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SURVEY INFORMATION � �? 0
� SCALE 1 " = 20' Z U'
f NMOT84002 BASED ON: BOUNDARYAND TOPOGRAPHIC SURVEY by,,
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NV.OUT:1095.10 . DATED : 09 / 19 / 2008; REVISED 02/16/09 and 04131109 0
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s° SAPA PROJECT # 08-219 Zl ,:�pa�'�rF`'-:r.p : �y'�` COUNTY PLAN CHECKED p3-17-09 WC
POST -DEVELOPMENT 20 0 20 40 60 ' : = = L = STOKES
SCALE 1" = 20' = SEA s sl_A i AS -BUILT - -
23552
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NORTH SCALE 1"=20' 1*11,1f,"',jIII '," 1*11'`,.C. cvv `'�� 5991928fi0979 32_�L�82 DRAINAGE
599�12871109 DELINEATION PLAN
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NCDOT 840.3D
GRATE 109725
GRATE 10%M
GRATE LENGTH: W+F
TRENCH INV :109625
TRENCH INV :1
INV.OUT 1093.55

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05
NCDOT CLASS P;
Specifications for Bionnention RIP RAP CHANNEL
1. Planting Soil GUTTERBIJTRY � Y
The soil shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two
inches. No other materials or substances shall be mixed or dumped within the bioretention area that TOP CURB TOP OFI2•BIOCELL
may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations. The 3 PONDINGDEPTH
cc
planting soil shall be free of noxious weeds. 1 W
The planting soil shall be tested and shall meet the following criteria:
OVERFLOW pH range 5.2 - 7.0
STRUCTURE organic matter 1.5 - 4% (by weight) 5" W
magnesium 35 ib./ac NCDOTABC
phosphorus (phosphate - P20a 75 kb./ac
PONDING WATE4 potassium (potash - 1 85 Ib./ac
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ELEV. GRASS EMBANKMENT soluble salts not to exceed 500 1 O U
GRASS EMBANKMENT Phosphorus index Not to exceed 30 Materials Specifications for Sioretention GEOTEXI-II.ELINER _
Uj to
TOP ELEV. GRASS SURFACE TOP ELEV. All bioretention areas shall have a minimum of one test. Each test shall consist of both the standard Material Spec cation Size Notes a 3 Q
f organic matter, and soluble salts. A
sail test for pH, phosphorus, and potassium and additional tests o g i=looting sol Sand 85 - s_;r396 �:iA � USDA soil types loamy sand, U � LU
1 L— _ _f 1 textural analysis is required from the site stockpiled topsoil. IF topsoil is imparted, then a texture 5 to 4' deep) Gilt 3 - 12°o sandy loam or loamco Kt
3 3 analysis shall be performed for each location where the top soil was excavated. Since different labs Feat Moss '3- b% 4' Uj
\ PONDING DEPTH calibrate their testing equipment differently, al{ testing results shall come from the same testing facility. � . Q 9 4 '
TOP MEDIA ELEVATION �� ��
\, PLANTING SOIL MEDIA The NC Department of Agriculture (NCDA) lab is the preferred testing facility. Should the pH fall out of ;?etextiie ass 'C<" apparent opening NIA For use as necessary beneath
'Z , \ f %,�\\ 85% SAND ASTM C-33 the acceptable range, it may be modified (higher) with lime or (lower} with iron sulfate plus sulfur. Size ;ASTfVi-C}-4751) gra'o tensr a underd=airlw only W
/ ` ti f �'� ti •"i \ / Strength (ASTh1 G 4632) punct re W
10% FINES 2 compaction .. - .3i. ......... ...... . .... .. ... .. ... ..... ...._ _. __._ _
,r f o\�, i; f, ✓ ✓ /\\\ \1 �\ 5% PEAT fut05S OR ORGANIC EQUAL mpa rearstance (ASTM-�t-4a3 # 0 W
ran ravel I RASH I C M-4.; 0 375' to 0 75"
`- `. �, ° J, r ` \ / ,' , 1 /\ ," I f , ,�t1♦ \� �/ \\ nderdraln ng I F 758 Type PS ?S or 4' to ' r q d schedule 40 PVC or 3!8" ed 6" on center 4 holes Z
It is very important to minimize compaction of both the base of the bioretention area and the required p p yp p w
AASHTC A7-278 SDR35 per row rrinfrnum of 3" of gravei over
/ 2 FAIN ` \; \\ \ backfill. When possible, use excavation hoes to remove original soil. If bioretention areas are
�' ,` • a' pipes no; necessary underneath
excavated using a loader, the contractor should use wide track or marsh track equipment, or light I
plpfm
equipment with turf type tires. Use of equipment with narrow tracks or narrow tires, rubber tires with
:n place concrete il' I 3500 ps: 8 mays rnmial NIA On site testing of poured to -place
/ \ ,` , ,f\\ \\ ergs Pugs, or high pressure tires will cause excessive compaction resulting in reduced infiltration rates G 0) M
;' ; `/ \ `ti/`' ec:u:red; weigi;t, air-Enirau'ed reinfa,r.:ng tc concrete required 8 day strengEh 8 b b
4" WASHED SAND �� f ` , �\� \/ �\ FILTER FABRIC and is not acceptable. Compaction will significantly contribute to design failure. Compaction can be meet ASTM ti15 40 slump test: all concrete design (cast NCDOT CLASS"i# RIP RAP W r r
NON -WOVEN TREVIRA #1120 OR EQUAL
alleviated at the base of the bioretention facility by using a primary tilling operation such as a chisel
BETWEEN SAND AND WASHED STONE plow, ripper, or subsoiler. These tilling operations are to refracture the soil profile through the 12 inch n-place o pre -cast) mot using Q
[V Q
I prev usr✓ approved State cx rpca! Q M ri]
compaction zone. Substitute methods must be approved by the engineer- Ratotillers typically do not fi14 O O
� standards requires design drawings t,;EOTEXT1LELlNEt
deep enough to reduce the effects of compaction from heavy equipment. RotatiEl 2 to 3 inches of sand j sealed & approved try a
into the base of the bioretention facility before backfilling the optional sand layer. Pump any ponded professional structural engineer LLI
water before preparing (rototilling) base. When backfilling the topsoil over the sand layer, first place 3 to licensed rR trie State of North Carolina
DEPTHVARIES'
4 inches of topsoil over the sand, then rototill the sand/topsoil to create a gradation zone. BackFll the I - design to include meeting ACI Code
U remainder of the topsoil to final grade. When backfilling the bioretention facility, place soil in lifts 12" to 3`Q RIfl9 vert' gal loading [H-70 or H
#57 WASHED STONE 18 l7a oat use heavy equipment within the bioretention basin. Heavy equipment can be used around 2Q,: alnwrable horizcrtal Iead ng RIP RAP CHANNEL
6" CORRUGATED PVC UNDERI]RAlN the perimeter of the basin to supply soils and sand. Grade bioretention materials with light equipment (tii on soil pressures): and
(PERFORATED) @ a
_ UNDERDRAIN E-AYYOUT zrd AASHT IM-b or ASI M C-33 0 02' to J 04 Sand
potential cracking
I 0.5%. SEE BELOW FOR such as a compact loader or a dazerllaader with marsh tracks. pp ENTRY)
L J CLEANOUTS AT 50' MAXIMUM SEPARATION and shall be mashed Substitutions (L710 # 2
deep] such as C3iabase & Graystone #10 are
3. Plant Installation not acceptable No calcium
carbonated or dolomtic sand
Grasses and legume Areas Shall be sodded. substitutions are acceptable No "rack
II dust'- can be used for sand. Stimmel
' WASHED STONE SHALL NOT BE PLACED UNDER THE UNDERDRAIN TO ENSURE COMPLETE The topsoil specifications provide enough organic material to adequately supply nutrients from natural A}Splov, u _ eat::ty';a�i P-1-3'f";it Documents
cycling. The primary function of the bioretention structure is to improve water quality Adding fertilizers required
Construction t ,t, storm once vr,:t; these documents is
DRAINAGE DURING DRY CONDITIONS. ALL WATER SHALL BE DIRECTED TO THE UNDERDRAIN. defeats, or at a minimum, impedes this goal. Only add fertilizer if wood chips or mulch are used to required require
th atthe sto � r VLI-exit North designer
WASHED STONE DEPTH SHALL BE 8" MINIMUM. amend the soil. RototilI urea fertilizer at a rate of 2 pounds per 1000 square feet. rules require that the stir 1 ce-: system designer
Inspect during cons?r�`:ticr cr:rtify contormlty with tI►e
A 1r...i....1...,:vimemWaternii r 15A NCA C 2,H 1008(I)3 1 010 2
BIOCELL CELL TOP CELL INV OUTLET THROAT INV INV IN INV OUT POND DEPTH
POND VOLUME
Permit #_ Sh/�pgp
STRUCTURE (6° PVC) (RCP)
1 1098.75 1095.58 DI #2 1099.75 1095.58 1093.92 12"
Underdrains are to be placed on a T-0" wide section of filter cioth. Pipe is placed next, followed by the
gravel bedding. The ends of underdrain pipes not terminating in an observation well or clean out shall
be capped.
