' A�J
-
,1.
It is recommended that the first phase of
roadway construction be the excavation of
a diversion trench parallel to the road
way extend=ag down to the lowest point.
p 1b n_
���y� Thera ore 3 poeslbte ways to
construct
;. a diversion; size and shops should be
determined through appropriate
`s ' engineering design.
�.. MAINTENANCE=
Diversions should be inspected after
The excovoted material should be p aced each rainfall and needed repairs should
and compacted on the fewer side of the be made immediately to both eroded
diversion and seeded as soon as possfbie areas and areas needing additional
will, recommended grasses and mulch, ground cover.
4 �o tut r i 1I>,a�,s C`I"I i eat JAt KSO N� IC
1 I I.
SR '4' ,a-x. Alle'D:.r.as.wl
w EARTH BERM. leer T •a"fi Dl
°r L31VERSION DETAIL
Minimum Eauioment Clearances
Voltage Range Minimum Required Equipment
(Phase to Please) Clearance Distance
Operation Near Power Lines:
Upto 50 KV...................................................10, 1„
69 KV........................................................... 10, 8„
THIS PROJECT 0111 115 KV......................................................... 12' 2"
138 KN..... ........................................... ......... 13' 0„
161 KV.........................................................13, 9„
230 KV......................................................... 16, 0"
500 KV.........................................................25, 0"
Note: MEC for Operation NerPower Lines =
10' 0" + 0.4" per KV over 50 KV
This table (Minimum Equipment Clearances) applies to equipment (sub as cranes and
forklifts) performing work not associated with energized conductors and equipment.
Reference: OSHA 1910.269
(THIS LIST SUPPLIED BY PROGRESS ENERGY)
NOTE.• rO BE tITIL12FD AS DIRECTED BY rHE GEOTECHNICAL
ENGINEERANDIORAS SHOIUNON rHEPLANS.
FRENCH DR.4/N
I 1I I 1
IEl
60PERFORAIED PVCPIPE
ORA$ SPECIFIED
PRE -BID SET POST BID SET
ISSUE DATE � ISSUE DATE
DATE I I DESCRIPTION
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LOWE'S HOME CENTERS, INC.
1605 CURTIS BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 M 336.658.3257 (F)
THIS DRAWING le THE PROPERTY OF LOWE'S
HOME CENTERS. INC. ANY UBE OR
REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WITHOUT THE E%PRESSED WRITTEN
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2007 ALL RIGHTS RESERVED
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ORIGINAL
ISSUE DATE: 11/16/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
SP-17
r
•

•
SEDIMENT FENCE (SILT FENCE)
DEFINITION
A temporary sediment measure consisting of fabric buried at the bottom,
stretched, and supported by posts.
PURPOSE
To retain sediment from small disturbed areas by reducing the velocity of
sheet flows to allow sediment deposition.
Ensure that the drainage area Is no greater than 1/4 acre per 100 ft of
DESIGN CRITERIA
fence, This is the maximum drainiage area when the slope is less than 2
percent. Where all runoff is to be stored behind a sediment fence,
ensure that the maximum slope length behind a sediment fence does not
exceed the specifications shown in Table 6.62a. The shorter, slope length
allowed For steeper slopes will greatly reduce the maximum drainage area.
For eample, a 10-20% slope may have a maximum slope length OF 25 feet.
For a JoD-foot length of sediment fence, the drainage area would be 25ft
X 100€t ¢ 2500 SF or 0.06 acres.
Make the fence stable for 10-year peak storm runoff.
Ensure that the depth of impounded water does not exceed 1.5 ft at any
point along the fence.
If nonerosive outlets are provided, slope length maybe Increased beyond
that shown in Table 6.62a, but runoff from the area should be determined
and bypass capacity and erosion potential along the fence must be
checked. The velocity of the flow at the outlet or along the fence
should be in keeping with Table 8.05d, Appendix 8,05.
Table 6.62a
Maximum Slope Length and
Slope for which Sediment
Fence Is Applicable
Slope Slope Length (10 Maxilrxm Area (SF)
< 2'/. 100 10,000
2 to 5% 75 7,500
5 to 10% 50 5,000
10 to 20% 25 2,500
)20% 15 1,500
Provide a rlprap splash pad or other outlet protection device For any
point where flow may overtop the sediment fence, such as natural
depressions or swales. Ensure that the maximum height of the fence at a
protected, reinforced outlet does not exceed 2 ft and that support
post spacing does not exceed 4 ft.
