SW5130201_APPROVED PLANS_20130219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
,�����
YYYYMMDD

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SITE DEVELOPMENT PLANS FOR
RETAIL STORE #5163mOO
BAILEY, NORTH CAROLINA
12057 OAK AVENUE
TOWN OF BAILEY, NASH COUNTY, NORTH CAROLINA
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
UTILITY/ GOVERNING
AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY -
OTHERS RESPONSIBILITY-
SzAa
NOT AVAILABLE
TELEPHONE
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE
TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
7337US 26
UEY,
INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR
TELEPHONE CABLES FROM THE POINT OF CONNECTION
B
BAILAIL NC 27808
CURB PLACEMENT
UP TO THE BUILDING
TEL [phone]
-PROVIDE AND INSTALL (2)-4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPES,
ANY RELOCATION OF EXISTING WILL BE DONE BY THE
INCLUDING ALL TRENCHING AND BACKFILLING, FROM THE RISER POLE UP TO THE
TELEPHONE COMPANY
BUILDING
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY REQUIREMENTS
ELECTRIC
PROGRESS ENERGY CAROLINAS
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO ENSURE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL
CUSTOMER SERVICE
INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR
MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD
TEL 1-BOD-452-2777
CURB PLACEMENT
-PROVIDE AND INSTALL (2)-4" SCHEDULE 40 PVC GRAY CONDUITS WITH PULL
SERVICE FROM POINT OF CONNECTION AT THE EXISTING
LINE UP TO THE TRANSFORMER
ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE
ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP
CABLE FOR ALL UNDERGROUND LINES UP TO THE
TO THE TRANSFORMER. SCHEDULE 40 PVC CONDUITS SHALL BE USED ON
TRANSFORMER
THE RISER POLE, LONG RADIUS, ELBOWS SHALL BE USED
ANY RELOCATION OF EXISTING LINES OR POLES WILL BE
WIE E THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER
PERFORMED BY THE ELECTRIC COMPANY
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANYS SPECIFICATIONS
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS
SANITARY SEWER
TOWN OF BAILEY
6217 MAIN STREET
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS
BAILEY, NC 28707
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE DIP OR PVC
TEL [phone]
(RATED SDR 21) UNLESS OTHERWISE NOTED
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER G7
CONTACT: BECKY SMITH
RECORD AND TOWN OF BAILEY
SLATER
TOWN OF BAILEY
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED A `x.1RTENANCES
6217 MAIN STREET
PER THE PLANS AND SPECIFICATION
BAILEY, NC 28707
-ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE AS SPED>:'`L.0 HEREIN.
TEL [phone]
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR
CONTACT: BECKY SMITH
-ALL PORTIONS OF 07HER NON FIRE PROTECTION RELATED LINES MAY BE
INSTALLED BY THE PLUMBING CONTRACTOR
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF
RECORD AND TOWN OF BAILEY PER THE SPECIFICATIONS
-RELOS TO BE COORDINATED WITH TOWN OF BAILEY.
STORMWATER
TOWN OF BAILEY
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED APPURTENANCES
6217 MAIN STREET
PER THE PLANS AND SPECIFICATION
BAILEY, NC 28707
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE STORM SEWER MATERIALS.
TEL [phone]
CONTACT: BECKY SMITH
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL
APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.
UTILITY AND GOVERNING AGENCIES CONTACT LIST:
�•tl\Il11i � � s w LIin
lillil
TOWN OF BAILEY
6217 MAIN STREET
BAILEY, NC 27807
[phone]
CONTACT: BECKY SMITH
DEPARTMENT OF TRANSPORATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
3013 US 64—A
NASHVILLE, NC 28756
[phone]
CONTACT: CHAD WEBB
EROSION CONTROL
NCDENR, RALEIGH REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
919-791-4206
CONTACT: THAD VALENTINE
SITE LOCATION MAP
NOT TO W.Aff
NOTES:
THE SITEWORK FOR THE CLIENT'S PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE REQUIREMENTS
OUTLINED HEREIN.
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE
COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTIONS OF SERVICES.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE BEEN DISTORTED
DURING THE REPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT
OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND
ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND
ASSOCIATES, INC.
CLIENT:
WAL-MART REAL ESTATE BUSINESS TRUST
SAM WALTON DEVELOPMENT COMPLEX
2001 SE 10TH STREET
BENTONVILLE, AR 72716-0550
[phone]
CONTACT: ERNIE COATS
PREPARED BY:
NC LICENSE #F-0102
SURVEYOR:
JAMES MAUNEY & ASSOCIATES, P.A.
6405 WILKINSON BLVD., SUITE 11
BELMONT, NC 28012
[phone] TEL
[phone] FAX
CONTACT. JAMES CAMERON, P.L.S.
Kimlely,=Horn
and Associates, Inc.
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NC 28203
[phone] TEL
[phone] FAX
CONTACT: MATTHEW A. EDWARDS, P.E.
ROCK NOTE
6 S`I zo r 5�3
c-ol
_�
Sheet List Table
Sheet No: Sheet Title
C-01 COVER SHEET
SV-1 ALTA-AGSM LAND TITLE SURVEY
C-VL GENERAL wlnTrn - 1
e-05 DEMOLITION PLAN
N
.E 01 EROSION AND
SEDIMENTATION
GOwITRO PLAN
A! PI Ir,A_SE 1 SITE
AA
E-02 EROSION AND SEDIMENTATION CONTROL PLAN P! lASE 2 SITE MAP
.r _ EROSION
rRf'1SIf1A I CONTROL DET n II C* r]
E-05 EROSION C.1NTROL DETAILS - 3
C-06 SITE PLAN
C-07 GRADING PLAN
6-08 UTILITY PLAN
C-09 POND CROSS SECTION AND DETAILS
6- -
L-01 LAN DSE)APE PLAN
L-02 POND LANDSCAPE PLAN
6-11 SITE DETAILS - 1-"'
0-1 r] UTILITY
DETAILS
ETAL - .
§z D
i 70
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS
PROJECT. CONTRACTOR'S BID SHALL INCLUDE
CONSIDERATION FOR ADDRESSING THIS ITEM.
GROUNDWATER NOTE
THE PRESENCE OF GROUNDWATER SHOULD BE
ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS
ITEM,
LIIfill,
CA,q��y
Ij71t1 I1IA. E1i t6.13
INOT
ERMIT SET
FOR CONSTRUCTION
Know what's below.
Call before you dig.
REV.
DATE
REVISIONS
PAGES
DATE
2/18/2013
FILE NUMBER
015476215
SHEET NUMBER
C-01
TOTAL SHEETS
24
ULVMIGHT ® 2013
TUMEFY -HORN AND ASSOCIATES, INC.
0
1

W
VICINITY MAP
(NOT TO SCALE)
REF: NC GRID MAD 83
E
NOTES CORRESPONDING TO SCHEDULE B - SECTION II EXCEPTIONS
STEWART TITLE GUARANTY COMPANY/METRO TITLE COMPANY
FILE NO.: MET2012-01799
COMMITMENT DATE: SEPTEMBER 10, 2012
RACHEL BETH F. HAGWOOD
DB 1331, PG 979
PIN: 276417117888
ZONED R-1
0
FRED A. SMITH
DB 541, PG 438
PIN: 276417117769
ZONED R-1
BAILEY ASSOCIATES, INC
CARTER BLAND PROPERTY
PB 30, PG 125
DB 2410, PG 347
PIN- 276417117752
ZONED R-1
(4)
BAILEY ASSOCIATES, INC
TRACT 3, BAILEY & ASSOCIATES PROPERTY
PB 33, PG 377
08 2227, PG 591
PIN: 276417117645
#12107
1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching
subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or
mortgage thereon covered by this Commitment. (NOT ADDRESSED ON SURVEY.)
2. Taxes and assessments for the year 2013 and subsequent years, not yet due and payable. (NOT ADDRESSED ON SURVEY.)
3. Right of tenants in possession, if any, as tenants only, under unrecorded leases for a duration of less than three (3) years, (NOT
ADDRESSED ON SURVEY.)
4. Deeds of Easement to Board of Transportation recorded in Book 947, Page 77 and Book 947, Page 79, Nash County Registry. (Trot
1, Tract 4, Tract 5, and Tract fi)) (EASEMENT DESCRIPBED IN DEED 947 77 LIES WITHIN OAK AVENUE AS SHOWN. CUT/FILL EASEMENTS
DESCRIBED IN DEED 947-79 ARE SHOWN.)
5. s of t T o Tract 2 and Tract 7.
Deed Easement to Board of Transportation recorded in Book 943, Page 231, Nash County Registry. ( }
EASEMENT DESCRIPED IN DEED 943-231 LIES WITHIN OAK AVENUE AS SHOWN.
6. Boundary Line Agreement recorded in Book 1065. Page 472, Nash County Registry. (Tract 2, Tract 3 and Tract 7) (PROPERTY LINE AS
OUTLINED IN DEED 1065-472 IS SHOWN.) 7. Easements, setback lines and any other matters shown on plat recorded in Plat Book 30, Page 125 (Tract 3) Plat Book 6, Page 1
Tracts 4, 5, and 6) and Plat Book 33, Page 377 (Tracts 4, 5, and 6), Nash County Registry. (LOCATABLE MATTERS SHOWN ON PLATS
30-1 -126 - 77 N. 25 6 & 33 3 ARE SHOWN.)
E
B. Deeds of Easement to State Highway Commission recorded in Book 931, Pages 51 and 53, Nash County Registry. (Tract 3) (EASEM
DESCRIPBED IN DEED 931-53 LIES WITHIN OAK AVENUE AS SHOWN. CUT/FILL EASEMENT DESCRIBED IN DEED 931 51 IS SHOWN.)
9. Easements to Carolina Power & Light Company recorded in Book 534, Pages 74 and 230, Nash County Registry. (Tract 3) (EASEME
DESCRIBED IN DEED 534-74 & 534-230 ARE GENERAL IN NATURE AND CANNOT BE SPECIFICALLY LOCATED.)
10. General Permits to Carolina Telephone and Telegraph Company recorded in Book 560, Page 309 and Book 609, Pages 415 and 463,
Nash County Registry. (Tract 3) (EASEMENTS DESCRIBED IN DEED 560-309, 609-415 & 609-463 ARE GENERAL IN NATURE AND CANNOT BE
SPECIFICALLY LOCATED.)
11. Agreement to Virginia Electric and Power Company recorded in Book 685, Page 209, Nash County Registry. (Tract 3) (EASEMENT
DESCRIBED IN DEED 685-209 IS NOT LOCATABLE BASED ON INFORMATION CONTAINED IN THE DEED - THE REFRENCED PLAT IS NOT ATTACH
TO THE DEED.)
12. Right of Way Agreements to State Highway Commission recorded in Book 789, Page 246 and Book 815, Page 46, Nash County
Registry. (Tract 3) (RIGHTS -OF -WAY DESCRIBED IN DEED 789-246 & 815-46 DO NOT AFFECT THE PROPERTY.)
13, Deed of Non -Exclusive Easement of Ingress and Egress recorded in Book 2207, Page 617, Nash County Registry. (Tracts 4, 5, and
(EASEMENT DESCRIBED IN DEED 2207-617 IS SHOWN.)
14. Deeds of Easement in favor of Board of Transportation recorded in Book 939, Pages 333 and 335, Nash County Registry. (Tracts 4,
5, and 6) (EASEMENTS DESCRIBED IN DEED 939-333 & 939-335 DO NO AFFECT THE PROPERTY.)
15. Tract 5 is dependent upon Tract 4 for access to a public right-of-way. NOTE: This exception will be deleted upon recording of a
recombination plat of a' insured parcels. (TRACTS ARE SHOWN.)
16. Failure or possible failure of land to abut a public road or highway. This policy does not insure title to any right of way or easeme
over adjacent property to any such public road or highway. (Tract 7) NOTE: This exception will be deleted upon recording of a recombtna
ti
plat of all insured parcels. (ROADS ARE SHOWN.)
IT Encroachments, overlaps, overhangs, unrecorded easements, violated restrictive covenants, deficiency in quantity of ground, lack of
access, violated plat building lines, or any matters not of record, which would be disclosed by an accurate survey and inspection of the
land. (SURVEY MATTERS ARE SHOWN.)
ATTACHED
TEXT LEGEND:
BFP - BACK FLOW PREVENTOR
CATV - CABLE N BOX
CB - CATCH BASIN
Cl - CURB INLET
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
CO - CLEAN OUT
OB - DEED BOOK
DI - DROP INLET
DIP - DUCTILE IRON PIPE
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EMM - EXISTING METAL MONUMENT
EN - EXISTING NAIL
EU - END UNKNOWN
FC - FIRE CONNECTION
FH - FIRE HYDRANT
FV - FIRE VALVE
GM - GAS METER
GV - GAS VALVE
GW - GUY WIRE
HVAC - HEATING/COOLING UNIT
ICV - IRRIGATION CONTROL VALVE
LPST - LAMP POST
LP - LIGHT POLE
(M) - MEASURED
MBX - MAILBOX
MB -MAP BOOK
NCGS - NORTH CAROLINA GEODETIC SURVEY
NIR - NEW IRON ROD
NN - NEW NAIL
PBX -POWER BOX
PM -POWER METER
PMH -POWER MANHOLE
POB - POINT OF BEGINNING
PP -POWER POLE
PG - PAGE
PVC - PLASTIC PIPE
(R) - RECORDED
R/W - RIGHT-OF-WAY
RCP - REINFORCED CONCRETE PIPE
SDMH -STORM DRAIN MANHOLE
SSMH - SANITARY SEWER MANHOLE
SOFT. - SQUARE FEET
TBX - TELEPHONE BOX
TMH -TELEPHONE MANHOLE
WBX -WATER BOX
WM - WATER METER
WV - WATER VALVE
LINE LEGEND:
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
— —
— — —
— —
RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED) - �-
— —
-+ — — —
— — — -
EASEMENT
- -
- -
- -
SETBACK -------------
CABLE TV LINE
T
T
T
FIBER OPTIC LINE
Fp
FO
FO
GAS LINE
G
G
G
POWER LINE
E
E
E
POWER LINE (UNDERGROUND)
UE
UE
UE
SANITARY SEWER PIPE
SS
55
S5
STORM DRAIN PIPE
—SD —SD
—SD
TELEPHONE UNE
T
T
T
TELEPHONE LINE (UNDERGROUND)
UT
UT
UT
TREES/WOODUNE
. .