The main collector pipe for underdrain systems shall be constructed at a minimum slope of 0.5°I°,
Observation wells and/or clean -out pipes must be provided (one minimum per every 1000 square feel
Of Su'f-ce area)
by---.� — --N'C Division of Water
Sheet # P"�''sion mate S a
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Stimmef Associates, PA
Landscape Architecture
Civil Engineering
1554 CF
2
1099,60
1096.43
DI #3
1101
1096.43
1095,45
12"
760 CF
3
1099.60
1096.43
DI #4
1100.60
1096.43
1095.68
12"
743 CF
CONTROL ELEVATIONS ~ FINISH GRADE Land Planning
5, Miscellaneous
601 N. Trade street Suite 200
The bioretention facility shall not be constructed until all contributing drainage area has been stabilized. Winston Salem, NC 27101-2916
1336.723.1067 F7336.723.1069
BIO-RETENTION CELL CROSS-SECTION 6"PVC
116" BEND
WYE
PLUG
OMIT PLUG WHERE Q
110
UNDERDRAIN JOINS HOUSE 2
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\ �� SPACES 7 SPACES = 9.0' x 20.0' 60 ° W a
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6"UNDERDRAIN N / / 34 SPACES = 9.0r x 18.0r @ 60 O
- ❑
UNDERDRA�I PIPE C") 45 2 SPACES 9.0' x 18.0' @ 90
CLEANOUi' (Tl'P) 6 UNDERDR4IN w
PIPE Cam) '� / ❑
\ `
UC _ UC UTILITY INFORMATION LU�0 O SIZE TYPE LOCATION �
Q
Existing 8" Sanitary Sewer line along Vesta Street
SANITARY SEWER Existing 4" Sanitary Service lateral at SE comer along Vesta Street
Existing 6" Waterline along Vesta Street W
WATER Existing 314" Water Service Tap at SE comer along Vesta Street WU
Existing 18" RCP along South Main Street Q �
�U"� I B10—CELL AREA # 2 B10—CELL AREA # 3 STORM SEWER Existing 12" RCP at intersection Vesta Street & Bailey Road J LU Q
SCALE 1 if 10r SCALE 1 rr— 1 0r ELECTRIC Existing Overhead Power along South Main Street w 110
- o i z
Natural Gas Available ti U
GAS Coordinate with Piedmont Natural Gas for location Uj
Q. z o
LENGTH SURVEY INFORMATION Q
LENGTH 3, - 6" 5'
to
5'
BIO—CELL AREA # 1 � 6" BASED ON: BOUNDARREGIONAL AND TOPOGRAPHIC SURVEY by:
REGIONAL LAND SURVEYORS- INC. J �
II 8642 WEST MARKET STREET, SUITE 100 CL C�0
Q i 112" R. CONCRETEFLUNE� BA.CKFILLCURBi uuE NCDOT CLASS "A" RIP RAP GREENSBORO, NORTH CAROLINA 27409 o q Z
SCALE 1 "-1 0' o o�J° 08 Z8n 3" R. s�oPE = o.s% o a� o 0 0 3 PONTOP D DEPTH DATED: 09 / 19 / 2008; REVISED 02116109 and 04/31/09 a
D � o � � , PLAN SCALE: As Noted a
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FLUME ' o0° a 0o RIP RAP 3_ Z l d" GEOTEXTILEUNER
a a a a ¢ i
CITY STATE STATUS DATE BY
� O {{„IFfffr {Iliflfff!
� SECTION B-B0''�., �.��' KING NORTH CAROLINA
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7dg0 �,� T �r• G t{` s OW COUNTY PLAN CHECKED
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' �+ 03-17-09 WC
�`a = w7E� - = � 23552 = STOKES - -
AS -BUILT
Q • ' " 4j':,� -s�gf i r :� TAX PARCEL NUMBER LOCATION CODE NUMBER
r r
PLAN FLUME AND RIP RAP DETAIL •'y.G ;69.••T t.= =. I+ ,.� C-5.2
�'�!� ,� �, � ��g �. 599112872004
E 599112860979 STORNIWATER
'�-''.frrrr{,,,..�, •,fff11i,r„{i�� 32-1482
(B10 # I AND B10 # 3 ENTRY) 599112871101 DETAILS
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PROPOSED
NCDOT ROAD
I-- -- .---.�\r_1 ..� _ _ _ _ �MPROVEMENTS SHOWN
--- (Based o _ FOR ILLUSTRATIVE
- Existing Curt` and Gutter - -- -' -�- n PropOsedy ^x- -=
Desig D'oCUmenti - ~ ~ _ PURPOSES o
Provided-y-C - - - NLY
© EX.CATCHBASITopN
:10 :1094.1' - y 96.05''-- ------
INV
EX.CATCHBASIN /
TOP:10ss.45' FUT()RE N _`-
- INV 11096.N 1 45' - = s CDOT CONCRETE--- -
_ \ INV OUT:1093.7' " -- - - ISLAND - ` ~-
J / 1 " 39
-ti EX.STORM MH 1 if
Existing 38.5' to remain SOUTH r
_._._ ,.... TOP:10s6.75' g ( � 39
INV IN:1093.2' �' -� �,�� r `
-, _
, INV OCiT:1093.0' N
2 --- 3s � -,i� PUBLIC VARIABLE - - _IS TREET
WIDTH IGH - - -
Existin Curb and Gjaer _~. _ _ `- --- -_ RIGHT -OF- -
- . GQ WAY
T ,
EX.18" RCP _ w. "--
EX CURB INLET
fir.`iEX.18" RCP- - TOP'1102 31
8" RGP INV OUT:1098.7' -
�X.1 O 33 -� ._.. EX.18" RCP
FvrpRE
`- = Gu_ ER
Q D D. 0 �--� TYp
R4
t ��.39
531'0340'w ra.aa' - AT _ N32°46'21'E 59.95' N34°00`21"E 74.93' ,r jtw \
rrIX
SET�r ■w i �\\VA'�oy�fiUTIIRJ STORM (TYP)l r
OHE 31°09 tl T IV35°54' S.1)' \\\
�JHE E----OHE-� N 5' LANDSCAPE SETBACK 53"E 69.28' \\\ \ -
OHr� +fir
i� awn
OHE� OH OHE
SHE
--___ ---_� 40 R 18.0' / .. .- "� �� �- OHS OHE
r 30 ® �3d 15 17 ©q 3 33 28 32
N
_ 1 R3.5' �� 1 QFOUND
I
14 i
16
\ 40' BUILDING SETS GrK ,// b �12 19
4 r 1 I 39
24.0' °
1 co
40 38-S3448'34' uv 59.35' -- +
2 p a © it . II L
3 11 6 DRIVE 17
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37 19
10
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YOUK
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McDONALDS - 14
LL
g� Ik a 45-114 BUILDING 32 �N i i w -a r.
dry ! I `- rb 9 '; Y 1 1 p W
a
14
381E 5 v IIr
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37 3 L N
h 01 20.0' cn N 1 f U m cy
Tia7C LOT 599112769897 �3 /Q3 r; 1 9 i 7' m
! 723 SOUTH MAIN STREET a s 0.0' 20,0'
I (WENDY'S RESTURANT) 6.5 6 1$ �� Z � �
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18.0' 180 .' Halo II z r i
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TAX LOT 599112871101 P 17 1 5 " 27 190 r
35 34 0 emE d�° © 91 �"I
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0 40 ; ji
o 31 iy,�' - - ..---S34°48'34"W 57.79'
15 R28 0. 30
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22 0 16 1A \ v r C' �/ 38
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y - - - - - E� 6 LSCAPE SETBACK Ci -
V F ! d�---�=_ -
.___.___ S30° `24"W 210.5T _._.
S30 09124V -Q j 70.0' 35.0 �'o
4. ' (TIE)
46 85.57' 2° VESTA STREET 2 41
40 2 PUBLIC VARIABLE WIDTH RIGHT-OF-WAY
EX.SSMH
TOP:1096.96'
INV OUT:1093.98'
Ex.FIRE HYDRANT 33
TO REMAIN
SS SS �SS 5S SS SS Ex. ABANDONED MANHOLE
EXISTING IMPERVIOUS CALCULATIONS:
BUILDING: 0.195 ac.
15.87 %
PAVEMENT: 0.689 ac.
56.06 %
OPEN SPACE: 0.345 ac.
28.07 %
TOTAL SITE: 1.229 ac.
100.0 %
TOTAL IMPERVIOUS: 0.884 ac. -
71.93 %
PROPOSED IMPERVIOUS CALCULATIONS:
BUILDING: 0.122 ac.
09.93 %
PAVEMENT.0.779 ac.
63.38 %
OPEN SPACE: 0.328 ac.
26.69 %
TOTAL SITE: 1.229 ac.
100.0 %
TOTAL IMPERVIOUS: 0.901 ac. -
73.29 %
,.. -. 11 �.ilirt) and Gutl t
SS SS *4-, SS --- SS SS SS S5 SS SS SS SS SS SS
SITE INFORMATION
SITE ADDRESS:
SOUTH MAIN STREET & BAILEY RD.
TOTAL BUILDING AREA:
5332 SF
ZONING:
B2
calculated at: 1 parking space per
EXISTING USE:
ABANDONED COMMERCIAL
PARKING REQUIREMENTS:
2 employees at
at largest shift plus
1 space per 3 seats.
PROPOSED USE.,
RESTAURANT WITH DRIVE-THRU
MAP REFERENCE INFO:
Tax Lots: 599112872004,
599112860979 & 599112871101
10 employees / 2 = 5 spaces
plus (f/-) 120 seats / 3 = 40 spaces
DB. 399 - Pg.157 / DB. 580 - Pg. 792
45 SPACES REQUIRED
OWNER / CLIENT.•
McDONALD'S USA, LLC
4601 Six Forks Rd - Suite 200
RALEIGH, N. C. 27609
PARKING PROVIDED:
43 STANDARD SPACES
2 HANDICAP SPACES
TELEPHONE: [phone]
45 TOTAL PARKING SPACES
The property is not located in a Special Flood Hazard area as
EXISTING SITE AREA:
1229 ACRES
determined by the State of NC Federal Emergency Management
Agency and as shown on the Flood Insurance Rate Map No.:
3710599100J, Dated: MAY 16, 2006.