The design life of a synthetic sediment fence should be 6 months.
C❑NSTRUCTI❑N MATERIALS
SPECIFICATIONS 1. Use a synthetic filter fabric of at least 95% by weight of polyolefins
or polyester, which is certified by the manufacturer or supplier as
conforming to the requirements in ASTM D 6461, which is shown in Table
6.62b, Synthetic filter fabric should contaln ultraviolet ray Inhibitors
and stabilizers to provide a minimum of 6 months of expected usable
construction life at a temperature range of O' to 120' F.
2. Ensure that posts for sediment fences are 1,33 lb/linear ft steel with
a minimum length of 5 ft. Make sure that steel posts have projections
to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence
with a minimum 14 gauge and a maximum mesh spacing of 6 Inches.
Table 6.62b
Specifications For
Sedment Fence Fabric
Temporary Silt Fence Material Property Requkemente
Supported
Un-Supported
Type of
Test Material
Units
Silt Fencel
Silt Fence[
Value
Grab Strength
ASTM D 4632
N (Lbs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(9P)
Permittivity
ASTM D 4491
sec-1
0.05
0.M
MARV
Apparent Opening Size"
ASTM D 4751
mm
0.60
0.6J
Max. ARV3
(US Sieve N)
(30)
(30
70% after
70% after
Ultraviolet Stability
ASTM D 4355
Retained
500h OF
5001- of
Strength
exposure
expc;ure
[Silt fence support shall consist of 14 gauge Steil wire with a mesh spacing of 150mm (6 inches),
or prefabricated polymer mesh of equivalent strength.
2These default values are based on empirical evidence with a variety of sediment. For,
envorinmentally sensitive areas, a review of previous experience and/or site or regionally specific
geotextile tests in accirdance with Test Method D 5141 should be performed by the agency to
confirm suitability of these requirements.
3As measured In accordance with Test Method D 4632.
B' MAX
CHAIN LNK FENCE
W WOVEN MESH FABRIC)
GROUND
SURFACE
POST��9EE KITE I4 nGAGE TENS9
// CHAIN LINK
TOEANCHORTRENCH
FABRIC FENCE COMPACMRLL
A GAGE TENSION WNE
SUPPORT POST
USE 2-In' DIA GALVANIZED OR
ALUMINUM POSTS
-FABRIC FENCE
NOTE 04
B' MIN.
a•
JOINING FENCE SECTIONS 4 N.
NOTES:
1. FILTER FABRIC FENCE MUST BE INSTALLED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER MUST BE
EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO MAIN BARRIER ALIGNMENT.
2. SEDIMENT MUST BE REMOVED WHEN ACCUMULATION REACHES 25%ABOVE GROUND HEIGHT OF THE FENCE.
3. NO.7 GTENSION WIRE INSTALLED HORIZONTALLY AT TOP AND BOTTOM OF CHAIN -LINK FENCE.
4. CHAIN LINK TO POST FASTENERS SPACED • 14' MAX USE NO.6 GA. -ALUMINUM WIRE OR NO.9 GALVANIZED STEEL
PREFORMED CUPS. CHAIN LINK TO TENSION WIRE FASTENERS SPACED 0 80' MAX. USE NO 10 GA. GALVANIZED
STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED • 24- MAX. C TO C.
SLOPE LENGTH CHART
70PAND B01
STRAND SHA,
10 GAUGEMII
SLOPE
MAXIMUM SLOPE LENGTH (FT)
<2%
1,000
5%
500
10%
300
20%
200
30%
100
40X
75
50%
50
SUPER FIL TER FABRIC FENCE DETAIL
(NOT TO SCALE)
X. WIT
H WIRE
RE
VERT/CAL WIRES
SHALL BE 121/2 GAUGEM/N. I
u=u=ll=u_n_u-u T u-
1=L=11-ll-ll-ll-ll-B 1L-l�
1 ■tttt�tttt�I
i t�ttttt�ttttt�i
t i♦t�t�i1
t i♦ti♦t�t�
a
ll-1L=lL
u=u II
u u
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,
u it=n II a n-u=i1 II n u u=li-n a u-ii_�li II n=a=u=u=
lL.1L-1L JL JJLJLJL= JL�_ _ll-ll=u=u=11
u
WIRE AX TERAIISRIC
NOTES.'
1. WIRE SHALL SEA MIN/MUM OF32'IN
W/DTHAND SHALL HAVEA MINIMUM
OF LINE WIRES WITH 12' STAY
SPACING.