. . . .
. . . . . .
WATER LINE
w
w
W
FENCE
x
x
x
I i f l :t'JJylryry
THISISTOCERTIFY THATTHE SUBJECTPROPERTY IS NOT
LOCATED IN A SPECIAL FLOOD HAZARD AREA ACCORDING TO
THE CURRENT FLOOD INSURANCE RATE MAP.
COMMUNITY/PANEL: 372027 6400 J (PANEL NOT PRINTED - N0 FLOOD HAZARD AREA)
EFFEC77VEDATE: NOT AVAILABLE
FLOOD ZONE: "X"
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GRAHAM W. FARMER JR.
DB 1805, PG 292
PIN; 276400222250
ZONED RA
N89' 10'55 EE 426.12 (R)
N89006'24"E 426.59 (M)
BAILEY ASSOCIATES INC
LE
TRACT 1, BAILEY & ASSOCIATES PROPERTY
PB 33, PG 377
DB 2227, PG 591
PIN: 276417210825
ZONED R-1
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EVELYN H. FARMER
DB 812, PG 374
PIN: 276417213844
ZONED R-1
254,5
Wal-Mart Real Estate Business Trust
2.850 Acres
Oak Avenue
Bailey, Nash County, NC
That certain tract or parcel of land situated, lying and being in the Town of Bailey, Nash County, North Carolina, and being more particularty described as follows:
Total Parcel:
BEGINNING at an existing iron rod on the easterly margin of the right-of-way of Oak Avenue (North Carolina Highway 581 South - 60-foot public right-of-way), said
iron being the northwesterly corner of the E. J. Pitts property as described in Deed Book 1190, Page 118 of the Nash County Public Registry, said iron being
furthermore located North 16'29'48' West, a distance of 2,615.79 feet (ground distance) from North Carolina Geodetic Survey Control Monument "Tracks" (SPC 83
Coordinates N: 739,217.77 feet, E: 2,262,456.03 feet), and runs thence from said BEGINNING point with the easterly margin of the right-of-way of Oak Avenue the
following three (3) courses and distances: 1.) North 14'13'21' East, a distance of 47.08 feet to an existing iron Pipe; 2.) North 1412'12' East, a distance of 80.77
feet to an existing iron pipe; 3.) North 1417'16" East, a distance of 75.00 feet to an existing iron rod at the southwesterly corner of the R. B. F. Hagwood property
as described in Deed Book 1331, Page 979 of said Registry; thence with Hagwood's line the following two (2) courses and distances: 1.) South 7422'20• East, a
distance of 194.62 feet to an existing iron pipe at Hogwood's southeasterly comer, 2,) North 13'46'35' East, a distance of 102.88 feet to an existing iron rod at
Hagwood's northeasterly comer, a common comer with Tract 1 as shown on the plat of the Bailey & Associates property recorded in Plot Book 33, Page 377 of said
Registry; thence with a new line through Tract f the following two (2) courses and distances: 1.) North 8715'40• East, a distance of 23.81 feet to a new iron rod; 2.)
South 75'47'19' East, a distance of 264.51 feet to new iron rod on the westerly line of the E. H. Former property as described in Deed Book 812, Page 374 of said
Registry; thence with Farmers westerly line the following two (2) courses and distances: 1.) South 05'37'43' West, a distance of 120,04 feet to an existing iron rod; 2.)
South 05'35'38' West, a distance of 134.39 feet to an existing iron rod at a northeasterly comer of the J. S. Pitts property as described in Deed Book 1842, Page
643 of said Registry; thence with Pitts' line North 84'31'39" West, a distance of 315.58 feet to an existing iron pipe at a comer of the Pitts property; thence with a
new line through the Pitts property as referenced above South 6748'10" West, a distance of 15.31 feet to an existing iron pipe at the northeasterly comer of the E. J.
. Pitts property as described in Deed Book 1190, Page 118 of said Registry; thence with E. J. Pitts' northerly line North 75'15'56" West, a distance of 195.82 feet to the
point and place of BEGINNING; containing 124,164 square feet or 2.850 acres, more or less, as shown on a survey by James Mauney & Associates, P.A. dated April 26,
2012, last revised December 7, 2012, bearing File Number F-842.
AcquiredArea to be T
To arrive at the true point or place of BEGINNING, commence at an existing iron rod on the easterly margin of the right-of-way of Oak Avenue (North Carolina Highway
581 South - 60-foot public right-of-way), said iron being the northwesterly comer of the E. J. Pitts property as described in Deed Book 1190, Page 118 of the Nash
County Public Registry, said iron being furthermore located North 16'29'48' West, a distance of 2,615.79 feet (ground distance) from North Carolina Geodetic Survey
Control Monument "Tracks" (SPC 83 Coordinates N: 739,217.77 feet, E: 2,262,456.03 feet), and run the following two (2) courses and distances: 1.) South 75'15'56'
East, a distance of 195.82 feet along E. J. Pitts' northerly line to an existing iron pipe at E. J. Pitts' northeasterly comer; 2.) North 62'48'10' East, a distance of
15.31 feet to an existing iron pipe at a comer of the J. S. Pitts property as described in Deed Book 1842, Page 643 of said Registry, said iron being the true point
and place of BEGINNING, and runs thence from said BEGINNING point with the line of the J. S. Pitts parcel the following two (2) courses and distances: 1.) North
1402'10" East, a distance of 141.27 feet to an existing iron rod; 2.) North 85'17'08" West, a distance of 12.18 feet to a new iron rod on the easterly line of the F.
A Smith property as described in Deed Book 541, Page 438 of said Registry; thence with Smith's easterly line North 13'58'57' East, a distance of 50.4-4 feet to an
existing iron pipe of the southeasterly comer of the R. B. F. Hagwood property as described in Deed Book 1331, Page 979 of said Registry; thence with Hagwood's
easterly line North l S46'35' East, a distance of 102.88 feet to an existing iron rod of Hagwood's northeasterly comer, a common comer with Tract 1 as shown on the
plat of the Bailey & Associates property recorded in Plat Book 33, Page 377 of said Registry; thence with a new line through Tract 1 the following two (2) courses and
distances: 1.) North 87'15'40' East, a distance of 23.81 feet to a new iron rod; 2.) South 75'47'19' East, a distance of 264.51 feet to new iron rod on the westerly
the E. H Former roe s described in Deed Book 812 Page 374 of said Registry; thence with Farmer's westerly line the following two 2 courses line of E Fa prop" rty a g y g O and
distances: 1.) South 05'37'43" West, a distance of 120.04 feet to an existing iron rod; 2.) South 05'35'38' West, a distance of 134.39 feet to an existing iron rod at
a northeasterly comer of the J. S. Pitts property as described in Deed Book 1842, Page 643 of said Registry; thence with Pitts' line North 84'31'39" West, a distance
of 315.58 feet the point and place of BEGINNING; containing 83,160 square feet or 1,909 acres, more or less, as shown on a survey by James Mauney & Associates,
P.A. dated April 26, 2012, last revised December 7, 2012, bearing File Number F-842.
Area to be Acquired From Bailty•
BEGINNING at an existing iron rod on the easterly margin of the right-of-way of Oak Avenue (North Carolina Highway 581 South - 60-foot public right-of-way), said
iron being the northwesterly comer of the E. J. Pitts property as described in Deed Book 1190, Page 118 of the Nash County Public Registry, said iron being
furthermore located North 16'29'48' West, a distance of 2,615.79 feet (ground distance) from North Carolina Geodetic Survey Control Monument 'Tracks" (SPC 83
Coordinates N: 739,217.77 feet, E: 2,262,456.03 feet), and runs thence from said BEGINNING point with the easterly margin of the right-of-way of Oak Avenue the
following two (2) courses and distances: 1.) North 14'13'21' East, a distance of 47.08 feet to an existing iron pipe; 2.) North 14'12'12" East, a distance of 80.77 feet
to on existing iron pipe at the southwesterly comer of the F. A Smith property as described in Deed Book 541, Page 438 of said Registry; thence with Smith's
southerly line South 74'04'07' East, a distance of 195.17 feet to an existing iron rod in the westerly line of the J. S. Pitts property as described in Deed Book 1842,
Page 643 of said Registry; thence with Pitts' westerly line the following two (2) courses and distances: 1.) South 1,752'12' West, a distance of 73.96 feet to an
West, stance of 4 2 feet to existing 'r ripe existing
iron i 2. South 13'52'35 W a di 9.8 an Ion at the northeasterly comer of the E. J. Pitts roe as des in
, cubed
ripe-, ) 9 P P Y property riY
Deed Book 1190, Page 118 of said Registry; thence with E. J. Pitts' northerly line North 75'15'56' West, a distance of 195.82 feet to the point and place of
BEGINNING; containing 24,589 square feet or 0.564 acre, more or less, as shown on a survey by James Mauney & Associates, PA dated April 26, 2012, last revised
December 7, 2012, bearing File Number F-842.
BOUNDARY TIE,
R (6) S84'30' 16 „rr Z i
0 — 25. • - —
24 OAIC — — — -
.� 25%
k � rEDDIE J. & JUDY S. -PITTS - -
D - 1.574 PG 91 1
- , PIN: 276417213325
ZONED R-1
24' GU 251.3
,�_ �—
To arrive at the true point or place of BEGINNING, commence of an existing iron rod on the easterly margin of the right-of-way of Oak Avenue (North Carolina Highway 581 South - 60-foot public right-of-way), said iron being the northwesterly corner of the E. J. Pitts property as described in Deed Book 1190, Page 118
of the Nash County Public Registry, said iron being furthermore located North 16'29.48" West, a distance of 2,615.79 feet (ground distance) from North Carolina Geodetic Survey Control Monument "Tracks" (SPC 83 Coordinates N: 739,217.77 feet, E: 2,262,456.03 feet), and run South 7515'56' East, a distance of 195.82 feet
along E. J. Pitts' northerly line to an existing iron pipe at E. J. Pitts' northeasterly comer, said iron also being the southeasterly comer of Tract 3 as shown on the plat of the Bailey & Associates property recorded in Plat Book 33, Page 377 of said Registry, said iron furthermore being the true point and place of
BEGINNING, and runs thence from said BEGINNING point with the easterly line of Tract 3 North I Y52'35' East, a distance of 49.82 feet to an existing iron pipe at the southeasterly comer of the parcel shown on the plat of the Carter Bland property as recorded in Plat Book 30, Page 125 of said Registry; thence with the
easterly line of the parcel recorded in Plat Book 30, Page 125 North 13'52'12' East, a distance of 73.96 feet to an existing iron rod at the southeast" comer of the F. A. Smith properly as described in Deed Book 541, Page 438 of said Registry; thence with Smith's easterly line North 13'42'27" East, o distance of
25.60 feet to a new iron rod at a comer of Tract 1 as shown on the plat of the Boiley & Associates property recorded in Plat Book 33, Page 377 of said Registry; thence with the line of Tract 1 South 8517.08" East, a distance of 12.18 feet to on existing iron rod at the northwesterly corner of Tract 2 as shown on the
aforesaid plat of the Bailey & Associates property recorded in Plat Book 33, Page 377 of said Registry thence with the westerly line of Tract 2 South 14'02'10" West, a distance of 141.27 feet to an existing iron pipe at the southwesterly comer of Tract 2; thence with a new Tine South 62'48'10' West, a distance of 15.31
feet to the point and place of BEGINNING; containing 1,706 square feet or 0.039 acre, more or less, as shown on a survey by James Mooney & Associates, P.A. dated April 26, 2012, last revised December 7, 2012, bearing File Number F-842.
Acquired From Fred A. Smith:
- - ofright-of-way),s i iron bein the northwest comer E.
To arrive at the true point or place of BEGINNING, commence at an existing iron rod on the easterly margin of the right-of-way of Oak Avenue (North Carolina Highway 581 South •- fi0 fo public said g northwesterly of the J. Pitts property as described in Deed Book 1190, Page 118
of the Nash County Public Registry, said iron being furthermore located North l F29.48' West, a distance of 2,615.79 feet (ground distance) from North Carolina Geodetic Survey Control Monument "Tracks" (SPC 83 Coordinates N: 739,217.77 feet, E: 2,262,456.03 feet), and nun with easterly margin of the right-of-way of Oak
Avenue the following two (2) courses and distances: 1.) North 14'13'21" East, a distance of 47.08 feet to an existing iron pipe; 2.) North 14'12'12" East, a distance of 80.77 feet to an existing iron pipe at the northwesterly comer of the parcel shown on the plat of the Carter Bland property as recorded in Plat Book 30,
Page 125 of said Registry, said iron being the true point and place of BEGINNING, and runs thence from said BEGINNING point with the easterly margin of the right-of-way of Oak Avenue North 14'17'16" East, a distance of 75.00 feet to an existing iron rod at the southwesterly corner of the R. B. F. Hagwood property as
described in Deed Book 1331, Page 979 of said Registry; thence with Hagwood's southerly line South 74'22'20" East, a distance of 194.62 feet to an existing iron pipe in the westerly line of Tract 1 as shown on the plat of the Bailey & Associates property recorded in Plat Book 33, Page 377 of said Registry, thence with
the westerly line of Tract 1 South 13'58'57" West, a distance of 50.44 feel to a new iron rod at the northwesterly comer of Tract 2 as shown on the aforesaid plat of the Bailey & Associates property; thence with the westerly line of Tract 2 South 13'42'27' West, a distance of 25.60 feet to an existing iron rod of the
northeasterly comer of the parcel shown on the plat of the Carter Bland property as recorded in Plat Book 30, Page 125 of said Registry; thence with the southerly line of the parcel recorded in Plat Book 30, Page 125 North 74'04'07" West, a distance of 195.17 feet to the point and place of BEGINNING; containing 14,709
square feet or 0.0338 acre, more or less, as shown on a survey by James Mauney & Associates, P.A. dated April 26, 2012. last revised December 7, 2012, bearing File Number F-842.
