SW5090501_APPROVED PLANS_20090529

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��/%<
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
HOC DATE
YYYYMMDD

k
mop I 13ov77,._FvVSD9 os-o
%
AWk
U%0.� HIGHWAY 64 0
J
150' Rtou'T-OF-WAY - "LIC HAWTAINED
A LT PAWD 9)4b UMIT 4,5 MPH'
4,
4F
�5
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t
..........
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/m
3
4: z - - - - - -- e - - - - - - --- - - - - -
Cr.
C . L
d0j% I'A
It N.
At
x-- - - - - -
7-
547
j
-4 - - -
IL 7-
17-
-j- - I
:'A...
q
OFF-S,re
PgWS AREA=
--5.971 SF ...
7. J,
JUN=0N__RQX A
GA
TOP 554.00
IW. OUT 550.00
�A
GUAPDRAiL.
LINE 2
-/4- -1-
7-
4-
L
4_
�E.­54
-7.
j-
-T
DRAINAGE AREA 52,260 SF
ON -SITE
IMPERVIOUS AREA=
28,618 SF
OFF
-SITE
IMPERVIOUS AREA=
4,810 SF
ON -SITE
PERVIOIUS AREA-
7,458 SF
OFF
-SITE
PERVIOUS AREA=
11,374 SF
ON -SITE IMPERVIOUS AREA
OFF -SITE IMPERVIOUS AREA
PERVIOUS AREA
Lon
Drag Area
Rnoff
e0aff
A . rem x c
TC
Rain
0)
Total
flow
Cap
full
Vol
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
Iner
Total
Incr
Total
inlet
syst
Size
Slope
On
Up
On
Up
On
Up
00 !
(ac)
(ac)
P
(min)
(min)
Qn/hr)
(cfs)
(cfs)
MIS)
(in)
N
(ft)
(ft)
107.641
1-18
1.18
0.95
1.12
1.12
10.0
10.0
6.7
55.48
25.92
11.43
30
0.40
536-00
536.43
538.36
540.29
539.00
652.00
LINE 1
92.383
0.00
0.00
0.00
0.00
1 0.00
0.0
0.0
1 0.0
24.00
50-58
11.76
1 24
5.00
1545.35
549.97
546.32
552.16
552.00
554.00
LINE 2
60,015
0.50
0.60
0.95
0.48
0.57
10.0
11.7
15.3
3.59
4.70
2.03
18
0.20
541.80
541.92
544.43
544.50
0.00
545.50
LINE 3
53.521
0.10
0.10
0.95
0.10
0.10
10.0
10.0
6.7
0.63
- 2.93
- 0.52
15
0.21
541-92
542-03
544.60
544.60
545.50
545.50
LINE 4
ON-SITe
PERVIOUS AREA= 550.00
7,458,°SF
-5-47
10/ 550.00
7/_ - - -
I
- - - - - - P
545.00
540.00
4
535.00
ON-SiTE
0+00
IMPERVIOUS Apr,&=
r
a46-
r
4
-xl
9
SA
_-PERMOUS AREA=
R U
7,403 SF
STORM Ppl�
LF 18"
-"M'F U 1176
LET A
TOP 545.50
Nk ousre.INV- 541,92
mamp F F
IMA q111 nor
111 0L 014111. 911-IX-V V, *00 M
A aft
TOP 552.010 4
J*A*
IW. IN 545.35 (N)
IW- IN 536-70 (Nf��-_ Morison
r 2r0__ __
WAIW A
INW. OUT 536ADISE)
A
LINE 4
END 'A
-5Y Tfe­
_PW RCP 0 0.
-- ----- ...
-647- .......
+
............. 4
....... ...
..........
....... OFF SITE
ds
....... :-:#a
IMPERVIOUS
AREA= 4.810 SIF
1A
TOP 545.50
INV. 5542.02
4-
LINE I
i 107 LF BA
RCP 0 0,
f
I till"
0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
WALL NOTES: STRUCTURAL DESIGN AND WALL DETAILS
BY OTHERS. DIMENSIONS SHOWN ARE FROM FACE OF
WALL AT FINISHED GRADE (INSIDE). ELEVATIONS SHOWN
ARE TO TOP OF WALL (TW) AND FINISHED GRADE AT
TW 545.50 BOTTOM OF WALL (BW). WALL TO BE ENCLOSED BY
MIN, 3' H.T. BLACK VINYL COATED CHAINLINK FENCE
10.67' l BW 542.00 WITH ONE MAINTENANCE ACCESS GATE
UNDERDRAIN
CLEANOUT WP
TW 545.00
g BW 542.00
TW 547,00
,91 6' -27.18'
�1-
SW 542.00 4. 1­-10,
A
O.