IMPERVIOUS AREA:
% OF IMPERVIOUS AREA:
0.901 ACRES
73.29 %
EX. SSMH 0
TOP:1097,97'
INV IN:1092.9' i
INV OUT:1092.8'
EX.CATCHBASIN
TOP:1097.58'
INV OUT:1094.73'
SITE KEY NOTES:
El
CONSTRUCT 2' CURB AND GUTTER PER DETAIL SHEET
EXTENTS OF CURB & GUTTER. TIE INTO EXISTING CURBING AT THIS
POINT AS REQUIRED. G.C. TO COORDINATE WITH MCDONALD'S
DCONSTRUCTION MANAGER TO OBTAIN PERMISSION FOR WORK
OFF -SITE (ON ADJACENT WENDY'S PARCEL) TO TIE CURBING INTO
EXISTING AS REQUIRED FOR NEW SHARED DRIVEWAY CONNECTION.
ASPHALT PAVEMENT PER SOILS REPORT SPECIFICATIONS
aTRANSITION FROM ASPHALT TO CONCRETE PER DETAIL SHEET
EDCONCRETE PAD @ DRIVE-THRU WITH 10' CONTROL JOINTS AND 20'
EXPANSION JOINTS, OR PER SOILS REPORT SPECIFICATIONS
ElCONSTRUCT CONCRETE WALK w/ TILE SURFACE PER McD'S SPECS
El
CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET
ElCONSTRUCT FLUSH CONCRETE H.C. RAMP "TYPE 1" PER DETAIL SHEET
QHANDICAP PARKING SPACE AND H. C. SYMBOL PER DETAIL SHEET TO
MEET ALL A.D.A. AND STATE AND LOCAL REQUIREMENTS,
18 INSTALL H.C. SIGN PER DETAIL SHEET TO MEETALL A.D.A. AND
STATE AND LOCAL REQUIREMENTS_
11 CONCRETE WHEELSTOP AT HANDICAP SPACES - PER DETAIL SHEET
EPAINTED PEDESTRIAN CROSSWALK PER DETAIL SHEET (NOT USED)
IDCONSTRUCT DELIVERY RAMP PER DETAIL SHEET
R14 PAINT 4" WIDE STRIPE, WHITE
ElPAINT 4" WIDE STRIPES, WHITE @ 45° 2'-O" O.C.
ElPAINT TRAFFIC ARROWS PER DETAIL SHEET
17 PAINTED 'DRIVE-THRU' DIRECTIONAL ARROW, YELLOW. COORDIN4 TE
WITH MCDONALD'S CONSTRUCTION MANAGER.
18 PAINT 6" WIDE YELLOW STRIPE ON ASPHALT FROM EDGE OF
CONCRETE DRIVE-THRU LANE.
1g GRILL STALL /PICKUPAREA, PAINT FOUR 4" WIDE STRIPE, WHITE
20 CONSTRUCT CONCRETE DUMPSTER PAD PER SOILS REPORT SPECS
DCONSTRUCT DUMPSTER ENCLOSURE (TO MATCH BUILDING). REFER
TO DETAIL SHEET (TC-1) BY OTHERS FOR MORE INFORMATION.
El8'X 16'STORAGE SHED (PER DETAIL ON SHEET TC-1). EXTERIOR
FINISH TO MATCH THAT OF DUMPSTER ENCLOSURE AND BUILDING.
23 'PLEASE HAVE MONEY...' SIGN SUPPLIED BYAND INSTALLED BY THE
E
SIGNAGE CONTRACTOR_ COORDINATE WITH MCDONALD'S A.C.M.
SINGLE -ARM GATEWAY SIGN (PER DETAIL SHEE7). EXACT QUANTITY
AND LOCATION TO BE DETERMINED BY McDONALD'S CONSTRUCTON
HMANAGER AND OWNER / OPERATOR AT ORIENTATION MEETING.
GALVANIZED ANCHOR BOLTS, (6- ABOVE GRADE), FOOTINGS AND
ELECTRICITY BY GENERAL CONTRACTOR. SIGN INSTALLED BY SIGN
CONTRACTOR. COORDINATE WITH McD'S CONSTRUCTION MANAGER.
MENU BOARD (PER DETAIL SHEET). GALVANIZED ANCHOR BOLTS,
R25 (6- ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL
CONTRACTOR. SIGN INSTALLED BY SIGN CONTRACTOR.
COORDINATE WITH MCD'S CONSTRUCTION MANAGER.
VERTICAL PREVIEW 'PRE -SELL' BOARD (PER DETAIL SHEET).
R26 GALVANIZED ANCHOR BOLTS, (6" ABOVE GRADE), FOOTINGS AND
ELECTRICITY BY GENERAL CONTRACTOR. SIGN INSTALLED BY SIGN
CONTRACTOR. COORDINATE WITH McD'S CONSTRUCTION MANAGER.
CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP AND DRIVE-THRU
E
CANOPY (PER DETAIL SHEET). GALVANIZED ANCHOR BOLTS, (6"
ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL
CONTRACTOR. SIGN INSTALLED BY SIGN CONTRACTOR. COORDINATE
WITH McD`S CONSTRUCTION MANAGER.
3V-0" FLAG POLE - ALUMINUM FINISH POLE AND FLAG (PER DETAIL
28 SHEET). GALVANIZED ANCHOR BOLTS, (6-ABOVE GRADE), FOOTINGS
BY GENERAL CONTRACTOR. POLE INSTALLED BY SIGN CONTRACTOR.
COORDINATE WITH MCD'S CONSTRUCTION MANAGER.
PAINTED 'THANK YOU' LETTERING (PER DETAIL SHEET). COORDINATE
2g WITH MCDONALD'S CONSTRUCTION MANAGER FOR SPECIFICATIONS
AND TO VERIFY FINAL LOCATION.
DIRECTIONAL SIGNAGE (PER DETAIL SHEET). GALVANIZED ANCHCFd
30 BOLTS, (6- ABOVE GRADE), FOOTINGS AND ELECTRIC17YBY
GENERAL CONTRACTOR. SIGN INSTALLED BY SIGN CONTRACTOR
COORDINATE WITH MCD'S CONSTRUCTION MANAGER.
31 REFER TO SHEET C-7 FOR ADDITIONAL DRIVE THRU STAKING INFO.
32 PROPOSED MCDONALD'S ROADWAY SIGN(S) TO MEET ALL CITY Of KING
SIGNAGE REQUIREMENTS (PERMITTED SEPARATELY -BY OTHERS)
PROTECT EXISTING UTILITIES TO REMAIN -TYPICAL. G.C. TO
33 CONTACT ALL APPLICABLE UTILITY COMPANIES TO INSURE THE
UTILITIES ARE PROPERLY SHUT -DOWN PRIOR TO THE START OF ANY
SITE AND/OR DEMOLITION WORK.
34 CONCRETE TRANSFORMER PAD. COORDINATE EXACT SIZE AND EXACT
H
LOCATION REQUIREMENTS WITH LOCAL POWER SERVICE PROVIEER.
PAINTED SIDE BY SIDE DRIVE-THRU DIRECTIONAL ARROW.
35 COORDINATE WITH MCDONALDS CONSTRUCTION MANAGER FOR
DETAIL AND TO VERIFY FINAL PLACEMENT LOCATION.
36 STEEL PIPE BOLLARD PER DETAIL SHEET
37 CONCRETE DRAINAGE FLUME PER DETAIL SHEET
PROPOSED UNDERGROUND STORM DRAINAGE AND STORM WATER
ZMANAGEMENT QUALITY (BIO-CELL) AREAS. REFER TO GRADING P-AN
(SHEET C-5) FOR MORE INFORMATION.
PROPOSED FUTURE NCDOT ROAD IMPROVEMENTS AND FUTURE
39 UNDERGROUND STORM DRAINAGE SHOWN FOR REFERENCE ON1Y
BASED UPON PRELIMINARY DESIGN DRAWINGS PROVIDED BY
NCDOT, OBTAINED MARCH 2O09.
PROTECTALL OFF -SITE PAVING/CURBING (TO REMAIN) FROM
40 CHIPPING OR BREAKING DURING ALL DEMOLITION / SITE WORK
2PATCH & REPAIR ANY EXISTING ITEMS DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
NEW CURB AND GUTTER A T INTERSECTION OF BAILEY STREET AND
SVESTA DRIVE TO MEET ALL CI Y OF KING STANDARDS AND DETAIL.
REFER TO GRADING PLAN (SHEET C-5) FOR INFORMATION
REGARDING NEW DRAINAGE STRUCTURES IN THIS AREA_
SAPA PROJECT # 08-219
0 20 40 60
SCALE 1 "=20'
SEAL =
J. •
doll! Sly �i♦tl •.11
GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OFALL
UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES
ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN
ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE
AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES
AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR
EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM
THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY
DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE
FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES, THE
CONTRACTOR(S) SHALL CONTACT NC ONE -CALL AT 1-800-632-4949 FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL ATLEAST48
HOURS PRIOR TO ANY DIGGING.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE
BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL
VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR
SHALL BE RESPONSIBLE TO VERIFY THATALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF
THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES.
FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL
CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY
SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY
REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE,
COUNTY AND LOCAL CODES.
4_ THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF
EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE,
PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL
PERMISSION 1S GRANTED_
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT
WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND
ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO
CONSTRUCTION OPERATIONS.
7. ALL SITE DIMENSIONS ARE TO THE FACE OF CURB, UNLESS
OTHERWISE NOTED.
8. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE
"CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE
ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE
PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL
REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO
PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
10. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR
TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES.
11. ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE
WITH "THE CURRENT EDITION OF THE STATE DEPARTMENT OF
TRANSPORTATION CONSTRUCTIONAND MATERIALS SPECIFICATIONS"
12. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY,
REAL OR ALLE E
n PERFORMANCE
G DIN CONNECTION WITH THE OF
WORK ON THIS PROJECT, ACCEPTING LIABILITYARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL-
13. SUBJECT PROPERTY 1S NOT LOCA TED WITHIN A SPECIAL FLOOD
HAZARD ZONE AS DETERMINED BY THE STATE OF NC FEDERAL
EMERGENCY MANAGEMENT AGENCY AND AS SHOWN ON FLOOR
INSURANCE RATE MAP NO: 3710599100J, DA TED: MAY 15, 2008.
Z
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A
Stimmel
Stimmel Associates, PA
Landscape Architecture
Civil Engineering
Land Planning
601 N. Trade Street Suite 200
Winston Salem, NC 27101-2916
P 336,723.1067 F 336.7231069
proved Stonmwater Pam-`.' u u :dents
nstruca,r in, accordance will) t-Iese dace. er t, is
uiteG t� tr,a stormwatA
r North Carofin
a
es require that the stormwater system designer
}sect during construction. certify conform#ty with 0
I ns and specs; and cerOli compliance with the
t rmwater rules. (15 NC ,AC: 2'H 1408 (I) ) q
rmit # 5 W�tOgo-20 Date � pl
NC Division of a',er w
ee': » G--3 - six i «,n Date 9
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PAVING SPECIFICATIONSGa
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CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
M
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SPECIFICATIONS.
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NOTE:
0
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McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUESTA
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COMPACTION TEST AND/OR A CORE SAMPLE. 1F TESTS PROVE CORRECT,
a
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PER ABOVE SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF
" w
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McDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
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PARKING INFORMATION
d z�
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v
TOTAL
2 - HC SPACES = 8.0' x 20.0' @ 60'
0-0
SPACES
7 SPACES = 9.0' x 20.0' @ 60 °
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CO a
34 SPACES = 9.0' x 18.0' @ 60 °
45
2 °
SPACES 9.0' x 18.0' @ 90
-
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❑
UTILITY INFORMATION
W
SIZE TYPE LOCATION
Q
Existing 8" Sanitary Sewer line along Vesta Sheet
❑
SANITARY SEINER
Existing 4" Sanitary Service lateral at SE comer along Vesta Street
Existing 6" Waterline along Vesta StreetLU
Cl)
WATER
Existing 214" Water Service Tap at SE comer along Vesta Street
Existing 18" RCP along South Main Sheet
C3❑'r
Z
STORM SEWER
Existing 12' RCP at intersection Vesta Street & Bailey Road
J
1-4
C7
ELECTRIC
Existing Overhead Power along South Main Street
LLJ
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Natural Gas Available
GAS
Coordinate with Piedmont Natural Gas for location
Q
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SURVEY INFORMATION
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BASED ON: BOUNDARY AND TOPOGRAPHIC SURVEY by. -
REGIONAL LAND SURVEYORS. INC.
Q
8642 WEST MARKET STREET, SUITE 100
Cr
GREENSBORO, NORTH CAROLINA 27409
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DATED: 0911912008
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PLAN SCALE: 1 " = 20'
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STREETADDRESS
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SOUTH MAIN STREET & BAILEY ROAD
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¢
CITY
STATE
STATUS
DATE
BY
KING
NORTH CAROLINA
FINAL
03-17-09
KB
COUNTY
PLAN CHECKED
03-17-09
JL
STOKES
AS -BUILT
-
-
TAX PARCEL NUMBER
599112872004
LOCATION CODE NUMBER
C-3
599112860979
32-1482
599112871101
SITE PLAN
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1} t I . . : I .f + y 4�.' ..5. '. `' ..i i I ' j r �'i L1 r• : 1" i�41
,,� '�� I,l. .' S ''f i- -

Ma T +j= 1 '--bc\�# �-+c
�til STORM DRAINAGE DESIGN DATA: r )
- - - ' - - � � STORMFREQUENCY 10 YEAR
��__ _ _��' >,rl
% Al WETLAND NOTE:
! � - -'- ` DRIVEWAY DROP INLET \\\
0�=` l WITH OUTLET IN MIDDLE \\ THERE ARE NO WETLANDS ON THIS SITE.
OF SPAN \\\
/iT_ \\
"Wit- - � ""
InIetID
FROM
LinelD
_- TO
InietTime
(min)
DrainageArea
(ac)
InI
(cfS)
Runot_oeff
(C)
ilnlet
(in/hr)
TotalArea
I (ac)
FlowRate
(cfs)
CapacityFuli
(cis)
VelAwe
(ftls)
LineSize
(in)
L_ineLength
�(ft)
LineSiope
M
DI#2
TO MH# 6
5
0.49
3. 10*
0.E8_
7A
0-73
4.66
6.38
3.79
15
42.0
0.98
CB43
�TO DI#2
5
', 0.24
1.55"
0.86
7.1
1 0.24
1.55
6.47
2.63
15
79.7
1.0
DI #4
CB#5
TO CB#5
T BAILEY AILEY RD�
5
5
0.21
0.25
1.30'�4t__
1.40
7.1
7.1
0,21
0.25
1.30
2.69
8.61
5.61
2.28
4.1Q
15
15
27.0
49.0
1.78
0.76
.�_ B" DI PIPE - PROP " - ROUTED FLOW THROUGH BIOCELL
-`_ O
�_ ROM DD1 �-f \ `` --- PROPOSED NCDpT ROAD t
15"RCP TO TO MH #6 11 ��r- J 4\� B - _j_MPROVEIVIENTS SHOWN
p N
_ MH #1 ` H W
- - --- f-x,stw, i.urb avid Gutter a,�..-..-.. ✓�...r1" _� ,� �`� � $SG'Cf � -rOPo @(jam �" _ _ _FO_R i UST ATf
�__ _ _� , � _ ___
- - - - - - - - - - - - _ ._ -�- .� _... __ _ on P s Design Dacumen LL R VE PURPOSES O
-� _._
ti
NLY
_� _ _
® EX.cATCHBASIN 1 15"RCP- �`r-- J r ==i ded by NCDpT�_ - -- _
FUTURE NCDOT / �` - -- _
CATCH BASIN #45 TOP:1096.05' FROM DI #2 ~ ti
PROJECT # R-220INV OUT:1094.1' �~ '-` -
-`
INV OUT:1092.80 l INSET - �" FUTURE CB ram) ---�- , , ' _ `
EX. CATGHBAS IN ` ~` ,-I--
�
- - - _ - _ T� TOP:1096AV < FUTURE N �' '� ' =Z_ �� -�_ �� `� , t`�
INV IN:1094.0' = ., , 4 CBOT �J
= ;I-% INV OUT:1093.7' /
--t/ EX.STORM MH
_ TOP:1096.75'
INV IN:1093.2' --- - -
r- '�� INV OUT:1093.0'
--I/ '�_ --�-
- ��
ONCRETE ISLAND -- -' ` `_ - -- - ---
`� �•ii ill ! c 'r = 4 M -�. ��r-,J
_ �.J
r- I PUBLIC VARIABLE - - `- RE+ -11 - - _` -
--------- ---- - - �-- -- o r r R --- _ ----
` BLE ~ ` -`
j W D H IGHT_O
_ Q-_-..._,_ 1'-Y,15tinL-i' C13rt- aft(, (;,;i-iL?3 -�� F- ' ` „ -
G _._..µ_ --_ WAY
- _ . N - _ -- T------ __ _._ - _
EX.18" RCP �- - �._._..._
,-- -- __ __ ._ --�---�� _ - -� - . __- T
__ _-__ .____...x -----�_. � � t � 1, rt� _
� �-EX.18" RCP- , - r _
I� �_� _ EXCURB INLET
� / �~
'- TOP: 1102.31
"�-._'.•_:`� INV OUT:109B.T a" RC1.
EX•1 0 �' -
NCDOT8JO5 - -- ~ - - w EX.18" RCP 3\ - _
T 64Q04 r 1.
-
f 1.- y".�. RIM 109705 T:1099.75 ° - .. --- FUTUt? CUR > -
0fl
$ NV.N:109351 W_nea10 58 TTr R TYP) ! ( _
S31°09'a0°W 70.80'ow I I+N.OIff 10935 INV. 1C94.65 WrAL 1, SHT. ; ' /` }'% ~� -�
°w*� 1 N32°46'21"E 59.95' Nt7 :109392 _ - ' N34°OQ'2i"E 7493' I! ���` ma's+ r _ ��
sE
NCDOT B40.30
GRATE 109725
GRATE 1095.80
GRATE LENGTH:3E+�
TRETK I INV 109625
TRENCH INV 1085
NV.OUT 1093_Z
PERMANENT SOD:
ALL UNPAVED DISTURBED AREAS (OR LAWN TO BE
RE-ESTABLISHED) OUTSIDE PLANTING BED TO BE
SODDED W/AN EVEN MIXTURE OF KENTUCY 31, OR
APPROVED EQUAL FOR REGION, SO AS TO PRODUCE A
THICK, FIRM STAND OF GRASS. DO NOT FERTILIZE
SODDED AREAS. ALL AREAS TO BE SODDED TO HAVE
APPROPRIATE SOIL PREPERATIONS, SEE
SPECIFICA T10NS. SOD SHALL BE OF GOOD & HEALTHY
COLOR WHEN DELIVERED. SOD SHALL BE HARVESTED
& DELIVERED W/!N A PERIOD OF 36 HOURS OR
PRECAUTIONS MUST BE TAKEN TO PREVENT SOD
FROM DRYING OUT WHILE IN TRANSIT.
SOD PREPARATION.