80 40 0 40 BO
SCALE IN FEET
1 "=40'
WAL-MART REAL ESTATE BUSINESS TRUST
WAL-MART EXPRESS, BAILEY SITE
12117, 12107, 12097, 12077, 12071, 12073,
12067, 12047, 12057 OAK AVENUE
TOWN OF BAILEY, NASH COUNTY, NC
TAX PARCELS: 276417210825, 276417117645,
276417117752, 276417117769, 276417117888,
276417119658
REFERENCE DEEDS: DB 2410, PC 347; DB 541,
PG 438; DB 1331, PC 979, DB 2227, PC 591
WAL—MART SITE AREA: 124,164 SQ. FT. OR 2.850 ACRES
TO: WAL-MART REAL ESTATE BUSINESS TRUST, STEWART TITLE GUARANTY COMPANY, AND THEIR SUCCESSORS AND ASSIGNS:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA
AND NSPS, AND INCLUDES ITEMS 1-6, S, 11, 13, and 16-19 OF TABLE "A" THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 25.2012,
DATE OF PLAT OR MAP: APRIL 2�12.
THIS IS TO CERTIFY THAT ON THE 26 DAY OF APRIL. 2012 AN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY
SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES AND IMPROVEMENTS IF ANY, ARE AS SHOWN HEREON. THIS PLAT MEETS THE
MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE RATIO OF
PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 15,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS
TIMES THE SQUARE ROOT OF THE NUMB OFI=L
SIGNED:
S P. CAMERON - PLS NO: L^1665
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
2. AT THE TIME OF THE SURVEY THERE WAS NO EVIDENCE FOUND OF ANY CEMETERIES OR BURIAL GROUNDS.
3. AT THE: TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF EARTH MOVING WORK AND OR CONSTRUCTION.
4. AT THE TIME OF THIS SURVEY, THE UNDERSIGNED SURVEYOR WAS NOT AWARE OF ANY CHANGES IN STREET
RIGHT-OF-WAY LINES, EXCEPT AS SHOWN (COMPLETED OR PROPOSED).
5. AT THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR
SANITARY LANDFILL.
6. BEARINGS SHOWN ON THIS SURVEY ARE REFERENCED TO NORTH CAROLINA GRID (NAD 83).
7. ELEVATIONS SHOWN ON THIS MAP ARE BASED ON NORTH CAROLINA GEODETIC CONTROL MONUMENT
TRACKS" (ELEVATION 236.36', NAVD 88).
8. THIS SURVEY IS INTENDED ONLY FOR THE NAMED PARTY OR PARTIES AS SHOWN HEREON, NO WARRANTIES
ARE HEREBY IMPLIED OR GRANTED TO ANY OTHER PARTY FOR ANY PURPOSE.
9. UTILITY LOCATING SERVICE: NC ONE CALL 1-800-632-4949
10. THE SURVEYED PROPERTY IS ZONED: R-1
ZONING COMPLIANCE AND/OR RESTRICTIONS BASED ON CURRENT OR PLANNED USE MUST BE
VERIFIED BY ZONING OFFICIALS.
11. PHYSICAL IMPROVEMENTS AND MATTERS OF RECORD THAT ARE NOT SHOWN ON THIS SURVEY MAY EXIST
BEYOND THE LIMITS OF THE WAL-MART PARCEL.
DECEMBER 7, 2012 - TO SHOW PROPOSED
WAL-MART PARCEL
JANUARY 4, 2013 - TO SHOW ADDITIONAL
TOPOGRAPHY
JANUARY 29, 2013 - TO SHOW ADDITIONAL DEED
REFERENCE AND TAX PARCEL NUMBER ON
ADJOINING PITTS PROPERTIES.
_ SHEE_T 1 OF 2 _
JAMES MAUNEY A ASSOCIATES, P.A.
PROFESSIONAL LAND SURVEYORS
6405 WILKINSON BLVO., SUITE 11, RELMONT, NC 28012
TEL: [phone] - FAX: [phone]
LICENSE NO. C-2373
DRAWN I REVISED I SGUE DATE JOB FILE
JH 1"=40' 04/2J6/2012 548E F-842
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FLEXTERRA® FGM HYDRAULICALLY
APPLIED EROSION CONTROL PRODUCT (HECP)
INSTALLATION NOTES:
USE APPROVED MECHANICALLY AGITATED -- --
HYDRO-SPRAYING MACHINES WITH FAN -TYPE
NOZZLE (50-DEGREE TIP)
FOR MAXIMUM PERFORMANCE, APPLY FGM IN A 2 STEP PROCESS:
1. APPLY SEED, FERTILIZER AND OTHER SOIL AMENDMENTS WITH A
SMALL AMOUNT OF FLEXTERRAOFOMM FOR VISUAL METERING
2. MIX AND APPLY 50 LB OF FGM PER 125 GALLONS OF WATER
OVER FRESHLY SEEDED SURFACES AND DO NOT LEAVE SEEDED
SURFACES UNPROTECTED; CONFIRM LOADING RATES WITH EQUIPMENT
MANUFACTURER
3. 100% COVERAGE SHALL BE ACHIEVED, APPLY FGM FROM AT LEAST
TWO OPPOSING DIRECTIONS
GENERAL GUIDELINES FOR APPLICATION RATES
FOR SLOPE INSTALLATIONS
< 3HAV 3500 LWACRE
> 3HAV AND < 2H;1 V
3500 LBIACRE
> 2111:1V AND < 1HAV
4000 LBIACRE
a 1HAV
4500 LBIACRE
AS INFILL FOR TRIM
35M LBIACRE
NI A Pfd" Y11M -
Flexberra®
SFU
cpmrlli)
NON WALMART
CONTACT NUMBER: 800-508-6661
1
STANDARD DETAIL
KHA STANDARD DETAIL
(j'�"�"�
FLEXTERRAIM
WEB SITE + +,oaiep,oeucts-c
v_,pr_r„_.s�.Ta�..r��T�ser;s�_r�„e._,.9_-__
��s�« !J
FGM PROFILE VIEW
DRAWN BY' MDR DATE:
4/4/O7
SCALE'. NOT TO SCALE
iNECA
- SLOPE DETAIL
CHECKED 8Y: MST DATE:
4/5/07
SHEET I aE 1
i
THE FLEXIBLE GROWTH MEDIUM (FGM) SHALL BE HYDRAULICALLY APPLIED, FLEXIBLE EROSION
CONTROL BLANKET COMPOSED OF LONG STRAND, THERMALLY PROCESSED WOOD FIBERS,
CRIMPED, INTERLOCKING FIBERS AND PERFORMANCE ENHANCING ADDITIVES. THE FGM
REQUIRES NO CURING PERIOD UPON APPLICATION FORMS AN INTIMATE BOND WITH THE SOIL
SURFACE TO CREATE A CONTINUOUS, POROUS, ABSORBENT AND EROSION RESISTANT BLANKET
THAT ALLOWS FOR RAPID GERMINATION AND ACCELERATED PLANT GROWTH.
FLEXIBLE GROWTH MEDIUM SHALL BE FLEXTERRAC FGM (OR OWNER APPROVED EQUAL) AND
CONFORM TO THE FOLLOWING PROPERTY VALUES WHEN UNIFORMLY APPLIED AT A RATE OF
3500 POUNDS PER ACRE (3900 KILOGRAMS/HECTARE) UNDER LABORATORY CONDITIONS.
PROPERTY
TEST METHODI
ENGLISH
SI
PHYSICAL
MASS PER UNIT AREA
ASTM D-6566
11.5 OZ 2
390 G 2
THICKNESS
ASTM D-6525
0.19 IN
4.8 MM
% GROUND COVER
ASTM D-6567
99%
99%
WATER HOLDING CAPACITY
FLEXURAL RIGIDITY WE
PROFILE PRODUCTS2
ASTM D-6575
1500%
1 0.136 OZ-IN
I -NM
10,D00 MG -
CURE TIME
OBSERVED
< 2 HR
< 2 HR
COLOR FUGITIVE DYE
OBSERVED
GREEN
GREEN
ENDURANCE
FUNCTIONAL LONGEVITY
OBSERVED
UP TO 1 YR
UP TO 1 YR
PERFORMANCE
COVER FACTORS 6 IN R LVI..
ECTC TEST METHOD
0.0066
0.0066
% EFFECTIVENESS4
ECTC TEST METHOD #2
99.34%
99,34%
_ SHEAR STRESS
ECTC TEST METHOD S
11 PIIIII
48 PA
VEGETATION ESTABU METVT
ECTC TEST METHOD #4
1 am%
800%
1. ASEM AND ECTC (EIIOSON CONTROL TECHNOLOGY CO JNQQ TEST IIETIIODS BLl IMM FOR ROLLED EROSION CONTROL PRODWM
Z WATER HOItfING CAPACITY TEST DEVELOPED BY PRaU PROOUCIS
3 C01FR FACTOR IS CAL UIM AS SOL LOSS RAnON OF TREATED SWAM YELL M AN UNHEATED OONTROL SWAM
4 X DTECRVETM - ONE ANUS COVER FACM WULTPM BY 10M
INSTALLATION:
STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.
USE APPROVED HYDRO -SPRAYING MACHINES WITH FAN -TYPE NOZZLE (50-DEGREE TIP). TO
ACHIEVE OPTIMUM SOIL SURFACE APPLY FGM FROM OPPOSING DIRECTIONS TO SOIL SURFACE.
EROSION CONTROL AND REVEGETATION:
1. APPLY SEED, FERTILIZER AND OTHER SOIL AMENDMENTS WITH SMALL AMOUNT OF FLEXTERRA
FOR VISUAL METERING.
2. MIX 50LB OF FGM PER 125 GALLONS (23 KG/ 475 LITERS) OF WATER; CONFIRM LOADING
RATES WITH EQUIPMENT MANUFACTURER.
SLOPE
GRADIENT
CONDITION
ENGLISH
SI
LESS THAN OR EQUAL TO 3H TO 1V
3000 UB AC
3400 KG A
GREATER THAN 3H TO 1V AND
LESS THAN OR EQUAL TO 2H TO 1V
1 3500 LB AC
3900 KG/HA
GREATER THAN 2H TO 1V AND
LESS THAN OR EQUAL TO 1H TO 1V
40DOLB/AC
4500 KG A
GREATER THAN 1H TO 1V
I 45M LB AC
5100 KG HA
BELOW ECB OR TRM
? 1500 LB AC
1700 KG HA
AS INFILL FOR TRIM
! 35DO LB AC
3900 KG/HA
PACKAGING:
BAGS: NET WEIGHT - 50 LB, UV RESISTANT PLASTIC FILM.
PALLETS: WEATHER-PROOF, STRETCH -WRAPPED WITH UV RESISTANT PALLET COVER, 40
BAGS/PALLET, 1 TON/PALLET.
FLEXIBLE GROWTH MEDIUM(FGM)
N.T.S.
NON WALMART STANDARD DETAIL
KHA STANDARD DETAIL
STAKE (2X4, (2)
PER BALE)
STRAW BALE
10 MIL PLASTIC
18"
LINING
6r'
10 MIL PLASTIC LINING
WASHED
SECTION A -A
STONE
LIMITS OF 10 MIL
PLASTICLINING
I� �15' MIN.
I _
1�1E�
1)
INSTALL, DEWATER, AND MAINTAIN PER
MANUFACTURER'S SPECIFICATIONS.
"C" ENCLOSURE
2)
DETAIL PER PENNSYLVANIA EROSION AND
SEDIMENTATION CONTROL MANUAL, MARCH
2000 ISSUE.
WATER ENTRY UNIT
3)
CEC TO SPECIFY SEDIMENT SKIMMER.
4)
SEE SEDIMENT BASIN DETAIL FOR SPECIFIC
MAINTENANCE
NOTES.
ARM ASSEMBLY
PVC END CAP
PVC ELBOWJ TOP VI EW
PVC VENT PIPE
SCHEDULE 40 PVC PIPE
WATER SURFACE
PVC END CAP
SCHEDULE 40 PVC PIPE
PVC PIPE ORIFICE
1/2" HOLES IN
UNDERSIDE
PCV TEE FLEXIBLE HOSE PCV TEE
POINT FORCD SCHARGE�
KEY IN 6" WASHED
REMOVABLE STONE 8" STRAW
)k
LINING BALE
_:�3. 314" WASHED
STONE
10 MIL PLASTIC LINING
ALTERNATE SECTION
USEV*EWMORETWW CMACCESSIBLESIW-tST4®EC
MIN.
�---6" WASHED
STONE
IMITS OF 10 MIL
PLASTIC LINING
17A
Al mMrnETE
J Tlalxs BXAu
LIMITS OF 10 MIL STRAW BALE
PLASTIC LINING (TYP.)