soy,/S1 r777
TW 551-00 \11_�9 - �00
BW 54100 BW 542.00
4.34'
18" RCP BELOW WALL
INV. 536.91
TW 546.00
BW 542.00
TOP ELEV 54533
TW 546-00
BW 542.00
18" RCP WALL
INV, 541.80'
Tw �4700
BW 542.00
WQv TREATMENT STRUCTURE PLAN VIEW
SCALE: 1 $t =20 y
I
SAND FILTER CHAMBER SEDIMENTATION CHAMBER
1496 OF VOLUME 624 OF VOLUME
(2) - 6 . INV i4666
18" INV. OUT 53100 5' WIDE CORQRUE-ELUME
MIN, 3' CHAIN LINK EXTEND TO POND BOTTOM
CONTROL WEIR MIN, 3' CHAIN LINK
FENCE
RETAINING WALL ELEV 544.00 MAX POND EL. 544.43 [��FENCE
DESIGN BY OTHERS SEE DETAIL 25 YR EVENT RETAINING WALL
MAX POND EL. 544.43 THIS SHEET DESIGN BY OTHERS
............
TOP OF SAND ELEV 542.00 18" RCP
TOP OF STONE ELEL5 �0.�O
77 18" INV. IN= 541,8'
18" RCPA C D
B SHWT= 538.
SHWT= 538.50'
P
SECTION VIEW A -A'
VERT SCALE: 1"= 10'
HORIZ SCALE.- 1 "=20'
I-
545.00
Wi4A%0
AO&
N
0
SCALE IN FEET
* ASSUMED EXISTING 24" RCP 0 1.12% FULL FLOW RATE
manning Pipe Calculator
Given Input Data.
shape ........................... Circular
solving for .......... ... ........ Flowrate
Diameter ........... .... ......... 24.0000 in
iDepth ....., n
slope ...... 0.0112 ft/ft
manning's n ..................... 0.0130
computed Results:
Flowrate ........................ 23.9413 cfs
Area ............................ 3.1416 ft2
wetted Area ..................... 3.1416 ft2
wetted Perimeter ................ 75.3982 in
Perimeter ....................... 75.3982 in
velocity '­** ........ * ....... * 7.6208 fps
Hydrauliciadius ... ... .......... 6.0000 in
Percent Full .................... 100.0000 %
FUll flow Flowrate .............. 23.9413 cfs
Full flow velocity .............. 7.6208 fps
POSED
RAVE
1
go
25 YEAR
L.
ie C;-
+
Ed Cil
HGL
HGL
HGL
HGL ----"HGL
LINE 3:
so U7 18* kCP
0 0.2%
LINE 4- 5%'
LF 15' RCP C
0.2%
540.00 t­
0+00
0+20 0+40 0+60 0+80 1+00 1+20
STORM PIPE RUN B SCALE: 1 (in) 20 (ft) H
1 (in) = 5 (ft) V
AREA INLEI
WIT-S
�` CONTRQL WEIR N
CONCRETE SLOPE PAVEMENT To BE .30DO PSI AND A MIN 4" THICK
INSTALL �* EXPANSION JOINT BETWEEN RETAINING WALL
AND CONCRETE SLOPE PAVEMENT Appr*v.;L�,,�l ''toi �,,.,,Fvator P,,,sr: it Douments
Coristruciod cuments is
required by ti! lormwater oe., nl-;it. North Carolina
rules require that the storr9w;?i-,r system designer
TCONCRETE SLOPE PAVE inspect during constfuctio�: confo,mily with the
plans and specs; andcerluly cornpliance with the
stormwater rules ( 15A NCAC 2-H .1008 1 j))
CONTROL WEIR DETAIL Permit# 5*V5_0110ye'1 [Date
IF I
Wir.s. by NC Division C watq avail
Sheet # -9 --Revision DE
18" THICK FINE FILTER AGGREGATE (SAND) TO K WASHED MATERIAL, I.E. CLEAN CREEK GRAVELS AND
SILICA SAND; OR MIXTURES THERE)F WITH LESS THAN 1-PERCENT SILT, CLAY, AND ORGANIC MATTER.
THE FINE FILTER AGGREGATE (SW) MUST HAVE A UNIFORM(TY COEFFICIENT BETWEEN 1.5 AND 2.0 AND
AN EFFECTIVE GRAIN SIZE OF 0.0 TO 0.55 MILLIMETERS. THE VERTICAL PERMEABILITY RATE (K) SHALL
BE AT LEAST 13OFT PER DAY WHIN COMPACTED TO 98 PERCENT MAXIMUM DENSITY BY AASHTO T 180.
6" THICK COARSE AGGREGATE LAYEER TO BE CLEAN ANGULAR STONE WITH MAJORITY OF PARTICLES
BETWEEN V AND 2". NO COMPACTION REQUIRED- WRAP ENTIRE STONE LAYER (ABOVE, BELOW, SIDES)
WITH MtRAFl 140-N FILTER FABRIC OR APPROVED EQUAL SEAL WITH WATER RESISTANT GLUE FOR FULL
(12- MIN) OVERLAP.
UNDERDRAIN PIPE TO BE 6" PERFORATED PVC WRH A MINIMUM 0.2% SLOPE TOWARD THE OUTFALL
STRUCTURE- PERFORATED PIPE TD BE CENTERED WITHIN 6" COARSE AGGREGATE LAYER.