1. REMOVE ANY UNDESIRABLE GROUND COVERS
INCLUDING ANY TEMPORARY SEEDING.
2. RIP THE AREA TO BE SODDED TO A MINIMUM DEPTH
OF4-6".
3. REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING
SURFACE SMOOTH AND UNIFORM.
4. PREPARE SOD BASF AS PER A.R.N. STANDARDS.
5. APPLY SOD & IMMEDIATELY STAKFJFLAG OFF ALL
NEW LAWN AREAS FROM PEDESTRIAN & VEHICLES
FOR A PERIOD OF THREE (3) WEEKS.
6. IRRIGATE SODDED AREAS FOR THE 3 WEEK PERIOD.
NC1301 840S6 f O N31 09 0 ° �`\\ , '1oy�FUTURF STORM (Typ) /Z, r -I.-
RIM 109725 011
INV.N 109al 110 - OHE N35 54'S3'E 69.28' .. \\\ TC: 1102.6b 4.
t� ��
NV.N 1093.12 110 K. 1102.16, f /% �.r w
} TC: 1101.00 TC: 1101.08 �- \ \ GyE !` +r // f
BC:1000.50FL ME BC: 1100.58 f �d'c�, ��,� oHE]' -- c�HE I //y
DETAIL 1, SHT. Ce I ''- 1100.25 5 "A Rp �p TC: 1 i 01.70 TC: 1102.00 �,i f ''
�� NLETPROTECTION .��" %� DETAILSHT.C6 BC:1101.20 BC:1101,50 �p� � �; (',' FUTURENCDOT
�` v� ` 1�$� �, 1�'I ; CATCH BASIN #64 GRADING/EROSION CONTROL NOTES:
2.090 _TC. -02.33 PK NAii � ! ,' PROJECT # R-2201
TC: 1098.60 , ` f ° BC: 1101.63 .\tc Foutta } A INV OUT:1097.88 1) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND
I EIMITS OF DI BC: 1098.10 , - DOS .%° - --°- y TC: 1101. 7 • t;' CONSTRUCTION (LIMITS OF DISTURBANCE) IS 1.29 ACRES.
f I BC 11ET1.37 " 1•$% 12% ae t
HEX.0 a, TC: 1102.46 1 i 2) THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL
BC:W+ - 1098. 0 -- s TC: 110D.98 ` \ I 5� �� �Y a x F-4 - BC: 1101.96 TC: 11d2.43 UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT
r ` i•
-a C: 1100.48 \ .� I I " It i I 8C: 1101.93 i NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
DETAL 1, SHT. `, �1Q i a �5�O t �1� } APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
-I.°'
TC: •1102.15
COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS
' L. q I!
T6 1�0D 90 ... .8% BC: 1101.65 � N 1, I NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE
I BC: 1100.40 I �, r � '. ' I TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
-. FLUME � •,, , a9 i rj OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF
I ' �I -` p' E I' ' THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
y 1100.25 % P.� # i:.
` '•r f'• / FLUSH UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR
I Q CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL
`� BC: 1101.48 "� i 101.86
' . CONTACT NORTH CAROLINA ONE -CALL AT 1-800-632-4949 FOR ASSISTANCE 1N
? `1 . i 101.9 __
1 - FLUSH '�7 ; ' ` { r 8 I �� E LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
I t 1 1100.85 TC: 1101.33 >8 �cl�+ (_ D
fI 1 I o BC: 1100.83 ' %" . , I ' ! I' q z 3) SUBJECT PROPERTY IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE
/' # 1 1102.46 I 1. 0 AS DEFINED BY FF.M.A. MAP PANEL NUMBER 3703144537J.
1
I 1.(:11` 1z r i' 0 cC
% TC: 1101,30 ae TC; 4102.3fi � _T 4) ALL GRADING AND BACKFILLING, EXCAVATING, ETC., SHALL BE IN ACCORDANCE
> ; #-
BC: 11 D0.80 _ ��� - TC: 1101.70 i5c 1101.8U` t PrOpose ° 3 . � I i �', Q WITH THE RECOMMENDATIONS SET FORTH 1N THE GEOTECHNICAL INVESTIGATION
1 I BC: 1101.20 t _ I I REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT
7 L ! �., n' . . , M c D O N A L D S l 11 ` _; TRANSFERRED TO THESE PLANS.
/� NLETPROTECTION � _ . �� x 1102.46 45-114 BUIL NG ;' i'` I ..;i N jj { f'"I _j
/ SEEDETAL SHT. � TC: 11 • 35 1 S s 1 TC: 1103.,73 cy Fd ? a m 5 THE EROSION CONTROL MEASURES ARE TO BE 1N PLACE PRIOR TO ANY
$ F�E:1102.46 � i `"' Q )
�" II ♦ C : l i D1.81 BCz E'i D1.66 4 r,- r � BC: 1103-23 L 1� � E I11 1, EARTHWORK.
TC:1102.09 TG:1101.55 i �� Ia :1101.31 9 ,�1' Q
-. __ BC:1101.59 BC:110L05 �`1 " j t 1 ! ,;
' ✓ J 1 ° � FE i U � j! 6) ALL EROSION CONTROL MEASURE'S SHALL 8E MAINTAINED UNTIL DISTURBED
TAX LOT 599112769897 °t NCDOT840.04 / / ) ,_f4 N III 00
_ 1 i AREAS ARE STABILIZED.
723 SOUTH MAIN STREETS / / TC: 1101.76 1 ) 7) ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED ATA
(WENDYS RESTURANT) THRQ4T:1I / 1,�0� BBC: 1101.26 r _.__ 1 ,! i 1 ;
+, co f� MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT.
4 . '. .
lll�
NvoLrr1095.45 TC: 1101.68 TC: 1101.a8 #� r ' -a I _ i
BC: 1101.18 _ - c - 8) ALL PAVED AREAS SHALL 8E KEPT CLEAR OF EARTH MATERIALS AND DEBRIS.
-H6 91d0.98 I' :T 102. 6 �A °` ` rr4 RRA 11 0.1.10 THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO
m ��i
TC: 1101.52%TC: 1101.4�i .. BC; t 101.86 f ; i TC: 1103.33 iVl/, j096. ° i ANY STORM DRAINAGE SYSTEM.
BC: 1101.02 .
TC: 1101.40 BC: 1100.90 ! 1' BG: 1102.83 .I
�;{ BC: I I00.90 FLUSH 1102 46 ° " ,, : o� , 9) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
8 I - 1100.85 1101.96 c.., 1 C' I.A. • ti� MATCH EX. f CONSTRUCTION ENTRANCES.
` BC: +/- 1100.68
I BC^11 2 1
�p Rqp ? i 10) PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED
/ TC: 1102.36 < 1,3% _ � a 1 L 15 1. SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
�T �4 ` �; BC: 1101.®6 110 i ' �- I GRADING; AND A PERMANENT GROUND COVER FORALL DISTURBEDAREAS WITHIN
II 2. , . f I
46 `D ,; •` ", DETAIL 3 SHTT C8 , I 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
TAX LOT 599112871101 j TC: 1102.37 11� , �y W e 10 s I' y ' ' ! COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
\ BC: 1101.87 1 3 r # .1 ' r �t . ; ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE
1`C. 11 p2.50. .. M �'^ I : ` SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED INACCORDANCE WITH:
/ T . 1101.84 BC: )102.00 - .1 / P �i _ A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST
C: 11D1.34 1
�F ; REQUIRED FOR INITIAL ESTABLISHMENT.
` n " #� r 1' r f B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT.
TC: 1102.77 TC: 1102.56 6 a ,�r,0 O t,
' BC: 1102.17 TC: 1101.96 BC: 11 p2.p6 / 3f$ � 1 C. VARIETIES ro BE sEEDED:
In TC: 1101.97 ry i { 1. SPRING SEEDING: MARCH 1 - APRlL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT.
�h°xP BC: 1101.46 TC: 110f.33 k' �C7$oe r 8C: 1101.47 '- ­1114 NCDOT84rjA4 ' 2. SUMMER SEEDING: MAY 1 -AUGUST 1; WEEPING LOVE GRASS AT 2 pZ.PER SQUARE FOOT
BC: 1101.83 '�/ j��] MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING.
I _,,,; , ,-..-_,.. _.. _ +
Isr O ; ' ^ ',� -� , `"-' �� 3 THROAT:1100. 1"
3. ASPHALT MULCH 6 GALLONS PER 1, 000 S F. ALL SEEDING WILL BE MULCHED.
�N
,.
NV.IN 6 1096.
�-
j0 y - , - .' > : 11 1 98` s\ NV,OUf:1095.68 •i 11) ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST
G
\� . e^ I - BC: 11 1.43 I BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK.
i' • TC. 11'02.58 1 o41 4.0% TC: 1102.85. 1 PROTECTION � . � � �
TC: 1102.72 BC:'l102618 `�� BC: 110 ! SEE DETAIL, Q 12) PRIOR TO CONSTRUCTION, G.C. TO VERIFY THATALL ENCROACHMENT,
�lr -
-" C: 1102.22 F 4 ____ TC: 1103,00 C�'1 62.2 � pj� 1 BUILDING, GRADING, UTILITY AND EROSION CONTROL PERMITS ARE ON FILE WITH
BC: 1102.50 �r,°�� B�11 ©1 �� / ALL APPROPRIA TE A GENCIES AND PERMITS ARE AVAILBLE ON -SITE.
�` 1 10 ­ / 01 MATC -1 EX.
��- a o FLUME / / 13) G.C. TO VERIFY PROPER COVER OVER ALL EXISTING UTILITIES WITH PROPOSED
,' ' \� 110D.90 BC. +1- 10J8.54 . i= GRADES. PROVIDE SLEEVING FOR ANY UTILITIES IN PAVED AREAS.