2. FILTER FABRIC SHALL BEA MINIMUM
OF36NIN W/DTHAND SHALL BE
FA57ENEDADEOUAMYTO THE
WIRE.
F/L TER FABRIC
COMPACTED FILL
u
REFERENCE
SECTION 02020
OF
LOWES D/VISION2
STANDARD SITE
SPECIFICAT70NSAND
PROJECT SPECIAL
PROVISIONS
I STEEL POSTSHALLBE5tMIN 1-"4
ICI. STEEL POST-Z'-0'DEPTH
HE/GHTANDBEOFTHE
I.''�I JI
SELF-FASTENERANGLESTEEL TYPE
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
SIL T FENCE DETAIL
CONSTRUCTION
1, Construct the sediment barrier of standard strength or extra strength (NOT TO SCALE)
synthetic fIlter fabrics.
2.
nlwhen
Ensure that the height of the sediment fence does not exceed 24 Inches
above the gground surface. (Higher fences may impound volumes of water
sufficient to cause Failure of the structure.)
3.
Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, secure[fasten the
Fitter cloth only at a support post with 4 feet minimum overlap to the next
post.
4.
Support standard strength filter fabric by wire mesh fastened securely to
the slo a side of the posts. Extend wire mesh support to the bottom of
then fabric the upslope side
the trench. Fasten the wire reinforcement, on
of the Fence post. Wire or plastic zip ties should hove minimum 50 pound
tensile strength.
5.
When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 Inches.
6.
Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts.
Wire or plastic zip ties should have minimum 50 pound tensile strength.
7.
Excavate a trench approximately 4 inches wide and 8 inches deepp along the
6.62a).
proposed line Of posts and upslope from the barrier (Figure
B.
Place 12 inches of the fabric along the bottom and side of the trench,
9.
Backflll the trench with Boll placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence performance.
10.
Do not attach filter fabric to existing trees.
INSTALLATION 1,
The base of both end posts should be at least one foot higher than the
SPECIFICATIONS
middle of the fence. Check with a level if necessary.
2.
Install posts 4 feet apport in critacal areas and 6 feet apart on standard
applications.
3.
Install posts 2 feet deep on the downstream side of the silt fence, and as
close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4.
Install posts with the nipples facing away from the silt fabric.
5.
Attach the fabric to each post with three ties, all spaced within the top 8
Inches of the fabric, Attach each tie diagonally 45 degrees through the
fabric, with each puncture at least 1 inch vertically apart. Also, each tie
it: d t h t le ti htened to prevent
should be pose one o Ong on a pos pp w g
sagging.
6. Wrap approximately 6 inches of Fabric around the end posts and secure with
3 ties.
7. No more than 24 Inches of a 36 Inch fabric is allowed above ground level,
8. The installation should be checked and corrected for any deviations before
compaction.
9. Compaction is vitally important for effective results. Compact the soil
immediately next to the silt fence fabric with the front wheel of the tractor,
skid steer, or roller exerting at least 60 pounds per square Inch. Compact
the upstream side first, and then each side twice for a total of 4 trips,
MAINTENANCE Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
Ineffective, replace it promptly,
Remove sediment deposits as necessary to provide adequate storage volume for
the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout,
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage area has been properly
stabilized.
6.15 RIP -RAP
DEFINITI❑N A layer of stone designed to protect and stabilize areas subject to
erosion.
PURPOSE
To protect the soil surface from erosive forces and/or improve stability
of soil slopes that are subject to seepage or have poor soil structure.
C❑NSTRUCTI❑N
SUBGRADE PREPARATION - Prepare the subgrade for riprap and filter to
SPECIFICATIONS
the required lines and grades shown on the plans. Compact any fill
required in the subgrade to a density approximating that of the
surrounding undisturbed material or overfill depressions with riprap.
Remove brush, trees, stumps, and other objectionable material. Cut the
subgrade sufficiently deep that the finished grade of the riprap will be
at the elevation of the surrounding area. Channels should be excavated
sufficiently to allow placement of the riprap in a manner such that the
Finished inside dimensions and grade of the riprap meet the design
specifications.
SAND AND GRAVEL FILTER BLANKET - Place the filter blanket immediately
after the ground foundation is prepared. For gravel, spread filter stone
in a uniform layer to the specified depth. Where more than one layer of
filter material is used, spread the layers with minimal mixing.