PLAN
WA34arr �
WASHOUT SIGN
NOTES:
1. PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE
WASH AND STORMWATER.
2. WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER.
3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12."
4. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED.
5. SAW CUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT & GRINDING TO BE DISPOSED OF IN THE PIT.
6. CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE WAYS, INLETS, & SURFACE WATERS.
7. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 95% FULL
CAPACITY.
CONCRETE WASHOUT PIT
N.T.S.
NON-WAL-MART STANDARD DETAIL, BY KHA
IIIIIIIIII BOTTOM SURFACE
END VIEW FRONT VIEW
SKIMMER (SEDIMENT BASIN)
N.T.S.
WALMART STANDARD DETAIL DOWNLOAD DATE: 1111/07
SKIMMER SEDIMENT BASIN TABLE
HUB END ON OUTLET END OVER EXCAVATED RIPRAP PLUNGE
SECTIONS. SPIGOT END ON POOL AREA.
INLET END SECTIONS.
SEE DESIGN TABLE FOR DIMENSIONS
@90
��a
LAYER OF NON -WOVEN FILTER
FABRIC UNDER ENTIRE SECTION OF
_ as 9, RIP -RAP
12" W
DIcN _
MIN. OF FLO
REcnW
OF FLOW SEE DESGN TABLE
FOR DYETLgONS
NON -WOVEN FILTE
FABRIC TO EXTEND A 2:1
MINIMUM OF 12" MAX
BEYOND THE FLARED LINE WITH $ 2:1 MAX
END SECTION PLAN NON -WOVEN 1' DEEP OVER
FLARED ENO SECTION OR FILTER FABRIC PROFILE EXCAVATED
_OPE DRAIN OR CULVERT FLARED END SECTION OR PLUNGE POOL
SLOPE DRAIN OR CULVERT
GENERAL NOTES: RR
1. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT
AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE
PIPE DIAMETER OR CULVERT HEIGHT.
2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR
RIP -RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING
CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5.1.
4. ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
5. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
7. THE CEC MUST BE ONSITE AND WITNESS THE INSTALLATION OF THIS BMP AT EVERY LOCATION SPECIFIED ON THE PLANS. THE CEC SHALL BE NOTIFIED A
MINIMUM OF 72 HOURS PRIOR TO INSTALLATION. FAILURE TO NOTIFY THE CEC WILL RESULT IN THE REMOVAL AND REPLACEMENT OF THE BMP AT NO
ADDITIONAL COST TO THE OWNER. NON WALMART STANDARD DETAIL
8. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. MODIFIED NORTH CAROLINA STANDARD DETAIL BY KHA
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED.
RIP -RAP APRON
Pipe
Quantity
Pipe
Upstream
Downstream
Drainage
Peak Flow
10-yr
Apron
Apron
Stone
Apron
Phases of
CulArert No. Diameter
of
Slope
Invert Elev
Invert EIev.
Area
Manning's
Q10
Velocity
Zone
Length
Width
Class
Thickness
Construction
(in) .............Pi.peS.....
_...........(0/6)
(ft)
(ft)
(ac)
.1 1.
(Cfs).....
... (fps}........
(-)�„
(ft)
(ft)
(--)
(in) ...
__. _ .Required
C1 15
1
0.50%
i 252.00
251.57
2.21
0.013
10.3
5.4
1 5
4
A
12
ALL
C2 24
1
2.00%
249.40
248.86
2.21
0.013
10.3
3.3
1 8
6
A
12
ALL
ATTACH TEMPORARY SKIMMER TO
PERMANENT CONTROL STRUCTURE
DURING CONSTRUCTION WITH A
WATER TIGHT CONNECTION; ALL
OTHER ORIFII ON CONTROL
STRUCTURE TO BE BLOCKED
BOTTOM OF BASIN
'SWPPP INFORMATION'
MUST BE DISPLAYED
PROMINENTLY ACROSS THE
TOP OF THE SIGN, AS
SHOWN IN THE DETAIL
SIGN TO BE CONSTRUCTED OF A
RIGID MATERIAL, SUCH AS PLYWOOD
OR OUTDOOR SIGN BOARD. SIGN
MUST BE CONSTRUCTED IN A
MANNER TO PROTECT DOCUMENTS
FROM DAMAGE DUE TO WEATHER
(WIND, SUN, MOISTURE, ETC.).
NOTES:
1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR
THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS
ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC,
BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY
HAZARD.
2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A
CLEARLY READABLE CONDITION AT ALL TIMES
THROUGHOUT CONSTRUCTION AND UNTIL THE
NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE
PERMIT.
3) CONTRACTOR SHALL POST OTHER STORM WATER AND/OR
EROSION AND SEDIMENT CONTROL RELATED PERMITS ON
THE SIGN AS REQUIRED BY THE GOVERNING AGENCY.
4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC
RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY
THE GOVERNING AGENCY.
5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY
OF THE SWPPP INFORMATION SIGN. 3'
MIN.
SAS
i�
3'
MIN.
SWPPP INFORMATION SIGN
N.T.S.
WAL-MART STANDARD DETAIL
PERMANENT CONTROL
STRUCTURE - SEE POND
CROSS-SECTION SHEET FOR
ADDITIONAL •.NFORMATION
4' (MINIMUM)
} SWPPP INFORMATION
COPY OF
COPY OF WAL-MART
WAL-MART ERE CONSTRUCTION
SITE NOTICE
COPY OF
WAL-MART
PERMIT
AUTHORIZATION
DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP
DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.
SKIMMER TO BE ATTACHED TO PERMANENT
CONTROL STRUCTURE AND OUTLET PIPE UNTIL
FINAL STABILIZATION IS ACHIEVED.
PERMANENT OUTLET PIPE; SEE
TABLE FOR ADDITIONAL
INFORMATION
GENERAL NOTES FOR SEDIMENT BASIN DETAIL:
1.
INSPECT TEMPORARY SEDIMENT BASINS AND SKIMMERS AT LEAST ONCE WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST
BAFFLE DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST BAFFLE' CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN
THE SKIMMER. PLAICE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
2.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS TO RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER TO ONE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO, CHECK THE
ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
4.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
NOTE: REFER TO GENERAL NOTES SHEET C-02 FOR POND
WITH WATER. REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
EMBANKMENT NOTES.
5.
CHECK THE RIP -RAP OR FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE SPILLWAY AS NOTED ABOVE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL THE
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREA
6.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
7.
CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
8.
ALL. CUT SLOPES SHALL BE 2.0:1 OR FLATTER AND ALL FILL SLOPES SHALL BE 3.0:1 OR FLATTER UNLESS OTHERWISE NOTED.
9.
SAFETY FENCING S HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
10.
SEE DESIGN TABLES BELOW FOR INFORMATION REGARDING THE SIZE AND ELEVATION ASSOCIATED WITH THE TEMPORARY RISER AND BARREL
11.
SPECAL OBSERVATIONS SHALL BE PERFORMED BY THE OWNER'S CTL AND CEC A5 THE EMBANKMENT AND POND ARE CONSTRUCTED. CONTRACTOR SHALL CONTACT
CEC 48 HOURS IN ADVANCE OF INSTALLING THE OUTLET PIPE THROUGH THE BERM SO A CEC OBSERVATION CAN BE SCHEDULED.
WET DETENTION PONDS USED AS SKIMMER SEDIMENT BASINS
(SCHEMATIC)
N.T.S.
NON-WAL-MART STANDARD DETAIL BY KHA
$wS13o2.Ar
I�1
DOWNLOAD DATE: 11/1/07
SEDIMENT
DRAINAGE DISTURBED RATIONAL
TIME OF RAINFALL FLOW
VOLUME VOLUME
URFACE A
SURFACE AREA
SIDE
BOTTOM
SPILLWAY
SPILLWAY
SKIMMER FAIRCLOTH
SIZE OF
SPILLWAY BARRELL
BARRELL
BARRELL
BASINITRAP
PHASE
AREA AREA COEFFICIENT
CONCENTRATION INTENSITY 010
REQUIRED PROVIDED
..... _........ _ ...._ _..... _.._....
REQUIRED
.........
PROVIDED . .
LENGTH' WIDTH'
SLOPES
ELEVATIONWIDTH
ELEVATION
ELEVATION SKIMMER SIZE
SKIMMER ORIFICE
SIDE SLOPES SIZE
INVERT U/S
INVERT D/S
(WATERSHED)
......_
(ACRES) (ACRES) (C VALUE)
...... ...._._.
(MIN) (INIHR) (CFS)
(CF) (CF)
F
(S)
F..
(S)
F._ FT.....
(T) (FT)
(III
(FT)
(FT)
(FT)
-
(FT) (IN)
(IN DIAMETER)
(H:V) (IN)
(FT)
(FT)
BASIN 1
1
2.20 ......... ..... 2.20 0.60
5.00 7.26 9.6
3960 11811 _. ..._.._3140 ..._.... I ._...__ ....5286 .............
225 75
3 1
248 50 25 255.00
It
252.00 2
0.80 3:1 18
-..
252.00 251.55
€
'LENGTH AND WIDTH ARE APPROXIMATE BASED ON PLAN VIEW. REFER TO THE EROSION AND SEDIMENTATION CONTROL PLANS FOR EXACT BASIN SHAPE AND SIZE.
DETAILS SHOWN ON THESE SHEETS ARE
A COMBINATION OF WAL-MART
STANDARD DETAILS AND DETAILS
PREPARED BY KHA THAT HAVE
HISTORICALLY BEEN APPROVED BY
NCDENR.
Kimley-Horn
and Associates, Inc
INC LICENSE JF-0102
20DO SOUTH 80ULEVARD A
SUITE 440
CHARLOTTE, NORTH CAROLINA 25203
PHONE: [phone]
FAX: (704) 3W-0845
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PIN: 276 171 i 7620
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47,08 (M) 80.77 (M)
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SPECIAL USE SITE PLAN CONDITIONS:
1. PARKING LOT LIGHTING FIXTURES, LENSES, AND LUMINAIRES SHALL MEET THE IESNA FULL
CUT-OFF CLASSIFICATIONS.
2. A STREETYARD SHALL BE PROVIDED, A MINIMUM OF 8 FEET WIDE ALONG THE FRONT A
STREETYARD SHALL BE PROVIDED, A MINIMUM OF 8 FEET WIDE ALONG THE FRONT
PROPERTY LINE BETWEEN OAK AVENUE AND ANY PARKING AREA OR STRUCTURE ON THE
SITE, WHICH SHALL CONTAIN ONE SHADE TREE PER 35 LINEAR FEET, AND ONE
ORNAMENTAL TREE PER 25 LINEAR FEET. THE REQUIRED TREES SHALL BE GENERALLY
EQUALLY DISTRIBUTED ALONG THE STREETYARD LENGTH. THE STREETYARD SHALL BE
CONTINUOUS ALONG THE PROPERTY FRONTAGE, EXCEPT AS NECESSARY AND PRACTICAL
TO PROVIDE THE VEHICULAR AND PEDESTRIAN ENTRANCE TO THE SITE, AND TO ENSURE
SAFE VISIBILITY FOR TRAFFIC ENTERING AND EXITING THE SITE PARKING, MERCHANDISE
DISPLAY AND OFF-STREET LOADING ARE PROHIBITED IN THE STREET YARD.
3. ALL SHADE TREES INSTALLED ON THE SITE SHALL BE 2'CALIPER AND ORNAMENTAL
TREES SHALL BE AT LEAST 6 FEET HIGH AT PLANTING. ALL PLANT MATERIALS USED
SHALL BE GOOD QUALITY NURSERY STOCK, AND PLANTING METHODS SHALL FOLLOW
APPROVED BEST PRACTICES FOR LANDSCAPE INSTALLATION IN THE REGION.
4. ON -SITE PYLON OR MONUMENT SIGNAGE NOT PROPOSED AT THIS TIME AND WILL BE
PERMITTED SEPARATELY PER ZONING CODE AT THE TIME OF SUBMITTAL
5. BUILDING AND GAS CANOPY SIGNAGE TO BE PERMITTED UNDER THE CURRENT
APPLICABLE ZONING ORDINANCE.
6. REQUIRED PARKING SHALL BE AT LEAST 1 SPACE PER 250 SQUARE FEET OF BUILDING
AREA.
7. THE END OF EACH PARKING BAY (ROW OF PARKING SPACES) SHALL BE DEFINED BY A
CURB AND PLANTING AREA OR PLANTING ISLAND.
& PLANTING AREAS SHALL PROVIDE A MINIMUM OF 81 SQUARE FEET PER TREE. WITH A
MINIMUM INSIDE LINEAR HORIZONTAL DIMENSION OF 6 FEET AND A MINIMUM PREPARED
DEPTH OF 3 FEET.
9. IN ADDITION TO OTHER LANDSCAPING AND SCREENING REQUIRED ON THE SITE, PARKING
LOT LANDSCAPING SHALL BE INSTALLED. A MINIMUM OF TWO SHADE TREES FOR EVERY
10 SPACES OR FRACTION THEREOF SHALL BE INSTALLED IN TREE ISLANDS, MEDIANS, AT
THE END OF PARKING BAYS. OR BETWEEN ROWS OF PARKING SPACES.
10. WASTE MANAGEMENT AREAS AND LOADING AREAS ON THE SITE SHALL BE SCREENED
WITH A 6-FOOT FENCING SCREEN OF TREATED WOOD.