1�!// o �, 4g� TC: 1101.95 TC: 1101.75 � . � . - g'S
I its Y �` BC: 1101.45 C: 1101.25 . Q
,� f 0°la - �� - 14) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION
\ - 12,6 m 1 ! 0 i --� DEIAIL 1. SNr• `41 STANDARD SPECIFICATIONS AND STANDARD DETAILS AND NC EROSION AND
5 17'04"W t 110 SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CONFLICTS BETWEEN THESE
__ _�._ °
IT FROM THE PPLYING THE MOST
rn ti� .._ __ - r -•- �.." �yHTHE w STRINGENT REQUIREMENT DETERMINED BY THE ENGINEFR.A
\ +GRADW \\
_ ___ _ "„�. "a .. _.__
.-� ._.�-____.__.__.__w _.. S30°09'24"W 210.5T _ -0F WAY.
_._._. _____ _. _,_._. M ----- - - '----• ---- -__15) ALL BORROW WILL COME FROM A SITE OR SPOIL WILL BE PLACED ON A SITE
s30°ogz4w �ATCH EX. MATCH EX. Q 6CLASS"A RP RAP MATCH EX �`DETAL1,SIiT.PERMITTED 8Y THE STATE OR LOCAL JURISDICTION- BORROW FROM OR SPOIL TO
4.sn' (TIE) BC: +I- 1099.00 BC: +/- 1099.00 DEI•AL� CZ BC: +1- 109BL20 NCDOTB40� ', AN UNPERMITTED SITE BECOMES THE RESPONSIBILITY OF THE CONTRACTOR.
l VESTA STREET 1097 Q ' CONTRACTOR MUST HAVE APPROVAL OF THE OWNER AND LOCAL EROSION
" ., INV. .10% CONTROL INSPECTOR BEFORE UTILIZING ANY UNPERMITTED SITES FOR BORROW
,,. )X ..- -. ..... - PUBLIC VARIABLE WIDTH RIGHT-OF-WAY •N 1095.10 . INLEFPROTECTION '`'^ -,,.. `N - OR SPOIL.
`r ' " ;,Y. INV.OUT:1p95°10 , ' SEE [ A{L , SPIT.
EX.SSMH Ex.FIRE HYDRANT � 16) ALL STOCKPILE AREAS ARE INTENDED TO DRAIN TO AN APPROVED SEDIMENT
TOP:1096.96' TRAPPING DEVICE AND BE WITHIN THE LIMITS OF THE DISTURBED AREAS SHOWN.
TO REMAIN ..... __ _ ....-.... -.-___ ...__ _.-.. EX. SSMH o
INV OUT:1093.9$' _ _ -_e _-�..__.--. __.., ; .,urt, �_ncr i Ut r, _---.,_.-__.,.__^.� �_ _ _ �._-w __ __-W - -.----... .. __!7 `
__ _�_ _ .--= _ - _ _ _ _-____. _ ___.__m-___ . _ -- I1 ; TOP:1097.97' 17) G.C. RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO
E /: ; INV IN:102.9' MINIMIZE EFFECTS ON ADJACENT PROPERTIES DURING CONSTRUCTION.
_� © t INV OUT:1092.8'
. 1
SS ----- 5S S5 s5 S5 sS 5S 55 SS S5 S5 18) ALL DISTURBED AREAS NOT OTHERWISE DELINEATED FOR BUILDING, PAVING,
SS SS SS S5 SS SS s5 5S SS EX.CATCHBASIN SOD, OR RIP -RAP SHALL BE PERMANENTLY SEEDED IN ACCORDANCE WITH SPECS.
EX. ABANDONED MANHOLE TOP:1097.58'
INV OUT: 1094.73' 19) THE DISPOSAL OF DEBRIS IS NOT ALLOWED ON SITE.
EROSION CONTROL SEQUENCE: 20) ALL AREAS TO RECEIVE PAVEMENT SHALL BE GRAVELED IMMEDIATELY UPON
COMPLETION OF GRADING.
GENERAL CONTRACTOR TO INSTALL ALL TEMPORARY OR PERMANENT EROSION AND 5) INSTALL STORM DRAINAGE STRUCTURES AND INLET PROTECTION. IF GRATE IS NOT *PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS. FOLLOWING COMPLETION OF 21) CROSS SLOPES ON ALL WALKS SHALL NOT EXCEED 1.8% (UNLESS OTHERWISE
SEDIMENT CONTROL DEVICES AND MEASURES AS CALLED FOR AND AS NEEDED IN A T GRADE PROVIDE WEEPHOLES FOR DEWA TIERING. BIOCELL INSTALLATION MUST ANY PHASE OF GRADING, PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING NOTED) AND G. C_ TO INSURE NO PONDING IS TO OCCUR ON ANY PAVED SURFACE.
ADVANCE OF EROSION CONTROL PROBLEMS. G.C. RESPONSIBLE FOR NOT ALLOWING NOT COMMENCE UNITL ENTIRE SITE IS STABILIZED. DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
SEDIMENT TO LEAVE THE SITE. DEVELOPMENT. 22) ALL AREAS WITH 2:1 SLOPES OR ERODABLE SLOPES SHALL BE COVERED WITH
6) BEGIN BUILDING CONSTRUCTION. EXCELSIOR MATTING OR APPROVED EQUAL. INSTALL PER MANUFACTURERS SPECS.
GENERAL CONTRACTOR TO: ' G.C. TO MUCK -OUT LOW AREAS PRIOR TO PLACING NEW PAVEMENT - TYP.
7) FINE GRADE, INSTALL CURB AND GUTTER AND THEN STONE PARKING LOT
t) OBTAIN GRADING PERMIT FROM NCDENR LAND QUALITY SECTION, MOORESVILLE " REMOVE TEMP. EROSION & SEDIMENT CONTROL DEVICES & MEASURES UPON COMPLETION OF PROJECT. SAPA PROJECT # 08-219
REGIONAL OFFICE. 8) SEED AND MULCH ALL DISTURBED AREAS.
" THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT EROSION AND SEDIMENT 20 Q 20 40 60
2) CLEAN ONLY ENOUGH TO INSTALL SILT FENCE, 51LTFENCE OUTLETS, AND IV) ONCE SITE IS STABILIZED, CONSTRUCT 3IOCELL AREAS. SEDIMENT LADEN WATER CONTROL MEASURES AFTER S1TE DEVELOPMENT.
CONSTRUCTION ENTRANCE. ENTERING A BIOCELL AT ANY STAGE WILL CAUSE BIOCELL FAILURE
THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT GROUND COVER AFTER SITE
3) BEGIN CLEARING REMAINDER OF SITE. • INSPECT AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY DEVELOPMENT.
BASIS AND INSPECT AND REPAIR IMMEDIATELY FOLLOWING ANY RAINFALL. REPAIR /
4) BEGIN ROUGH GRADING WHILE MAINTAINING EROSION CONTROL DEVICES IN REPLACE ALL DETERIORA TIED MATERIALS. • G.C. IS RESPONSIBLE FOR STABILIZATION OF ALL EXPOSED GRADES WITHIN 21 WORKING DAYS,
ACCORDANCE WITH MAINTENANCE PLAN AND THE N.C. EROSIONAND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
SCALE 1 "=20'
TEMPORARY SEEDING:
SITE INFORMATION
SITE INFORMATION
INTERSECTION OF SOUTH MAIN STREET
S1TL`' ADDRESS:
AND BAILEY ROAD AND VESTA STREET
FINANCIALLY
CHERYL HONEYCUTT cJa McDONALD'S USA, LLC
RESPONSIBLE
4601 SIX FORKS ROAD -SUITE 200
CONTACT.'
RALEIGH, N.C. 27609/Tel.#: [phone]
ZONING:
B2
EXISTING USE:
ABANDONED COMMERCIAL
PROPOSED USE:
RESTAURANT WITH DRIVE-THRU
Tax Lots: 599112872004, 599112860979 &
MAP REFERENCE:
599112871 t01
D8.399 - Pg.157 / DB.580 - Pg. 792
THE PROPERTY IS NOT LOCATED IN SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY THE FEMA COMMUNITY
PANEL NO 3710599100J, DATED: MAY 16, 2008
FOR LATE WINTERIEARLY SPRING:
MULCH:
SEEDING MIXTURE
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT
SPECIES: RATE (LBIACRE):
NETTING (APPLIED AT A RATE OF 350 GALLONS PER ACRE), OR A MULCH
RYE (GRAIN) 120
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
ANNUAL LESPEDEZA 50
AS A MULCH ANCHORING TOOL.
(KOBE IN PIEDMONT &COASTAL PLAIN, KOREAN IN MOUNTAINS)
MAINTENANCE:
SEEDING DATES:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MOUNTAINS--FEB. 1 -MAY 1
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PIEDMONT-JAN. 1 -MAY 1
FOR FALL:
COASTAL PLAIN -DEC. 1 - APR. 15
SEEDING MIXTURE
SOIL AMENDMENTS:
SPECIES: RYE (GRAIN) RATE (LBIACRE): 120
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,1300 LBIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-14-10 FERTILIZER,
SEEDING DATES: SOIL AMENDMENTS:
MULCH:
MOUNTAINS-AUG, 15 - DEC. 15 FOLLOW RECOMMENDATIONS
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW 8Y TACKING WITH ASPHALT
PIEDMONT AND COASTAL PLAIN- p�� ACRETESTS
AUG. 15 -DEC. 30 AGRICULTURAL LB
NETTING (APPLIED AT A RATE OF 350 GALLONS PER ACRE), OR A MULCH
LIMESTONE AND 1,000 LB PER ACRE
ANCHORING TOOL. A 015K WITH BLADES SET NEARLY STRAIGHT CAN BE USED
MULCH: 10-10-10 FERTILIZER,
AS A MULCH ANCHORING TOOL.