SYNTHETIC FILTER FABRIC - Place the cloth filter directly on the prepared
foundation. Overlay the edges by at least 12 inches, and space anchor
pins every 3 Ft along the overlay. Bury the upstream end of the cloth a
minimum of 12 inches below ground and where necessary, bury the lower end
of the cloth or overlap with the next section as required. Take care
not to damage the cloth when placing riprap, If damage occurs, remove
the riprap and repair the sheet by adding another layer of filter material
with minimum overlay of 12 inches around the damaged area, If extensive
damage is suspected, remove and replace the entire sheet. Where large
stones are used or machine placement is difficult, a 4-inch layer of fine
gravel or sand bay be needed to protect the filter cloth.
STONE PLACEMENT - Placement of riprap should Follow immediately after
placement of the filter. Place riprap so that it forms n dense,
well -graded mass of stone with a minimum of voids. The desired distribution
of stones throughout the mass may be obtained by selective loading at
the quarry and controlled dumping during final placement. Place riprap to
its full thickness in one operation. Do not place riprap by dumping
through chutes or other methods that cause segregation of stone sizes.
Take care not to dislodge the underlying base or Filter when placing the
stones. The toe of the riprap slope should be keyed to a stable
Foundation at its base.
The toe should be excavated to a depth about L,5 times the design
thickness of the riprap and should extend horizontally from the slope.
MAINTENANCE
The finished slope should be free of pockets of small stone or clusters
of large stones. Hand placing may be necessary to achieve the proper
distribution of stone sizes to produce a relatively smooth, uniform
surface. The finished grade of the riprap should blend with the
surrounding area. No overfall or protrusion of riprap should be apparent.
PIPE D/A.
J/ JJ/JI•V/I •✓ RIP -RAP
L I
TYPICAL CON(
FLARED END �/ V
SECT/ON � /
ISOMETRIC VIEW
do = Pipe Die, A A
La = Apron LengbY
W=Apron Width a° �y
3x Pipe 0(Min.)
of =Apron Depth col
PLAN
La
SLOPED% FLOW
iR-
TMHM
d SECTIONA A Fi/terb/anket
NOTES:
SEEAPPROPR/ATE SCHEDULE FOR DIMENSIONS
1. La is the length of the dprap apron.
2. d = 1.5 times the maximum stone diameter but not less than 6".
3. A Mar blanket orMer fabric should be Installed between the no -rap and sol/foundatIon.
RIP R4P APRON - OUTLET CHANNEL
(NOT TO SCALE)
In general,
installed it
once a riprap
requires very
installation has been properly designed and
little maintenance. Riprap should be inspected
periodically
for scour or
dislodged stones.
Control of weed and brush
growth may
be needed in
some locations,
RIP-RAPw APRON
SIZING CHART
C
STRUCTURE a A WIDTH
B LENGTH C WIDTH d5o SIZE
dMAXSIZE TACKINESS
L
02
27'
40'
9' 10'
15"
24"
1
14'
12'
6' 6"
9"
14'
12
14'
12'
6' 6'
9"
14"
19
14'
12,
6' 6"
9"
14'
TOTE: ALL SUPER SILT FENCE ANI
SILT FENCE TO BE INSTALLED
MUST HAVE WIRE BACKING
I74P RAP TO BE CLASS 2 STONE
REVISIONS
PRE-BIDSET POSTBIDSET
ISSUE DATE ISSUE DATE
DATE I I DESCRIPTION
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LOWE'S HOME CENTERS, INC.
1605 CURTIS
BRIDGE RD.
N. WILKESBORO, NC 28697
336.658.4000 M 336.658.3257(F)
•
•
THIS DRAWING IS THE PROPERTY OF LOWES
HOME CENTERS, INC. ANT' USE OR
REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WRHOUT THE EXPRESSED WTSTIEN
CONSENT OF LOWE'S HOME CENTERS, INC.
COPYRIGHT 2DD7 ALL RIGHTS RESERVED
•E100II101I10111•
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enives
ORIGINAL
ISSUE DATE: 11/16/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER:
SP-18
I
11

q
TOP OF BERM • 20.50 10, SECTION TNQU BASIN
N.T.S.