EX -ROW X-ROW218'VE_103.00 (R) 11. THE OAK AVENUE FRONTAGE OF THE SITE SHALL BE IMPROVED WITH A 48'WIDE PUBLIC
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LEGEND
PROPOSED BUILDING
PROPERTY LINE
PROPOSED PARKING SPACES
CC
PROPOSED CART CORRAL
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
ARCHITECTURAL CONCRETE
(REFER TO ARCH PLANS)
RETAIL PARKING DATA
RETAIL (GROSS)
APPROX. 11,855 S.F.
STANDARD SPACES
59 SPACES
ACCESSIBLE SPACES
3 SPACES
TOTAL PARKING
62 SPACES
RATIO
5.23/1,000 S.F.
RETAIL PARCEL DATA
ZONING - EXISTING R-1
ZONING - PROPOSED COMMERCIAL -SPECIAL USE DISTRICT
LAID AREA 2.85 ACRES
SITE NOTES:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION.
4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE
6.
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF THE CURB UNLESS OTHERWISE NOTED.
6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
7, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS, AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE
WITH GOVERNING AUTHORITIES OR OWNER REQUIREMENTS AND PROJECT SITE WORK
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN
BASE BID.
8 SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR. (SEE COVER SHEET)
9. SEE SITE DATA TABLE FOR TOTAL LAND ACREAGE(S).
10. NO JURISDICTIONAL WATERS ARE PRESENT ON THIS SITE AS INDICATED BY FLOOD
INSURANCE RATE MAP FOR LEE COUNTY NORTH CAROLINA, COMMUNITY PANEL NUMBER
3710968200K, DATED OCTOBER 3, 2006.
11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS'.
11 REFER TO ARCH/MEP PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
ADDITIONAL SITE NOTES:
1, THE MEDIAN AGE FOR THIS JURISDICTION IS 43.3 YEARS OLD.
2 AT THIS TIME, THERE ARE NO TRANSIT ROUTES PLANNED THROUGH THIS SITE.
3. REFER TO THE LIGHTING PLAN FOR SECURITY CAMERA LOCATIONS.
4. THE CONTRACTOR IS RESPONS
IBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
SHEETINGr SHORING GRACING
NG AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET
O.S.H.A., FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION
OF THE WORK INDICATED ON THESE DRAWINGS. THE CEC ACCEPTS NO RESPONSIBILITY
FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
5. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY
CORNERS DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL IMMEDIATELY
REPORT TO THE OWNER AND CEC ANY
DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
7. ANY OFF -SITE ROADWAY IMPROVEMENT SHALL BE COORDINATED WITH THE
JURISDICTION AND NCDOT AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
& ANY NCDOT DETAIL REFERENCE, REFERS TO THE LATEST NCDOT DETAIL PER THEIR
LATEST STANDARDS.
9. ANY DISCREPANCY FOUND IN THE CIVIL PLANS, CIVIL SPECIFICATIONS, OR SPECIAL
CONDITIONS DOCUMENT; OR BETWEEN THE CIVIL DOCUMENTS AND THE ARCHITECTURAL
DOCUMENTS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER AND
CEC.
10. REFER TO THE GRADING PLAN AND UTILITY PLAN FOR OTHER EASEMENT LOCATIONS.
10
111
112
SITE LEGEND:
O6
WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ 'NO PARKING FIRE LANE` PAINTED
A
WITH 4' HIGH WHITE LETTERING AT 25' O.C. - (SEE DETAIL SHEET.)
®
NOT USED
PEDESTRIAN CROSSWALK WITH 6' WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
©
OF TRAFFIC AT 2'-0" O.C. AND (1)-8' WHITE STRIPE PERPENDICULAR ON BOTH ENDS
UNLESS NOTED OTHERWISE. (SEE SITE PLAN FOR EXTENTS) (SEE DETAIL SHEET.)
OD
PEDESTRIAN CROSSING SIGN W11-2 AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
- (SEE DETAIL SHEET)
O
NOT USED.
OF
NOT USED.
©EXIT
PORCH. - (SEE ARCHITECTURAL PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS,
STAIRS AND/OR RAMPS THAT MAY BE REQ'D. RAMP PAVEMENT FLUSH WITH TOP OF STOOP.
UH
6'0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWWISE. - (SEE DETAIL SHEET.)
Oj
NOT USED.
0
4" WIDE x 110' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. SPACED 10' O.C.
CENTERED ON DOCK DOORS.
40'x15' CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR EXACT
LOCATION, TYPE OF SCREENING, AND SLOPE.
©CONCRETE
TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
COMPANY FOR DETAILS.
PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING
OACCESSIBLE
SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN ACCESSIBLE SPACE.)
O
NOT USED.
OO
NOT USED.
©
CART CORRAL TYPICAL - (SEE DETAIL SHEET) FOR CART CORRAL DETAIL
®
NOT USED.
®
NOT USED.
O18'
(UNLESS OTHERWISE NOTED) CONCRETE CURB AND GUTTER TYPICAL TYPE A
UNLESS OTHERWISE NOTED. - (SEE DETAIL SHEET.)
®
PAINTED DIRECTIONAL ARROWS TYPICAL - (SEE DETAIL SHEET FOR TWO TYPES.)
UO
BUILDING SETBACK LINE PER SURVEY.
O
6' HIGH FENCE.
O
LANDSCAPE BUFFER.
O
NO
'NO PARKING FIRE LANE' SIGN AS REQUIRED BY CITY (SEE PLAN FOR LOCATION). (SEE
SHEET.)
4' CONCRETE SIDEWALK (SEE DETAIL SHEET).
®
NOT USED.
STOP SIGN. (SEE DETAIL SHEET.)
BB
NOT USED.
CC
DIRECTIONAL ACCESSIBLE RAMP.
�D
INTERIOR LANDSCAPE ISLAND (SEE LANDSCAPE PLAN.)
EE
STOP BAR WITH STOP LETTERING. (SEE DETAIL SHEET.)
FF
NOT USED.
©GUIDERAIL
(SEE DETAIL SHEET). (FACE OF GUIDERAIL SHOULD BE FLUSH WITH EDGE OF
APHALT.)
TEMPORARY GRADING EASEMENT.
II
ACCESSIBLE "SITE ARRIVAL POINT". SEE PLAN FOR LOCATION AND LIMITS.
,IJ
PERMANENT DRAINAGE EASEMENT.
KK
8' WIDE DOUBLE ACCESS GATE (SEE DETAIL SHEET). GATES SWING INTO POND AREA.
LL
EDGE OF ASPHALT PAVEMENT.
MM
VEGETATION FREE ZONE (SEE DETAIL SHEET).
�J
LIGHTING POLE BASE - (SEE DETAIL SHEET)
REFER
TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN,
CD
RAISED DOCK DOOR.
PP
FUELING STATION (SEE PLANS BY OTHERS.)
PAINTED STRIPING LEGEND
SWSL / 4' - SINGLE WHITE SOLID LINE / 4' WIDE
SYSL / 4' - SINGLE YELLOW SOLID LINE / 4' WIDE EACH
DYSL / 4' - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH
SYSL / 10" - SINGLE YELLOW SOLID LINE / 10" WIDE
SWDL / $ - SINGLE WHITE DASHED LINE / 4' WIDE
SWSL / 24' - SINGLE WHITE SOLID LINE / 24 WIDE
SWML / 4" - SINGLE WRITE MINI -SKIP / 4" WIDE
SBYL / 4' - SINGLE BROKEN YELLOW LINE / 4' WIDE
ROCK NOTE
2�W S13 3
GRAPHIC SCALE
40 0 20 40 80
( 1N FEET )
1 inch - 40 1't.
GROUNDWATER NOTE
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE
CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR CONSIDERATION FOR ADDRESSING THIS ISSUE.
ADDRESSING THIS ITEM.
Know what's below.
Call before you dig.
=F1
Kimley-Horn
and Associates, Inc
NO LICENSE jF-M02
2000 SOUTH OWLEVARD A
SUITE
CIHMLOTTTTE, NORTH CAROLINA 28203
PHONE: [phone]
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STORM PIPE TABLE
US
Node
DS
Node
US Invert
Elevation
DS Invert
Elevation
(ft)
Section
Size (in.)
Material
RCP
Length
(ft)
Slope
(ft/ft)(ft)
CB-2
FES-1
249.40
248.86
24
27
0.020
DI-3
CB-2
249.96
249.50
24
RCP
93
0.005
J B-4
DI-3
250.40
250.06
24
RCP
67
0.005
CB-5
JB-4
250.87
250.50
24
RCP
75
0.005
DI-6
C13-5
251.32
250.97
18
RCP
70
0.005
DI-7
DI-6
251.84
251.42
15
RCP
85
0.005
CB-8
C13-5
251.50
250.97
18
RCP
107
0.005
CB-9
CB-8
251.95
251.60
15
RCP
69
0.005
CS-10
FES-11
252.00
251.56
15
RCP
87
0.005
WALMART GRADING AND DRAINAGE NOTES.'
FOUNDATION SUBSURFACE PREPARATION PAGE 1
WM EXPRESS, BAILEY, NORTH CAROLINA
1.
CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
SEPTEMBER 28, 2012
REMOVED TO THE RIGHT-OF-WAY.
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR
2.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE
SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED
VARIOUS U7IUTY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT
NOT LIMITED TO, THE BUILDING SIDEWALKS, PORCHES, RAMPS, STOOPS, TRUCK
3.
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
WELLS/DOCKS, COMPACTOR PAD, ETC. THE SUBBASE, WHERE REQUIRED, DO NOT
EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES.
4.
PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB
AND BASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
5.
STORM PIPE MATERIAL SHALL BE AS NOTED ON THIS PLAN.
REQUIRED SLAB THICKNESS. THE SUBBASE SHALL CONSIST OF 4 INCHES OF BASE
r
CONFORMING TO NCDOT -STANDARD SPECIFICATIONS FOR ROADS AND
6•
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. SW5130 Zo
STRUCTURES", 2012 EDITION, SECTION 1010, AGGREGATE BASE COURSE (ABC). THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS
7
EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. -n
FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT
j%g'%!3
ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS
!f II
a
PROPOSED GRADE CONTO TFJR
(60 PUBLIC R/W) AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED UR IN VALS SHOWN AT 1 FOOT.
REF 30-125 IF APPROVED MT WRITING BY THE CEC AND AOR
1
255 r ryz a.T
..........................
RIDViF-T-_ `
8 103.0 S
i-2a2.55f - - - E
-- - -- -
3.03�*254
- -rI55.45
Ooc
f 255.7018
256 o'er
- 1 °I
f � m
N20-21'00-E 80.82 (R)
N14°12'12"E
'X°c--ssa
STORM STRUCTURE TABLE
Structure
Rim
Elevation
(ft)
Invert In 1
(ft)
Invert In 2
(ft)
Invert Out
(ftl
FES-1
--
248.86
--
--
CB-2
255.70
249.50
--
249.40
DI-3
255.65
250.06
--
249.96
JB-4
256.40
25050
--
250.40
CB-5
255.90
250.97
250.97
250.87
DI-6
255.35
251.42
--
251,32
DI-7
255.10
--
--
251.84
CB-8
255.00
251.60
--
251.50
CB-9
255.00
--
--
251.95
CS-10
--
I --
I --
252.00
FES-11
--
1 251.56
1
--
9• IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING VEGETATION, TOPSOIL, EXISTING STRUCTURE REMNANTS, AND OTHERWISE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE PROPOSED BUILDING AREA.
AFTER STRIPPING, THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A
LOADED DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE (MINIMUM LOADED
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
WEIGHT OF 20 TONS) UNDER THE OBSERVATION OF THE CTL. THE PROOFROLLING
PROCESS SHALL CONSIST OF FOUR COMPLETE PASSES OF THE EXPOSED AREAS WITH
11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING do COVERS. MANHOLES IN UNPAVED AREAS
TWO OF THE PASSES PERFORMED PERPENDICULARLY TO THE PRECEDING ONES.
SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED 'STORM SEWER".
HIGHLY PLASTIC SOILS WITH LIQUID LIMITS GREATER THAN 50 PERCENT AND
PLASTICITY INDICES GREATER THAN 20 PERCENT (IF ENCOUNTERED) BE
SHALLSUBGRADE
12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER
REMOVED OFTHEFINAL
REMOVED AND REPLACED WHERE PRESENT WITHIN 3 FEET OF THE FINAL EXISTING
ELEVATION. LOW CONSISTENCY SOILS WERE ENCOUNTERED NEAR THE EXISTING
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION
GROUND SURFACE IN BORINGS B-I AND B-2. LOW CONSISTENCY SOILS SHALL BE
PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY.
REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL OR ABC STONE
WHERE ENCOUNTERED.
13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
EXISTING UTILITIES,IF PRESENT, SHALL BE REMOVED BENEATH THE BUILDING
14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
FOOTPRINT. ABANDONED UTILITY TRENCHES SHALL BE BACKFILLE❑ WITH
COMPACTED STRUCTURAL FILL, ABC STONE, OR WASHED STONE (NCDOT 457) IN
ACCORDANCE WITH THE STRUCTURAL FILL PLACEMENT RECOMMENDATIONS
15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHEET). IF THE CONTRACTOR DOES NOT ACCEPT EXISTING
BELOW.
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED
LAND SURVEYOR TO THE OWNER FOR REVIEW.