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT
SOIL AMENDMENTS:
NETTING (APPLIED AT A RATE OF 350 GALLONS PER ACRE), OR A MULCH
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER.
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
MAINTENANCE:
REFERTILIZE IF GROWTH 15 NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY TOPDRESS WITH 50
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
LBIACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
FOR SUMMER:
COVER BEYOND JUNf 15 OVERSEEO WITH 50 LBlRCRE kOBE (PIEDMONT AND
COASTAL PLAIN) OR KORrA (MOUNTAINS) LESPEDEZA IN LATE FFBRUARY OR
SEEDING MIXTURE
EARLY MARCH
SPECIES: GERMAN MILLET RATE (LBIACRE)', 40
SEEDBED PREPARATION:
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED S;JDANGRASS MAYBE
1. RIP AREA TO BE SEEDED TO A MINIMUM DEPTH OF 4.6 INCHES.
SUBSTITUTED A7 A RATE OF 50 LBIACRE.
2. REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE SMOOTH
SEEDING DATES: P#EDMONT-MAY 1 - AUG. 15
AND UNIFORM.
MOUNTAINS -MAY 15 - AUG. 15 COASTAL PLAIN -APR 15-AUG. 15
3. APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND
SOIL AMENDMENTS:
SUPERPHOSPHATE UNIFORMLY AND MIX WITH THE SOIL.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,40 LBIACRE GROUND
4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER THE SEED
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FEFTILIZER.
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
-
5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
EROSION CONTROL MAINTENANCE PLAN:
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABItlTYAND FUNCTION EACH WEEK AND FOLLOWING
EACH RAINFALL EVENT.
2. REMOVE ALL 51LT/SEDIMEIVT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME HAS REACHED 50% OF CAPACITY.
3. REMO VE ACCUMULATED S!L T/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATELY
0.5' REPAIR AND REPLACE SIL T FENCE AS NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS 1MMEDIATELYAFTER CONSTRUCTION INCLUDING "CLEAN'WATER DIVERSION
BERMS. RE -GRADE/ REPAIR BERMS AS REQUIRED.
5. CONTRACTOR SHALL APPOINT AN ONSITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE
PROVISIONS OF THE GENERAL NPDES STORMWA TER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES.
GRADING/EROSION CONTROL LEGEND:
Tc:11a1.00 PROPOSED SPOT ELEVATION
BC',1140.50 `� (TOP OF CURB ELEVATION)
`(BOTTOM OF CURB ELEVATION)
114 PROPOSED CONTOUR
$Luk DRAINAGE SLOPE ARROW
F.
-��` � Iz ' TEMP. CONSTRUCTION ENTRANCE
'-��?t
aj`� � 0 REFER TO DETAIL ON SHEET C-8
SILT FENCE
SF REFER TO DETAIL ON SHEET C-8
TEMPORARY INLET PROTECTION
IP REFER TO DETAIL ON SHEET C-8
­_.m ,..._.,w LIMITS OF DISTURBANCE (DENUDEpLIMITS)
Va
;
EXISTING IMPERVIOUS CALCULATIONS:
BUILDING:
0.195 ac.
15.8;
PAVEMENT.'
0.689 ac.
56.0E
OPEN SPACE:
0.345 ac_
28.0
TOTAL SITE: 1.229 ac. 100.0%
TOTAL IMPERVIOUS: 0.909 ac. - 73.29
,,,i� �to+rrrirrrr r r ,`,��t1tarirrrry r
4�' 0[tP 0 R,4 T''tia� ` �'
= SEAL SEAL ri =
23552 _
PARKING INFORMATION
TOTAL
SPACES
45
2 - HC
SPACES =
8.0'
x 20.0'
@
60 °
7 SPACES = 9.0' x 20.0` @
60 °
SPACES @
60'
=18A'
2 SPACES 9.0' x 18.0' @
90 °IX
VICINITY MAP - n.t.s.
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Landscape Architecture
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Land Planning
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SIZE TYPE LOCATION
Existing 8" Sanitary Sewer line along Vesta Street
SANITARY SEWER
Existing 4" Sanitary Service lateral at SE comer along Vesta Street
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Existing 6" Waterline along Vesta Street
WATER
Existing 3/4" Water Service Tap at S€ comer along Vesta Street
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STORM SEWER
Existing 12"RCP at intersection Vesta Street &Bailey Road
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Existing Overhead Power along South Main Street
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SURVEY INFORMATION
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03-17-09
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03-17-09
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STOKES
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TAX PARCEL NUMBER
LOCATION CODE NUMBER
C-5.0
599912872004
599112860979
32- 1 482
GRADINGfEROS10N
59911287� 101
CONTROL PLAN
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EX.CATCHBASIN
TOP:1096.05'
INV OUT: 1094.1'
EX. CATCHBAS I N
TOP:1096.45'
INV IN:1094.0'
INV OUT:1093.7'
FORM MH
1096.75'
4:1093.2'
'UT:1093.0'
PROPOSED NCDpT R
�s
— , Existing Curb and Gutter
CDOT
5IN #0O20
f6.75'
093.2'
-:1093, 0'
TAX LOT 5%11276M7
'723 SOUTH MAIN STREET
(WENDY'S RESTURANT)
1 2871101
1 — SS
NCDOT 84M
GRATE 109725
GRATE 1t1 M
GRATE LENGTH: 4
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5 rn ter Permit Documents
wu{ i 'tier r 3vet 1�nce a-ii , these documents is
requirr tS i tP, tOrmwaU r CSrr,0 North Carolina
rules racquiF that the storrr,:aater system designer
Inspect d; ", lg cans?rL ronfQrmi
Vans end c,r� ecs, ajjd Curti,(" � ' tY with the
r r.;�,7,chance with the
stormwater rules ( 1 bA N,,�A�, _}H t C)tB 1 I ) )
Permit q!`030 _ Dante_
by__ �_�,..._.._ NC. `)€viS10,, O!~1N`a71e t� ality
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`i" � pApIMPROVEAA T7C_1
= — ENTS SHOW — _ _ _ _
{Base = --= = _— N Fp
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FUTURE CB (fYP)�
FUTURE NCppT CONCRETE ISLAND
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RIABLE WIDTH RIGHT -'OF- _ — '
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PUBLIC VARIABLE WIDTH RIGHT-OF-WAY
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PROJECT # R
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Stimmel Associates, PA
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601 N. Trade Street Suite 200
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SUB REGI N #2 '- >! �,
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RIM 1101.10 �� 50.2% GRAS OPEN, FAIR ,�' 45.3�/0 �� I z v 7
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PRE -DEVELOPMENT
SCALE 1" = 20'
TOP:1097.58'
INV OUT:1094.73'
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SAPA PROJECT # 08-219 �,.•�oR .......