20' WIDE RIP -RAP
TT--
SPILLWAY o ELEV- 19.30
CLAY CORE (SEE
DETAIL THIS SHEET)
TOP OF MANHOLE - ---- -I -100 YR. STORAGE ELEVATION 19.88
ELEA6.90 _ _I TOP OF RISER STRUCTURE 19.30'
'I -25 YR. STORAGE ELEVATION 19.26 -
3 -I -10 YR. STORAGE ELEVATION: 18,74- -
-I SEE STORMWATER REPORT FOR
-I ORIFICE AND WEIR SIZING
-2 YR. STORAGE ELEVATION: 17.49 - -
21 LF OF 36' 47 LF OF 36' I Z 6' X 6CONCRETE RISER STRUCTURE
RCP/CPP _ _ RCP/CPP -
60.50% SLOPE III SLOPE - O' WEIR
- - -- - IE. 16,70 4" PVC WITH 90' ELBOW ELEV: 15.00
_ VEGETATIVE SHELF TO EXTEND 6" ABOVE
AND BELOW THE PERM. POOL
-- TEMP, POOL ELEV: 16.70
- INV OUT
-- - 13.00 PERMANENT POOL ELEV: 15.00
-- - = HWT ELEV: 12.0
IN:12.76
. ::7VEGETA
/
-- -' BOTTOM OF PERM,
F POOL ELEV: 6.00
6.00 TOP
^'0:1 PLANTED
-OUT:12.76 6'X6' EQUALLY OF FOOTING TIVE BOTTOM OF POND
SPACED ANTI -SEEP 7'X7'X SHELF ELEV: 5.00
COLLARS, SEE FOOTING SEDIMENT
DETAILS 10' VEGETATIVE- SHELF TO BE CLEANOUT
PLANTED WITH EMERGENT ELEV: 6.00
3*4 STEEL REBAR (GALV. OR ASPHALT -
COATED) TACKWELD AT 3-4" O.C. EACH
WAY LAID IN TOP OF BASIN
36" OUTLET PIPE
INV. ELE.• 13.00
3.0' WEI
IE: 16.70
4' ORIFICE
IE: 15.00
SECTION
44 STEEL REBAR (GALV. OR ASPHALT
COATED) TACKWELD AT 3-4" O.C. EACH
WAY LAID IN TOP OF BASIN
36" OUTLET PIPE
INV. EL 13.00
3.0' WE,
IE 1 16.70
4' ORIFICE
IE: 15.00
ES CTION
RUSH AND ARROW ARUM
OUTLET STQUCTUQE
TEMPORARY CONDITIONS
COVER WEIR WITH PLYWOOD TOP OF THE
AND PROVIDE SKIMMER CONN. RISER ELE•19,30
TYPCAL MANHOLE STEP
EVERY 16"O.C, AS
r%trEDED FOR ACCESS
-HALF OF A 46
DIAMETER CDRRUGATED
METAL PIPE ATTACHED
TO BOX
4' PVC W/
90' ELBOW
TOP OF EARTHEN -
BAFFLE ELEV: 16,70
DRAIN HAS BEEN PROVIDED FOR THE WE
)ND, PUMP SHALL BE USED TO PERFORM
WNTENANCE AND OTHER NEEDS
- HALF OF A 48"
DIAMETER CORRUGATED
METAL PIPE ATTACHED
TO BOX
3.0' WIER ELE-16.70
\ • - - - -4" ORIFICE ELE.-15.00
I II II I II II I I-TnP i F00TIN(,-: 6.
-1 i t=1 I I=1 I I=1 11=1 1,1=1 11=1 C7'X7'X8'
COMPACTED SUBGRADE
OR 6' OF CRUSHED CONCRETE FOOTING
STONE
DETENTION POND OUTLET STRUCTURE
NTS
OUTLET STRUCTURE
PERMANENT CONDITIONS
TYPICAL MANHOLE STEPS
EVERY I6O.C. AS
NEEDED FOR ACCESS
-HALF OF A 48"
DIAMETER CORRUGATED
METAL PIPE ATTACHED
TO BOX
4' PVC W/
90' ELBOW
PERMANENT POOL
ELEVATION: 15,00
TOP OF THE
RISER ELEA9.30
-- HALF OF A 48"
DIAMETER CORRUGATED
METAL PIPE ATTACHED
TO BOX
3.0' WIER ELE-16.70
/ 1
• - - - -4" ORIFICE ELE-15.00
......