AFTER THE PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE
IS DETERMINED TO BE STABLE, SITE GRADING SHALL PROCEED IMMEDIATELY. THE
16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY EROSION CONTROL MEASURES TO ALL
PROOFROLLINGIMA OPERATION SHALL PLACATED WITH LEAST ONE PASS IN EACH
DIRECTIONNIMMEDIATELY PRIOR TOO PLACING AGGREGATE BASE COURSE IN THE
SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION
AB AREA
IS OBTAINED
ekFLOOR SL
13
21 5 70 255.45 T I i V GRADING AND DRAINAGE KEY STRUCTURAL FILL MATERIAL SHALL CONTAIN LESS THAN 3% ORGANICS AND BE FREE 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND 8E CONSTRUCTED TO SAME.
t \ C13-8 .-, OF OTHER DELETERIOUS MATERIAL, HAVE A STANDARD PROCTOR MAXIMUM DRY
255.30 CB-9 I 55.15 OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES PAVEMENT DENSITY OF AT LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE I& ALL STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT INTO INVERT OUT.
255.65 I i 255.30 t2SS� 0 SLOPES FROM THE VESTIBULE TO THE LIMITS OF THIS AREA HAVE BEEN FOLLOWING REQUIREMENTS: (S )
r DESIGNED AT 2.0% MAXIMUM GRADE. CONTRACTOR SHALL GRADE THESE ADDITIONAL GRADING NOTES:
255.45 1 �, I 4 \ LOCATION WITH RESPECT TO FINAL GRADE P_I. LLL.
1.7 CJs 1 -- sT �, s AREAS NO STEEPER THAN 2.OX.
BUILDING AREA 20 MAX, 50 MAX. ,
255.00LP � �,� \ 1. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE MAPS AND DETAILS FOR SPECIFIC NOTES REGARDING COVERAGE UNDER THE JUPoSDICIION S
1255.00LP 255.45 I i 03� Irrs.r \ J O DELIVERY DOOR SITE SUBSURFACE PREPARATION PAGE 1 APPLICABLE EROSION AND SEDIMENTATION CONTROL LAW OR CODE OF ORDINANCES AND THE STATE'S APPLICABLE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
a 255.15 255.65 I -~ ��?S W M EXPRESS, BAILEY, NORTH CAROLINA
^ 6� ROOF DOWNSPOUT (SPLASH ON GRADE) (REF: ARCH/MEP PLANS). SEPTEMBER28, 2012 2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES, UNLESS OTHERWISE SHOWN BY A GRADING EASEMENT AND THE LIMITS OF
p I I I ''.,:,;. _ DISTURBANCE. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE JURISDICTION.
256.60 256 45 256.15 256.15 2 I 0 .: F \ \ ONE 10" STORM DRAIN PIPE AT TRUCK WELL TO POND (REF: ARCH/MEP
I PLANS). EXISTING VEGETATION, TOPSOIL, EXISTING STRUCTURE REMNANTS, AND OTHERWISE 3. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRADES. (UNLESS OTHERWISE NOTED.)
l I 255.2D 256.20 56.60 2•w �- UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE PROPOSED PAVEMENT AND GAS 4 RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN NOT THE DEPRESSED ELEVATION AT THE INLET RIM ELEVATIONS OF DROP INLETS,MANHOLES,OR
1 { I 4' WIDE, 6 VERTICAL CURB TO PROVIDE SEPARATION OF PARKING FROM STATION AREAS. THE EXPOSED SUBGRADE SHALL BE PROOFROLLED WITH A LOADED
1 i 256.45 56,70HP I 6 { _ BUILDING (REF: ARCH PLANS). DUMP TRUCK OR SIMILAR PNEUMATIC TIRED VEHICLE (MINIMUM LOADED WEIGHT' OF 2C SIPHONIC MANHOLES EQUALS THE CENTER OF GRATE OR LID ELEVATION.
��� TONS) UNDER THE OBSERVATION OF THE CTL. THE PROOFROLLING PROCESS SHALL
257 PROPOSED ACCESIBLE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT. CONSIST OF FOUR COMPLETE PASSES OF THE EXPOSED AREAS WITH TWO OF THE PASSES $ ALL PROPOSED CONTOURS IN ALL "FIAREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY
110.6 \ LONGITUDINAL SLOPE SHALL NOT EXCEED 5% AND CROSS -SLOPES TO NOT PERFORMED PERPENDICULARLY TO THE PRECEDING ONES. EXISTING UTILITIES IN "FILL" AREAS
COMPACTED TO THE STANDARDS OUTLINED IN THE SITE SPECIFICATIONS /MINUS THE REWIRED TOPS011, OR PAVEMENT THICKNESSESI.
f I I PAVEMENT AREAS MAY REMAIN IN -PLACE PROVIDED THEY DON'T CONFLICT WITH l J
256.45 j 25 .45 I EXCEED 2X (SEE LEGEND FOR BOUNDARY AND HATCH) PROPOSED UTILITIES AND THE TRENCH BACKFILL IS STABLE UNDER PROOFROLL. LOW
I I I 256.15 256.15 I CB-5 CONSISTENCY SOILS WERE ENCOUNTERED NEAR THE. EXISTING GROUND SURFACE IN 6. REFER TO PAVEMENT CROSS -SECTIONS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASF COURSE ELEVATIONS TO BE COMPLETED AS PART OF THIS PROJECT.
f , I 256,60 i I pi-6 256.60 I ( \ WET DETENTION POND (SEE POND DETAILS SHEET). I, BORINGS P-1, P-2, GS-AND GS-2. LOW CONSISTENCY SOILS SHALL BE REMOVED AND
j J ` REPLACED WITH COMPACTED STRUCTURAL FILL OR ABC STONE WHERE ENCOUNTERED. 7. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY PROVIDED. THE BENCHMARK SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
f J I� -\ THE COMMENCEMENT OF GRADING ACTIVITIES.
/ 255.60 255.35LP 256.10 I 255.90LP 256.30 CHAIN LINK FENCE AND GATE (SEE SITE DETAILS SHEET). HIGHLY PLASTIC SOILS WITH LIQUID LIMITS GREATER THAN 50 PERCENT AND
255.60 -- PLASTICITY INDICES GREATER THAN 20 PERCENT SHALL BE REMOVED AND REPLACED 8 CONTRACTOR SHALL B LEND N EW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
25$ `�-
J) GUIDERAIL (SEE DETAIL SHEET). WITH COMPACTED STRUCTURAL FILL WHERE PRESENT WITHIN 2 FEET OF THE FINAL
SUBGRADE ELEVATION IN PAVEMENT AREAS. HIGHLY PLASTIC SOILS WERE r r
256.25 '� - -_. f _.. _ 255.90 I � � � � 9. ALL FILL TO BE COMPACTED PER THE EARTHWORK SPECIFICATIONS FOR THIS PROJECT. SdcME'S REPORT OF SUBSURFACE EXPLORATION DATED MONTH DAY YEAR SHALL
-- 257JO ENCOUNTERED NEAR DESIGN GRADE IN BORINGS GS-I AND GS-2. ' '
ly ; i = - BE USED AS A GUIDANCE DOCUMENT (NOT TO BE CONSIDERED A CONTRACT DOCUMENT) IF THE CONTRACTOR NOTICES A DISCREPANCY BETWEEN THE s&mr REPORT AND
1 256.05-
1 I V 255.74 256.10 - - ...
255
1 1
.74 rl
I I 1 256.83TC 256.50 256.70 257.60
1256.15 256.10 -� �I 256.83TP
3T\256.34 256.83TP I . I 3\ 256.50 I� I
257.60256.25644 .
1 256.84TC JB-4
I 256.34TP I `-`
256.84TC 1 v
1 DI-7 1 256.83TC 256.86
I 257.00 I -
i 256.83TP 257.00 257.00 255.82
I f IA i 256.90TC �ry
j I L j 2M-RR I 256.40TP
11,855 P.F. (APPROX.) °
FF = 257.00
l I I ZONING: CSUD ' 256,92TC
'E256.42TP Zy°
252.83 / .: 255.65LP� '
I AT WALL 256.92TC DI-3
` J 253.12 257.00 256.42TP
1 r
C ` 257.00 AT WALL / 256.22TP �'''� 257.00
T 254.93
CB-2 :-
256 32TP
LEGEND
4 1
SPOT GRADE ELEVATION
623
PROPOSED MINOR CONTOUR
825
PROPOSED MAJOR CONTOUR
- . ... ... . -
EXISTING MINOR CONTOUR
. ......... -__ -
EXISTING MAJOR CONTOUR
ST
STORM DRAIN (SEE CHART FOR SIZE)
- - - - - -- - - -
ADA SPACE AND ACCESS OUTLINE
RIP RAP AREA (SEE DETAIL SHEET FOR SIZE
INFORMATION)
DRAINAGE DIRECTION ARROW
>
DRAINAGE SWALE
AFTER PROOFROLLING OPERATION HAS BEEN COMPLETED AND THE SUBGRADE IS
THE PROJECT SPECIFICATIONS, CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY.
DETERMINED TO BE STABLE, SITE GRADING SHALL PROCEED IMMEDIATELY. THE
PROOFROLLING OPERATION SHALL BE REPEATED WITH AT LEAST ONE PASS IN EACH
10.
CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR
DIRECTION IMMEDIATELY PRIOR TO PLACING AGGREGATE BASE COURSE.
SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1X MAXIMUM PAVEMENT GRADES IN ADA AREAS SHALL BE 2X, MAXIMUM GRADES IN ALL OTHER PARKING AREAS
SHALL BE 3X. MAXIMUM GRADES ALONG TRUCK ROUTES SHALL BE A MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 8X MINIMUM PAVEMENT GRADES FOR
STRUCTURAL FILL SHALL CONTAIN LESS THAN 3% ORGANICS AND BE FREE OF OTHER
CONCRETE APRONS OR CURBS SHALL BE 0.5X
DELETERIOUS MATERIAL, HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF AT
LEAST 100 POUNDS PER CUBIC FOOT, AND SHALL MEET THE FOLLOWING REQUIREMENTS:
11.
FOR ADA AREAS, ANY FINAL SLOPES IN EXCESS OF APPLICABLE ADA LAWS SHALL RESULT IN REMOVAL AND REPLACEMENT OF ANY AREA TO BRING THE AREAS INTO
COMPLIANCE WITH ADA LAW.
LOCATION WITH RESPECT TO FINAL CLADE P I [ .L.
PARKING AREAS 20 MAX. 50 MAX.
11
THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERNG AND MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT.
STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING s INCHES IN
11
GRADES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. CONTRACTOR SHALL CONTACT OWNER AND CEC FOR NECESSARY ADJUSTMENTS.
THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 2 PERCENT
14.
PIPE LENGTHS SHOWN ON THE PLAN EXTEND CENTER -TO -CENTER OF DRAINAGE STRUCTURES, THEREFORE. ALL PIPES LENGTHS AND SLOPES ARE APPROXIMATE.
BELOW TO 2 PERCENT ABOVE THE OPTIMUM, THE UPPER 12 INCHES SHALL BE
COMPACTED TO AT LEAST 98 PERCENT
15.
DRAINAGE STRUCTURE SYMBOLS SHOWN ON THE PLAN ARE SYMBOLIC AND DO NOT REPRESENT THE ACTUAL SIZE OF THE STRUCTURE. PIPE MEASUREMENTS ARE TO THE
THIS SITE SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK
CENTER OF THE DRAINAGE STRUCTURE AND TO THE END LIP OF THE FLARED END SECTION.
SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION
SHALL TAKE PRECEDENCE OVER THE OWNER SPECIFICATIONS, REFER TO THE
16.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA AND SPECIFICATIONS:
SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME
INFORMATION WAS TAKEN FROM THE GEOTECHNICAL ENGINEERING REPORT DATED
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
SEPTEMBER 28, 2012 (GEOTECHNICAL ENGINEERING REPORT IS FOR INFORMATION ONLY
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
AND IS NOT A CONSTRUCTION SPECIFICATION).
MANNER THAT DOES NOT VIOLATE EROSION AND SEDIMENT CONTROL LAW OR ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE COMPACTED PER THE SPECIFICATIONS.
E.APPLICABLE SAFETY REGULATIONS SHALL BE FOLLOWED, AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT.
Email Address for Geotechnical Engineer: abrowninenasmeinc-cam
-- - - -- -- -- - - -- -- - - - - -- - -- - -- -- -- - - --
17.
REFER TO THE STORM SEWER TRENCH AND BEDDING DETAIL ON THE DETAIL SHEETS.
B-I AND B-2. LOW CONSISTENCY SOILS, WHERE ENCOUNTERED WITHIN THREE FEET
BENEATH FOUNDATION SUBGRADES, SHALL BE UNDERCUT AND REPLACED WITH
18.
ROOF LEADERS SHALL BE TIED INTO THE PROJECTS STORM DRAINAGE SYSTEM AS SHOWN. CONNECTION OF THE ROOF DRAIN LEADERS TO THE STORM DRAIN SYSTEM
LEAN CONCRETE.
SHALL RESULT IN A WATERTIGHT CONNECTION. CONTRACTOR SHALL COORDINATE ROOF DRAIN GRADES AND LOCATIONS WITH THE ARCHITECTURAL PLANS AND THE BUILDING
CONTRACTOR.
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE
IN CASE of CONFLICT, INFORMATION CATERED 1N THIS
SITE WORK sPETAKE
PREPARATION SHALLHALL T TAKE PRECEDENCE OVER THE OWNER SPECIFICATIONS. REFER
19.
THIS PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND
INSTALL PIPE ADAPTERS AS NECESSARY
TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS
PREPARATION- THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL
ENGINEERING REPORT PREPARED BY S&ME, INC, DATED SEPTEMBER 28, 2012 20. COORDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE DEPARTMENT OF TRANSPORTATION'S (DOT) RIGHT-OF-WAY WITH THEIR FIELD INSPECTOR, ALL WORK SHALL BE
AT DRAIN 255.10
k-: s
256.74 cn 256.84 256.40 };
x x x -x x x x
255
254
256.66 - -- D-.253 -------__----
252 i �
\ , l BW=248.50 \ FEs-1 ti55
/
CS 10 BW 48.65 / t --- -
- -
252
- - -253- 254 !