POST DEVELOPMENT 20 0 20 4o so = - 9�=
SEAT = = ' SEAL =
SCALE 1" = 20' s SEAL : _ 23552 `
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SPACES = 8.0' x
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SPACES = 9.0' x
20.0'
@
60 °
SPACES
34
SPACES = 9.0' x
18.0'
@
600
4 5
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2
SPACES = 9.0' X
18.0'
@
90
SURVEY INFORMATION
BASED ON: BOUNDARY AND TOPOGRAPHIC SURVEY by:
REGIONAL LAND SURVEYORS. INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
DATED: 0911912008
PLAN SCALE: 1 " = 20'
STREETADDRESS
SOUTH MAIN STREET & BAILEY ROAD
CITY STA TE
KING NORTH CAROLINA
COUNTY
STOKES
TAX PARCEL NUMBER LOCATION CODE NUMBER
599112872004
599112860979 32-1482
599112871101
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AS -BUILT
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C-5.1
DRAINAGE
DELINEATION PLAN

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NCDOT CLASS A
Specifications forBioretention RIPRAPCHANNEL
GtfER ENTRY
1- Planting Soil, m Y
The soil shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two TCPOF128i0Cf1L
Inches. No other materials or substances shall be mixed or dumped within the bioretention area that TOP CURB
may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations. The 3 PONDIN' DEPTH
planting soil shall be free of noxious weeds. 1
The planting soil shall be tested and shall meet the following criteria: 17
OVERFLOW or range 1.5 - % 5'
organic matter 1.5 - 4 � (by weight)
STRUCTURE magnesium 35 Ib.lac NCDOTABC
phosphorus (phosphate - P205 75 lb./ac (q
PONDING WATER potassium (potash - K20) 85 IbJac
ELEV. GRASS EMBANKMENT soluble salts not to exceed 500 ppm U0
GRASS EMBANKMENT Phosphorus index Not to exceed 30 Materials Specifications for Sioretention GEOTEXTILEUNER 0
TOP ELEV. GRASS SURFACE TOP ELEV. Aii bioretention areas shall have a minimum of one test. Each test shall consist of both the standard Material Specification Size dotes O
soil test for _. U U
1 L— textural analysis r ired from the stockpiled tapso 1 of
organic
is imported, astexture ?tan to 4s to Sand 85 - 8896 NIA USC3A see types loamy sand
P phosphorus, P 9
1 ep) Slit 8 1'6k sandy looir or loarr co 3
3 3 analysis shail be performed for each location where the top soil was excavated. Since different labs feat Moss 3- 5% i 4' LU LLJ
r\\\,
PONDlNG DEPTHcalibrate their testing equipment differently, alltesting results shall come from the same testing facility. \PLANTING SOIL MEDIA The NC Department of Agriculture (NCDA) lab is the preferred testing facility. Should the pH fall out of +eotextle C€ass `C' - apparent opemrg NfA. I For use as necessary beneath UJ
TOP MEDIA ELEVATION\ 85% SAND ASTM C-33 the acceptable range, it may be modified (higher) with time or (lower) with iron sulfate plus sulfur. Size (ASTM-D-47511. grab tensile underdrams only
\\�\\ \\ \ \\ \ \ \\\�•� 10% FINES Strength (ASTM D 4632) Puncture
\ \ \ �\ \ \ \ ti 2. Compaction resistance (ASTM D-463.3) 2
/� �� \\ \e� ` 5% PEAT MOSS OR ORGANIC EQUAL nder&nIn. gravel AASHTO M-43 0 375" to 0 75'" -
/. yP._... .� ._... -
\\ \, \" `\\ \\` \�" \\�j\\��\\�\\\%\\jjr \\\ \\� \ �`\\! \\ 0 \ o It is very important to minimize compaction of both the base of the bioretention area and the required nderdrarn piping F 75ti T e PS e8 or 4" to 6 rigid schedule 40 P'JC or 3/8" perl @6' en center 4 holes
\ \i� \ \\ 1�\\ ��\ \ r\\ �\ \/�\ AASHTO M 278 SDR35 per row ntim-mum of 3" of ravel over
\\ �\ \'\\; '\\ \\\,\ \ 2 MiN. \ ,\ \ \ f back(It. When possible, use excavation hoes to remove anginal sail. If bioretention areas are g
\\ \\� \��\r \\ \� \°- \\ f\��1 excavated using a loader, the contractor should use wide track or marsh track equipment, or light pipes. not necessary inderneath
equipment with turf type Gres. Use of equipment with narrow tracks or narrow tires, rubber tires with �R
\ \\ %\� \\ large lugs, or high pressure tires will cause excessive compaction resulting in reduced infiltration rates -ou eci ,n pace concrete ; t t'c = 3500 ps days normaE IJIA On"site testm of poured -in -place
4" WASHED SAND \ \ f \ \\ /\� \\ /f \\ ' FILTER FABRIC -equ red; weight, air-Fntrrained, fe nforang to concrete required 28 day sA ength 3
\ \/ \�\ \ \/\ and is not acceptable. Compaction will significantly contribute to design (allure. Compaction can be 6pa
meet ASTM,615-60 slump test, all concrete design (cast- NCDOTCLASS"A"RiPRAP W
NON -WOVEN TREVIRA #1120 OR EQUAL alleviated at the base of the bioretention facility by using a primary tilling operation such as a chisel in -place f-
or pre -cast) rtor+ using Q N
BETWEEN SAND AND WASHED STONE plow, ripper, or subsMer. These tilling operations are to refracture the soil proCe through the 12 inch
compaction zone. Substitute methods must be approved by the engineer. Rototillers typically do not till standards
approved State or local O
_ig standards requires design drawings GEOTEXTILELINER
deep enough to reduce the effects of compaction from heavy equipment. Rttotill 2 to 3 Inches of sand sealed & approved by a
0 dO Q Q Wit/ �O 0 into the base of the bioretention facility before backfilling the optional sand layer. Pump any ponded professional structural engineer [_U e--
�DEPTH'VARIES' Op water before preparing (rototilling) base. When backfilling the topsoil over the sand layer, first place 3 to ff licensed it the State of rJorth Catolrna
4 inches of topsoil over the sand, then rototill the sand/topscA to create a gradation zone. Backfill the E - design to include meeting ACI Code
remainder of the topsoil to final grade. When backfilling the bioretention facility, place soil in lifts 12" to i 35C R189 vertical loading [H-10 or H- Y`
#57 WASHED STONE 6" CORRUGATED PVC UNDERDRAIN . y equipment 10'Do not use heavy within the bioretention basin. Heavy equipment can be used around 1201, allowable horizontal loading Q1 RIP RAP CHANNEL
and AA5HT0-IV-8 or ASTf/I-C-33 G 02" to 0 04" analysis
shall be encracking
S
the perimeter of the basin to supply soils and sand. Grade bioretention materials with light equipment (based on soil pressures): and
(PERFORATED} @ Q.5%. SEE BELOW FOR i
L � such as a compact loader or a doaerlloader with marsh tracks. y potential - cracking (Bf0 # 2 EN TR Y)
UNDERDRAIN LAYOUT I
CLEANOUTS AT 50' MAXIMUM SEPARATION ubshr utions
,, deep] such as Diabase & Graystone 410 are
not acceptable No calcium
3. Plant Installation carbonated or dolomitic sand
Grasses and legume Areas Shall be sodded, dLbsf Notut ens are acceptable. o 'rock
dust" ', Stimmel
can be used for sand.
* WASHED STONE SHALL. NOT BE PLACED UNDER THE UNDERDRAIN TO ENSURE COMPLETE The topsoil specifications provide enough organic materiat to adequately supply nutrients from natural (='' I �:: ;' r Pe fi ,;t 00t;ulnents
DRAINAGE DURING DRY CONDITIONS. ALL WATER SHALL BE DIRECTED TO THE UNDERDRAIN. cycling. The primary function of the bioretention structure is to improve water quality. Adding fertilizers req r"€` r p r ci':,e documents is
defeats, or at a minimum, impedes this goal. Only add fertilizer if wood chips or mulch are used to rulus ryy, ilc, ti;.;_ tj; (tJ- :t�f_ ryr .. North Carolina
WASHED STONE DEPTH SHALL BE 8" MINIMUM. amend the soil. Rototill urea fertilizer at a rate of 2 pounds per 1000 square feet. Inspi"(1 rtv. „c �,„
r,w,+ r system designer
e u_I__��e__�2Dlir7nr-a Willi Ili.,
BIOCELL CELL TOP CELL INV OUTLET THROAT INV INV IN INV OUT POND DEPTH
POND VOLUME
slvrinwaler rules r r: r # , ""
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Permit ,SW q p q
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STRUCTURE (6" PVC} (RCP)
Underdrains are to be placed on a 3'-0" wide section of filter cloth. Pipe is placed next, followed by the
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by
1554 CF
1 1098.75 1095-58 DI #2 1099.75 1095.58 1093.92 12
gravel bedding. The ends of underdrain pipes not terminating in an observation well or clean out shall
----..I of Wate aLt�Jity
Sheets C`s, Z
Stimmei Associates PA
I
2 1099.60 1096.43 DI #3 1100.60 1096.43 1095.45 12"
The main collector pipe for underdrain systems shall be constructed at a minimum slope of 0.5%.
Date.,��ZG/b�
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760 CF
3
1099.60
1096.43
DI #4
1100.60
1096A3
1095.68
12'
743 CF
Observation wells and/or clean -out pipes must be provided (one minimum per every 1000 square feet
Civil Engineering
iLand Planning
CONTROL ELEVATIONS 5. Miscellaneous FINISH GRADE601 N. Trade Street Suite 200
The bioretention facility shall not be constructed until all contributing drainage area has been stabilized. Winston Salem, NC 27101-2916
P:336.723.1067 F:336.723.1069
BIO-RETENTION CELL CROSS-SECTION 6"PyC
118" BEND
WYE
PLUG
1 O OMIT PLUG WHERE Q
UNDERDRAIN JOINS HOUSE Z
CONNECTION ai r-°n
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6" uNDERDRAIN WZE
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UNDERDRAIN UNDERDRAIN CLEANOUT
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UNDERDRAIN / D• PARKING INFORMATION Q
CLEANOUr
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\ �� TOTAL
SPACES 7 SPACES - 9.0' x 20.0' @ 60 °
8,r1 M'�pr�p�q�l 1 1 0 34 SPACES = 9.0' x 18.0' @ 60 ° �
UNDER 41 R/ CIFW?) yr a ry / lc
\ 45 2 SPACES — 9.0 x 18.0 @ 90 U a
CL.EANOUf {Tl€'P} � PIPE �} 6" UNDERDRAN .
1 PPE (TYP)
UTILITY INFORMATION U o
SIZE TYPE LOCATION 141
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Existing 8" Sanitary Sewer line along Vesta Street
- SANITARY SEINER Existing 4" Sanitary Service lateral at SE comer along Vesta Street _
Existing 6" Waterline along Vesta Street Q
WATER Existing 3/4' Water Service Tap at SE comer along Vesta Street
FLUE � JJJ Existing 18' RCP along South Main Street
B10-CELL AREA # 2 B10-CELL AREA # 3 STORM SEINER Existing 12' RCP at intersection Vesta Street a Bailey Road
--I SCALE 1 11= 10' ELECTRIC Existing Overhead Power along South Main Street w
� SCALE 1 "=10' o
Natural Gas Available
GAS Coordinate with Piedmont Natural Gas for location Q
LENGTH SURVEY INFORMATION
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LENGTH 3' - 6" BASED ON., BOUNDARYAND TOPOGRAPHIC SURVEY by:
B10-CELL AREA # 9 6" REGIONAL LAND SURVEYORS. INC. Cr
3000PSI 8642 WEST MARKET STREET, SUITE 100 a
rr.., r Q 112" R. CONCRETE FLUME BACKFILLCIR$�) FLUME NCDOT CLASS "A" RIP RAP GREENSBORO, NORTH CAROLINA 27409 O O 2
SCALE 1 =10 ° TOP OF12"Bill f~
O Qd%� DATED: 09 / 19 / 2008
O SLOPE = 0.5% V O
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° '[PONDING DEPTH
I ' 3
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PLAN FLUME AND RIP RAP DETAIL ;�� '••,,•• �_� y •,,.•�� %�(•y3��j �;' TAX PARCEL NUMBER LOCATION CODE NUMBER
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BIO # 9 AND B10 # 3 ENTRY "11''E' c+`�� 32 1482 o WATER
599112871101 DETAILS
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