. .-. . .-i . .-
COMPACTED SUBGRADE
CR 6" OF CRUSHED 7'X7'X8" CONCRETE FOOTING
STONE
DETENTION POND OUTLET STRUCTURE
NTS
NOTE:
BASIN, FRAME, AND GRATE
MAY VARY IN NONESSENTIAL
DIMENSIONS
II
I
6'-0"
-__ 5'-0"
O O
1
to �0
PLAN
u4 STEEL REBAR (GALV. OR ASPHALT
COATED) TACKWELD AT 3-4" O.C. EACH
WAY LAID IN TOP OF BASIN
NOTE:
I. BASIN, FRAME, AND GRATE
MAY VARY IN NONESSENTIAL
DIMENSIONS
6'-0'
5'-0"
O O
PLAN
=4 STEEL REBAR (GALV. OR ASPHALT
COATED) TACKWELD AT 3-4' O.C. EACH
WAY LAID IN TOP OF BASIN
VEGETATIVE SHELF DETAIL
SCALE- N.T.S.
-TOP OF RISER STRUCTLRE 19.30'
6' X 6' CONCRETE RISER STRUCTURE
10' VEGETATIVE SHELF TO BE
PLANTED WITH EMERGENT
RUSH AND ARROW ARUM
PERMANENT POOL ELEV- 15.003
_F_I_ 45' _
10,1 VEGETATIVE SHELF SHALL
EXTEND 6' ABOVE AND
PERMANENT POOL
TEMP. POOL ELEV: 16.70
PERMANENT POOL ELEV: 15.0
EXISTING
GRADES
21 LF 36" -
RCP/CPP m
0.50%
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GRADES
47 LF 36'
RCP/CPP m
0.50%
Z
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PERMANENT
SHWT
FOREBAY
BOTTOM OF PERM.
POOL ELEV: 6.00
SEDIMENT
CLEANOUT BOTTOM OF POND SEDIMENT-
ELEV: 6.00 ELEV: 5.00 CLEANOUT
ELEV: 6.00
94 Rebor at 12" o.c.
^oncrele
3edtifrg
PIPE
Concrete
Bedding
TOP OF POND
ELEV: 20,50
r BOTTOM OF PERM.
POOL ELEV: 6.00
BOTTOM OF FOREBAY
ELEV: 5.00
NOTES:
/
Concrete Anil -Seep Collor
I. Excavate slot for
anti -seep collar prior to laying
pipe.
NOTES
2. Pour concrete for
collar at sane time as adjacent
I.
Use high slurry (6 inch) lean mix concrete (2000 psi)
bedding to prevent
having a cold joint anywhere
in collar.
to pipe bedding.
3. Concrete to be in
direct contact with all soil surfaces.
2.
Concrete bedding should extend to or above spring
4. Provide neoprene
gasket around pipe at center
of collar.
line of pipe.
Concrete
Anti -Seep
Collar
Detail
Not to Scale
Trench excavated
into structural
fill or residual
soil - all loose
soil removed.
MAINTENANCE PLAN
I. All erosion and sediment control practices will be checked
for stability and operation following every runoff producing
rainfall but in no case less than once every week. Any needed
repairs will be made immediately to maintain all practices as
designed.
2. The sediment basins will be cleaned out when the level of
sediment reaches the elevations specified on the erosion control plans.
Sediment shall be placed on the topsoil pile. Gravel will be cleaned
or replaced when the sediment Dool no longer drains properly.
3. Sediment will be removed from the sediment basins and block
and gravel inlet protection device when storage capacity has
been approximately 50% filled. Gravel will be cleaned or
replaced when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fence when
it becomes about 0.5 feet deep at the fence. The sediment fence
will be repaired as necessary to maintain a barrier.
5. All seeded areas will be fertilized, reseeded as necessary,
and mulched according to specifications in the vegetative plan
to maintain a vigorous, dense vegetative cover.
6. Owner to perpetually maitain all permanent erosion control
devices in order to reduce long term effect of erosion
SWM POND SECTION E QISE2
• REVISIONS •
PRE -BID SET POST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
R
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LOWE'S HOME CENTERS, INC.
HWY. 268
EAST, EAST DOCK
N. WILKESBORO, NC 28050
336.658.4000 (V) 336.658.3257 (F)
•
•
1/11B aUWMO IB TE PROPERLY OF 1,011E'8
HOME CENTERS, INC. O. USE OR
REPHIBIMD ONMWHOLEORPNiTM
PROHIBITED LOWES THE MINITESEDVMTM
CONSENT IOWE'S HOME NC.
T
COPYRIGHT Zf1GT ALL RIGHlB RESERVED
REESEI?V O
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ORIGINAL
ISSUE DATE: 12/28/2007
PERMIT SET
ISSUE DATE:
CONSTRUCTION SET
ISSUE DATE:
DRAWING NUMBER
S P-22 I
•
i •
L