2 256 x _256-256 255 /
silo
ems. now
EMERGENCY SPILLWAY. SEE
dow POND.5ECTION ON SHEET
f
(GEOTECHNICAL ENGINEERING REPORT IS FOR INFORMATION ONLY AND IS NOT A PERFORMED IN COMPLIANCE WITH ALL DOT PERMITS AND SPECIAL PROVISIONS ISSUED BY THE DOT.
CONSTRUCTION SPECIFICATION).
21. ALL STORM DRAINAGE WITHIN THE DOT RIGHT-OF-WAY SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF DOTS STANDARD SPECIFICATIONS.
Email Address for Geotecln ical Engineer: abrowningla�smeinc.com 22. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE DOT RIGHT-OF-WAY IF DEEMED NECESSARY BY THEIR INSPECTOR.
MATCHLINE THIS SHEET 23. PIPES SHALL BE CLASS III RCP, UNLESS COVER OVER THE PIPE EXCEEDS THE DEPTHS SHOWN IN THE "FILL HEIGHT TABLE FOR RIGID PIPET SHOWN. IF THE COVER OVER THE
RCP PIPE INSTALLATIONS EXCEED THE DEPTHS SHOWN IN THE TABLE, THEN THE PIPE SHALL BE CLASS IV OR CLASS V. PER THE TABLE IF SPECIAL DESIGNS ARE
REQUIRED, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED DESIGNS PROVIDED BY THE VENDOR ALONG WITH THE REQUIRED SHOP DRAWINGS.
N
U N 24. FOR STRUCTURES INDICATED AS -DOUBLE", THE CONTRACTOR SHALL CONSTRUCT TWO DRAINAGE STRUCTURES AT THESE LOCATIONS WITH A PIECE OF PIPE AT LEAST THE
1` y SIZE OF THE DOWNSTREAM PIPE AND A MINIMUM 12r LONG (IF SECOND STRUCTURE IS NOT IN-UNE WITH THE REMAINDER OF THE SYSTEM USE A MINIMUM 18" DIAMETER
I
PIPE BETWEEN BOXES) (SEE "CB- AND "DIr DEFINITIONS FOR OTHER SPECIFICATIONS).
y 25. MAXIMUM GRATE OPENING SIZE SHALL BE 1.125r.
' yy 26. ALL STRUCTURES AND GRATES SHALL BE TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE OF A PAVED AREA. REFER TO THE SITEWORK
SPECIFICATIONS FOR OTHER REQUIREMENTS OF DRAINAGE STRUCTURES
y1 SPECIAL OBSERVATION AND AS -BUILT REQUIREMENTS
I I. CONTRACTOR SHALL OBTAIN A NORTH CAROUNA LICENSED LAND SURVEYOR TO PREPARE A SIGNED AND SEALED TOPOGRAPHICAL AS -BUILT SURVEY OF ALL
y THE STORMWATER MANAGEMENT BEST MANAGEMENT PRACTICES (BMPS) (E.G. WET DETENTION PONDS, BIORETENTION AREAS, GRASSED SWALES, ETC.. AND ALL
l - } l ASSOCIATED APPURTENANCES) AND STORM SEWER PIPES AND STRUCTURES.
2. AS -BUILT SURVEY SHALL INCLUDE THE GRADES, CONTOURS, AND DEPTHS FOR EACH FACILITY TO A LEVEL OF DETAIL AT LEAST OF THE DESIGN DRAWINGS,
INCLUDING 1/2 FOOT CONTOURS IF SHOWN.
1 \ Aso \ ,LFES-11
yy
STORM DRAINAGE ABBREVIATIONS LIST
(SEE LATEST NCDOT STDS, MANUAL AND
DETAIL SHEETS)
CB
CATCH BASIN (NCDOT STDS. 840.00, .01, .02, .46, .66)
US FOUNDRY 5181 FRAME & HOOD AND US FOUNDRY 6003 GRATE
DI
DROP INLET (NCDOT STDS. 840.00, .14, .15, .46, .66)
US FOUNDRY 4139 FRAME AND US FOUNDRY 6002 GRATE
"D"
DOUBLE STRUCTURE (SEE NOTES)
MH
MANHOLE (NCDOT STDS. 840.00, .31, .32, .46, .54, .66)
SM
SIPHONIC MANHOLE W/ VENTED LID (SEE DETAIL SHEETS)
FE
FLARED END SECTION (SEE DETAIL SHEET)
EW
END WALL
RD
ROOF DRAIN (REF: ARCH/MEP)
CO
CLEAN -OUT (SEE DETAIL SHEET)
DS
DOWNSPOUT (REF: ARCH/IMEP)
TW
TRUCK WELL DRAIN (REF: ARCH/MEP)
CS
BIIIP CONTROL STRUCTURE (SEE POND SHEETS THIS SET)
0 F. nrouiLi ovnrL, SHALL NCLUDE inn r- VAIIUIYJ ANU UINIt14N% MJ Vr ALL WIL.L1 W11UGiUNtS, IN[d.UUINGi PIFt MU UNIPIC,E INVERTS AND DIAMETERS,
WEIR ELEVATIONS AND DIMENSIONS, RISER DIMENSIONS AND ELEVATIONS, EMERGENCY SPILLWAY DIMENSIONS AND ELEVATIONS, LOCATIONS AND INVERTS FOR ALL
CONTRACTOR IS RESPONSIBLE FOR SCHEDULED MAINTENANCE \ l PIPES DISCHARGING INTO THE POND.
ACTIVITIES ON THE BMPS PER THE APPROVED MAINTENANCE v
REQUIREMENTS UNTIL THE NOT IS FILED OR THE EXTENDED 1 �y � 4. AS -BUILT SURVEY SHALL HAVE THE ACTUAL VOLUMES PROVIDED IN THE SAME FORMAT AS SHOWN IN THE DESIGN TABLES.
LANDSCAPE MAINTENANCE WARRANTY HAS EXPIRED, 5. CONTRACTOR SHALL HAVE THE PS AND PIPES AS -BUILT SURVEYED PRIOR TO A PERMANENT WATER LEVEL DEVELOPING IN THE BMPS AND PRIOR TO ANY
WHICHEVER IS LATER. REFER THE DETAIL SHEETS FOR '[C_ DIPS
PLANTINGS BEING INSTALLED. IF A PERMANENT POOL IS ALLOWED TO DEVELOP, CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO PROVIDE AN
THE REQUIRED MAINTENANCE ACTIVITIES. \ ACCURATE SURVEY. IF PLANTINGS ARE INSTALLED PRIOR TO SURVEY, CONTRACTOR SHALL REMOVE AND REPLACE ANY PLANTINGS NEEDED TO PROVIDE AN
ACCURATE SURVEY.
��� SCE ZAg 6. ALL AS-BUILTS SURVEYS SHALL BE SUBMITTED TO THE CEC IN AUTOCAD, PDF, AND HARD COPY FORMAT FOR REVIEW AT LEAST 4 WEEKS PRIOR TO
POSSESSION.
TOGETHER WITH THE C CEP A D DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE: SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. RUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORRZATION AND ADAPTATION BY KIML.EY-MORN AND ASS CIATES, ,INC. HALL l3E WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
T 7- T-' I .... ,. ., ... .. - E:. T`- T r,. .f?....' T.
• %',rTT.STT.r-
Kimley-Horn
and Associates, Inc
NC LICENSE JF-WO2
WOO SOUTH BOULEVARD A
SLATE 440
CHARLOTTE, NORTH CAROUNA 28203
PHONE (704)-%W-5131
FAX [phone]
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DESIGNED BY:
DRAWN BY:
CHECKED BY: I
DATE: 2/18/2013
PROJECTf. 015476215
C-07

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1 2 3 4 5
SEE GRADING PLAN FO
R
STORM SYSTEM DESIGN
06
� , 1
0
Y
U
S
INLET INTO POND
Ea � 1 • +••.: ' . 81 X 6 W X 12 THICK �s
.o P� CLASS A RIP RAP 6
6
7
8 9
N 1 (REFER TO EROSION AND
1 SEDIMENT CONTROL DTEAILS
M X'
l !X X X x x ac x X x x x x x X� /
N
N { wN 255 254
_253
` r
252
`1 01 } f I
cr
x �
un
1 ` x
I 0 1+0
l ! � I
u 1
1
/ 0 0
c
I
2.85 FT HIGH
RETAINING WALL
SEE GRADING PLAN
3:1 SLOPE ON
- 1 r
BANKS (TYP)
x , 252 f X x
x
- - - - J f - 253 -_ 2 4 255 X�X�x BOTTOM OF bEBAY
3 FT HIGH
RETAINING WALL -f -- x�- 25 X 2 6 255 ` ELEV=248.65
f
/ SEE GRADING 4 x-max nowgoo
/
PLAN AND DETAIL
BOTTOM OF POND
x� '` ' � } .- � sow
cow
S EETS `' 6" DUCTILE IRON MAINTENANCE
{}`r
i EDIMEN-rCLEANOUT / DRAINAGE PIPE AND 6" GATE
J ELEV=249.50 r VALVE
J f PERMANENT POOL INV IN=248.65
y OWNELEV=252.00 INV OUT=248.50
' CONTROL STRUCTURE FOREBAY SPILLWAY (LINE WITH
MIN. 24" CLASS B RIP RAP ON
` FILTER FABRIC)
I t
SEE TRENCH DETAILS THIS SHEET
DETAIL-1: FROM CONTROL STRUCTURE (23.5')
/ DETAIL-2: FROM 23.5' TO FLARED END SECTION
t
51 X 4'W X 12" THICK GRAPHIC SCALE
' CLASS A RIP -RAP
20
\ (REFER TO EROSION AND 0 10 20 40
�t SEDIMENT CONTROL DETAILS)
POND PLAN IN FEET ,
1
1 inch = 20 ft.
10
iP�
WET
BOTTOM
SIDE
PERMANENT
PERM ANENT
TOP OF
O
SIDE SLOPES
S S O ES
SHELF
SHELF
TEMPORARY
TEMPORARY
REQUIRED
Q
1-YR
10 -YR
100-YR
TOP OF
SPILLWAY
T P OF
0
11. DETENTION
ELEVATION
SLOPES
POdL
POOL
FOREBAY
OF SHELF
ENDING
BEGINNING
POOL
POOL
POND VOLUME'
14WL
HWL
HWL
STRUCTURE
ELEVATION
BERM
POND NO.
(FT)
(H:V)
ELEVATION (FT)
VOLUME (CF) i
BERM (FT)
(H:V)
ELEVATION (FT)
ELEVATION (FT)
ELEVATION (FT)
VOLUME (CF)
(CF)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
1
248.50
1 3:1
252.00
11254
252.00
101
251.50
252.50
252.90
15,247
48,672
253.05
253.76
254.66
254.30
2 55.00
256.00
1 - THE PERMANENT POOL VOLUME IS THE AS BUILT REQUIRED VOLUME TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME REQUIRED UNDER THE PERMANENT POOL ELEVATION. 0
.A BUILT REQUIRE VOLUME TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME REQUIRED OL LEV 2 THE TEMPORARY POOL VOLUME IS THE 5 U O Q BETWEEN THE PERMANENT POOL AND TEMPORARY PO E ATiONS.
E 1. RE UIRED P VOLUME IS THE AS BUILT RE UIRED VOLUME TO SATISFY TOWN PERMIT REQUIREMENTS. THIS IS THE VOLUME THAT IS RE UIRED BELOW THE THE BOTTOM THE
3 TH Q POND Q Q TOP OF THE BERM ELEVATION AND B OF
POND.
7•AILURC IV 1AUI11CVC 1r7C.1. C VULUMCJ VVILL Mr,>ULI IN AUU111V1'U1L VIVIUIM2 Vrt%.,Vry in 1-011[VI, IVRG IV1%_JV R,I'i 11V1'I r%I ME UUM r'V4\, IUMO C/V'C11I0C. AUUI IIVIVAL Jr-r-LA . AIVU VCL�t 1A IILM tl• I1ACL1.O. MMCIVI -ILL AL.I. V OC-
...... .
AT THE CONTRACTOR'S EXPENSE. -
OUTLET
STRUCTURE
STRUCTURE
ANTIFLOATATION
BOTTOM
UPSTREAM INV
DOWNSTREAM INV
DIAMETER OF
LENGTH OF
SLOPE OF
ORIFICE
ORIFICE
WEIR
WEIR
TOP OF
TOTAL HEIGHT
STRUCTURE
WIDTH
LENGTH
DEVICE DIMS.
ELEVATION
OF OUTLET
OF OUTLET
OUTLET PIPE
OUTLET
OUTLET
INVERT
SIZE
INVERT
DIMS
STRUCTURE
OF PRECAST
LOCATION
(FT)
(FT)
(FT)
(FT)
PIPE (FT)
PIPE (FT)
(1N)
PIPE (FT)
PIPE (%)
ELEV. (FT)
(FT)
ELEV. (FT)
(FT)
(FT)
STRUCTURE (FT)"
WET
DETENTION
4
4
4' W x 3' L x 2.5' D
248.50
252.00
261.67
15
87
0.50%
252.00
1.5" DIAMETER
252.90
24" L x 8" W
122.70
254.30
POND #1
TOTAL HEIGHT OF PRECAST STRUCTURE IS DISTANCE FROM TOP TO BOTTOM PLUS DEPTH FOR ANTIFLOATATION.
by
22-V
2
.....
•.YYYY Y.YY.YY
"�
T►
d
■
Elev. A --A
TO ATTACH TRASH RACX TO
RISER DRILL HOLES INTO
TO. OF RISER AM SECURE WTH
O.r X 2.75" STAINLESS STIM
ANCHOR BOLTS. OM75 ARE
SUPPLED BY MANUFACTURER
RISER
A 70 t 2
width cod. B 7O 1 2
C 24 I cod. 8
,. A
4
.w
Elev. B-B
NOTE: CUSTOM SIZES AVANJI Z UPON REQUEST. TO
PROVIDE CUSTOMIZED
rX3' ACCES HATCH
part code- PR t width cods +i.ngth cod.
(m PR1213)
PL4sTic 240 McGhee Road
PEAKED ROOF TRASH RACK sOLUTIONS P.O. Box 4386
Winchester VA 22604
INC. 540-722-4694
www.plasuc-solution.com
FILL MA1GRIAL kJCG �f /
GENERAL NOTES FOR
EMBANKMENT FILL / _ - - l TEMPORARY POOL TOP OF WEIR FOREBAY BERM SHALL �W
ELEVATION = 252.90 ELEVATION = 252.00 CONSIST OF COMPACTED
MATERIAL) .. f.. ............ - - BACKFILL WITH A 24 THICK -
1
LAYER OF CLASS B RIP RAP
ON NON WOVEN FILTER
SHELF SLOPE 10:1 FABRIC
TOP OF WALL TOP OF WALL EL. 251.50 TOP OF WALL
252_ EL. 251.50 EL. 251.50 .. /252
-
! 1� SHELF SLOPE 10:1
PERMANENT POOL POND /\
CONTRACTOR SHALL ELEVATION = 252.00 RETAINING WALLS (TYP) FOREBAY
UTILIZE NATIVE MATERIAL
FOR BACKFILL - - PERMANENT. POOL
BOTTOM OF RETAINING WALLa. \ / ELEVATION 248.50 S \ /`e ELEVATION = 252.00
CONTROL STRUCTURE
BEYOND (SEE DETAILS)`
\ \
\ \
24s
248�..
BOTTOM OF RETAINING
ELEVATION = 248.65
BOTTOM OF POND 6" :DUCTILE IRON BOTTOM OF FOREBAY
ELEVATION = 248.50 12" THICK LOW PERMEABILITY ELEVATION 248.65
MAINTENANCE
FILL
- --- - -- --
- - -- STRUCTURAL FILL IS REQUIRED LL
SHALL CONSIST OF SOILS WITH A USCS DRAINAGE PIPE WITH
CLASSIFICATION OF ML, MH, CL, OR CH 6" GATE VALVE
AND HAVE A PERMEABILITY OF NO
MORE THAN 1X10-5 CM/S. MATERIAL
244 LIKELY NOT AVAILABLE ON -SITE. 244
-0+25 0+00 1+00 2+00 2+70
POND SECTION
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
CONTROL STRUCTURE
4' X 4' PRECAST SOLID
WALL DRAINAGE
STRUCTURE W/ GRATE
OUTFALL PIPE BEYOND
15" RCP INV.= 252.00
PERMANENT POOL ELEVATION = 2
POURED INVERT TO PREVENT -
STANDING WATER
3.0'(W) X 4.0'(L) X 2.5' (H)
CONCRETE ANTIFLOATATION BLOCK
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• • View i
Trash Rack Assembly
PEAKED ROOF
TRASH RACK
24" X 36" GRATE OPENING
ELEVATION 254.30
(1) 8" x 24" WEIR
ELEVATION 252.90
(1) 1.50" DIA.
WATER QUALITY ORIFICE
ORIFICE INV. ELEV. = 252.00
SEE WATER QUALITY ORIFICE
CONFIGURATION DETAIL
4 a, RISER BOTTOM
a 4 '
- d - -.4
a< CON ARETE ANTI-11tOATATION BLOCK
I - - - - 4'-0. -
ORIFICE ELEVATION WET POND CONTROL STRUCTURE DETAIL
N.T.S.
TOP OF GRADE
PLACE AND COMPACT FILL
AS NOTED IN
NOTES: SPECIFICATIONS
78M WASHED STONE (PLACED TO THE
TOP OF THE NEW RCP)
1. DAYLIGHT STONE
NON -WOVEN GEOTEXTILE FABRIC, MIRAFI 14ON
AROUND FLARED END 1y�
OR EQUIVALENT, LAP SPLICE 18" MIN.
SECTION TO DISCHARGE
INTO LEVEL SPREADER 6" MIN. {
2. REFER TO POND BERM
AND OUTFALL PIPE
6 INCH MIN. NCDOT
DETAIL FOR THE 12 MIN. {TYP)
78M WASHED STONE
LOCATIONS OF THIS
TYPE OF TRENCH.
OUTFALL PIPE TRENCH DETAIL-2
N.T.S.
NOTES-.
1.
USE SMOOTH BUCKET (WITHOUT TEETH) TO EXCAVATE PIPE
TRENCH TO SHOWN DIMENSIONS.
2.
REMOVE ALL SOILS LOOSENED BY EXCAVATION FROM THE BOTTOM
OF THE TRENCH.
3.
PLACE 6 INCH THICK MUD MAT (1,500 PSI) PCC WITH ROUGHENED
SURFACE TO PROMOTE BONDING WITH THE SUCCEEDING LAYER OF
LEAN CONCRETE.
4.
ELEVATE 4" AND PLACE WATER TIGHT RCP PIPE, DIAMETER AS
SPECIFIED IN DETAILS.
4._
1'
5.
CLEAN TOP OF MUD MAT OF ANY LOOSE SOIL, MUD, OR DEBRIS.
1.5'
PLACE AND CONSOLIDATE LEAN PCC FILL 1.500 PSI TO SPRING
LINE OF RCP.
6.
PLACE AND COMPACT SELECT FILL IN ACCORDANCE WITH THE
SPECIFICATIONS AS STRUCTURAL FILL.
1.500 PSI LEAN-
7.
REFER TO POND BERM AND OUTFALL PIPE DETAIL FOR THE
PCC FILL
LOCATIONS OF THIS TYPE OF TRENCH.
MUD MAT
OUTFALL PIPE TRENCH DETAIL-1
N.T.S.
Ni
J
LINE TABLE
LINE
LENGTH
BEARING
L1
154.43
N1414'20.37"E
L2
27.44
S75'47'19.33"E
L3
192.16
S5'36'30.24"W
L4
42.89
N 84 31 02.70 W
Curve Table
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C1
69.50'
37.46'
N1 *12'07"W
37.01'
30'52'55"
19.20'
C2
7.50'
15.82'
S43'47'03"W
13.05'
120*51'16"
13.22'
C3
4.50'
6.39'
N35'05'25"W
5.87'
81'23'50"
3.87'
C4
7.50'
11.76'
N50'32'44"E
10.59'
89'52'27"
7.48'
C5
7.50'
12.93'
S35'08121 "E
11.39'
98'45'23"
8.74'
PERMANENT POOL LINE AND ARC DIMENSIONS
N.T.S.
6" PV-C' 6" PN C tee
AS NEEDED TO MAINTAIN Cl-eW g1p8 P1119
12" BETWEEN BOTTOM OF
PIPE AND SLOPE
Outlet box Tempos Amy pool
___-_.____________________________________�------ _____----
17
WATERED Me
■ CONFIGURATIOIJ
..4• J1.
1.5'
COMPACTED FILL
6"
ELEVATE RCP TO PROVIDE MINIMUM 4"
CLEARANCE TO ALLOW FOR CONCRETE FILL
TO FLOW UNDER RCP
EXPOSED SUBGRADE
3. CONTRACTOR TO INSTALL PERMANENT WEIR/ORIFICE WINDOWS AS SHOWN
ON THE CONTROL STRUCTURE DETAIL
4. PRIOR TO FINAL ACCEPTANCE, THE WET DETENTION POND SHALL HAVE
WATER PRESENT IN THE BASIN UP TO THE PERMANENT POND ELEVATION,
5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
6. PORTABLE DIESEL -POWERED PUMP GO - {
DWIN CD150M DRi PRIME OR
APPROVED EQUAL) SHALL BE KEPT AVAILABLE FOR EMERGENCY POND
DRAINAGE.
THESE PLANS ARE FOR THE
CONSTRUCTION OF THE WET DETENTION
POND AND IT'S RESPECTIVE DEVICES
ONLY. THE POND DEVICES INCLUDE THE
CONTROL STRUCTURE, OUTFALL PIPE
AND RIP RAP APRONS.
Know what's below.
Call before you dig.
Em"
Kim1y -Horn
e
an
d Associates Inc
NC LICENSE fF-0102 I
2000 SOUTH BOULEVARD A
SUITE 440
CHARLOTTE, NORTH CAROLINA 2t1203
PHONE: [phone]
704 FAX. ( ) 333-0545
© 2013
C•A R 0
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE: 2/18/2013
PROJECT: 015476215
C-09

1
2
3
4
5
7
A
0
10
12
PLANT _SCH EDU LE
5hiRUl35
CODE
QTY
COMMON NAME
BOTANICAL NAME
CONT
REMARKS
AA
50
Brilliant Red Chokeberry
Aroma arbutifolia 'Br}Ilianti55ima'
3 gal @ 5' oc
FULL
ig
45
Inkberry
Ilex glabra 'Shamrock'
3 gal @ 5' oc
FULL
GROUND COVERS
CODE
QTY
COMMON NAME
BOTANICAL NAME
CONT
REMARKS
IB
3GO
Blue Flag Iris
Iris vircJin}ca
flat @ 18" oc
April I -July 15
JB
345
Soft Rush
Juncu5 effu5U5 pylaei
flat @ 18" oc
April I -July 15
°o o ° ° ° °o ° ° ° °
SL
400
Duck Potato
Sagittaria lanc}fola
flat @ 18" oc
April I -July 15
op°O 0°0 0p600°qp°o
0
°pp60pp°°aooppOo
39 NOTE TO CONTRACTOR: IF GRAPHIC REPRESENTATION OF PLANTINGS ON PLANS DOES NOT MATCH QUANTITIES IN PLANT LIST, GRAPHIC
REPRESENTATION OF PLANTINGS ON PLANS WILL GOVERN.
UANTITY
i
i xx LETTER KEY TYPICAL
i
SHALLOW LAND PLANTING REQUIREMENTS:
2 PLANT SHELF REQUIRES 8 SHRUBS PER 200 SQUARE FEET.
2,427 SQUARE FEET 1200 SQUARE FEET X 8 = 97 TOTAL SHRUBS
c PLANTING PROVIDED: 95 SHRUBS
i SHALLOW WATER PLANTING REQUIREMENTS:
PLANT SHELF REQUIRES 50 HERBACEOUS PLANTS (4" POT)
PER 200 SQUARE FEET.
2,169 SQUARE FEET / 200 SQUARE FEET X 50 = 543 TOTAL HERBACEOUS PLANTS
f PLANTING PROVIDED: 1,105 HERBACEOUS PLANTS
' FOR STORMWATER POND CROSS SECTIONS AND DETAILS
SEE SHEET C-09.
i'
WETLANDS GRADING & PLANTING NOTES:
TAKEN FROM THE UPDATED DRAFT MANUAL OF STORMWATER BEST MANAGEMENT PRACTICES
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND
EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE
THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO PERFORMED
THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING
SEASONS.
4. AT MATURITY, 50% OF THE INSTALLATION MUST STILL BE GROWING AND
HEALTHY.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN
FERTILIZED PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR
GREEN CROPS.
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE
STAKING. CARE SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE TREES
WHILE STAKING. THE STAKES SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS.
8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY
IF HERBACEOUS GRASSES AERATE -COMPETING THE YOUNG WOODY
VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES
OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING MAY
BELARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR
TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE
DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND
LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6".
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO
MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEASON
TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER.
12. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE
INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION
BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE
FREQUENTLY WATERED, FERTILIZED AND SHADED.
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH
VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR
RAPID GERMINATION, SCARIFY THE SOIL TO A HALF -INCH PRIOR TO
HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR
TRAP, THE BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14
DAYS OF THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE
DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB -SOILS,
THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT
VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND
MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT
BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A
TECHNIQUE FOR ESTABLISHING MARSH AREAS BY SPREADING THE TOP 12" OF
WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE OF A
CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST
COLLECTED AT THE END OF THE GROWING SEASON. AS AN ALTERNATE, TOPSOIL
CAN BE COLLECTED FROM THE SITE AND STOCKPILED DURING CONSTRUCTION.
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS
PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY.
17. SEE EROSION AND SEDIMENTATION CONTROL DETAIL SHEETS FOR DESIGN
INFORMATION FOR THE CONTROL STURCTURE, OUTFALL PIPE, AND RIPRAP
APRONS.
BOTTOM OF SHELF ELEVATION: 25
0
6 " MAX
SOD OR SEED
16' CLASS C
3UFFER
PERMANENT POOL ELEVATION: 252
5' SHALLOW WATER PLANTS, TYP. 5' SHALLOW LAND PLANTS, TYP.
10' VEGETATED SHELF WITH DOUBLE HAMMERED MULCH 0 10:1
TYPICAL WET POND VEGETATED SHELF SECTION
N.T.S.
GROUNDWATER NOTE
THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED
SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE
CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR CONSIDERATION FOR ADDRESSING THIS ISSUE.
ADDRESSING THIS ITEM.
ROCK NOTE
t° 130 2,D 1 31513
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Know what's below.
Call before you dig.
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Kimley-Horn
and Associates, Inc
NC LICENSE /F-010z
2000 SOUTH BOULEVARD
SUITE 440
CHARLOTTE, NORTH CAROUNA 28203
PRONE [phone]
FAX [phone]
OC 2013
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