RIPRAP (CLASS B STONE) OUTFAL_ PROTECTION. MIN V THICK X 9'W X 91
RIPRAP (CLASS B STONE) OUTLET PROTECTION MIN, 1' THICK X 9-W X 101
Z
Uj
fr
Ck
cr)
0
0
Dr
0
Ix
IL
M
0
0
0
.
00
04
CL
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1-d --/v�d"1
i
�x i-77
WW SCREEN
CONCRETE BEOGKS
CONCRETE A W#tE SCREEN aaa 0 D TE
FLUME
BLOCKS i' RUNOFF y aaa°o
} SSEE S CLAN FOR aooaoaaooaoaa 000000a o0a aoo y
;FILTER A
LOCATION- I fF pipe 1 if 1 1 11 1[ 1 1 11 i E 11 Y 1 FI i s
SEDIMENT
ANY DIST URBE� FILTER
�� IF CTI - A
r
S E ON A-
s° I. PLACE BLOCKS IN A SRIGI.E ROW AROUND PERIMETER OF F O
- CURB FLUM>r� SIDES. WfrH ENDS OF ADACENT B=K5 A8UTnNG,
_ M TPERMANENT3 _ 2. HtOff OF BARRIER VARIES. USE STACKS OF 4-NW. B-•INCH, OR Ir FLOCKS.
-"' "�"^':'� m ..� • .� . T �.�V�GE'TA'i -IS � � �JJ .-�. ,,.�• �-..____ MIN. HE]gHT � BARRIER 12" A!� MAX. HEIGHT OF 24`
` `A-R 3:1 TER-E F �" NOT-
'�` Orr �v£. � - _ 3. WADWARE CLOTH/W MESH W/ MAX. 1/2` � OVER VERnCAL
APPLICABLE, IF r �. ra I l'� - A FACE OF CANCNtEI E BL DGKS.
® 3- 4. 'NINE SEDIMENT FILTER SHALL BE ANY NON-ERDOIBLE MATERIAL SUCH AS LOOSE
a , NECESSARI�' .� f PLAN ftCK OR WOKEN CONCRETE (2`-31 THAT WILL SLOW YHE FLOW OF W M
p �r CF •"'" AND ALLOW IT TO FILTER THROUGH ANC? OVER THE MATERIAL
ORE ENTERING
THE TEMPORARY BLOCK AND AGGREGATE FLUME SEDIMENT FILTER
4 7 `
25 G549.01 TC 548425 G
} . 548 I {
s,r• a , � ,r - �,. 1, M
IJ "� 9548. 38 TC ? x
�a € 547.88 G j r/
,,547,38 547.54 ��47.70 - 547.54 547.A
.s.
'� ii ,...�•- �•.'�, � s I ���'� 4 L I I .: ` 7 TG I � .7 �
547.30 G 1'
47. 47.84T01 �� ---
547.181547.18 �^ I 0 � MIN. O.sx GRAM DOWN
Ac I '
1 I t �: 'rl FROM PUBLIC STREET.
�554 1 47'� . ,"--
_ st.�, I 1.�.a.t I,; 547�1 I
$i' S54.(? ' I/Q
' � F 546.99 - `-, - , � 547.15� 546.99 r'
I
\ C f`� ° I I I I
-n ,I 10" MINIMi 553,50 )47.8$ � 7 47.54BIN 5U'.OG 547.G /546.79
-
�`' iIt✓ r 154546.79,°
E6.94 er CLEN sDT 553.5 71fl54658U549.00 54689 � _ 'f GEDTLE UND[�JNR546.65 )_
_ 1 154-6.85 1 46.27
Te G
J. CONSTRUCTION ENTRANCE
CE
/ { 547.27 /546.8 I 1 ° fA5415.8 N.TS
546.77.E 545
'A p
tr ,{� i i' �,,,R ,�^,� ''• ,�"•
sF =` 546.$5 � i 46.9 IT IS PROHIBITED TO SELL HAULED SOiL
II / I -® F.E.=546.9 '�.. I OFF THE SITE WITHOUT THE APPROPRIATE
PERMIT. GC TO CONTACT NCDENR-DLR
2.., z , I �� I FOR THE PERMIT, If NECESSARY
I I 546.13 - ti 546.85 r I c TD - -n
�A
r 1 546.9 1 5 38 TC I
t 53.Cv r' 4 i 546.8 546 85r I"` 4 1. 546 45.88 G
8>•a 549,00 � � � jl�� �
' i I 46.6 1 4�.78 I 14 fi5 1546.64
546.59 1546 9`"1r ' - I
- 547 07T()l•�
TW 552,0`i
v ,�T§:6
TW 551.
BW 549.
� T.W.�,r1,
GfJ:'I; A�
W
A
DISTURBE
1.15 A.C.
ASPHALT PA" - SP
f
as
rY
� fsp�
iLIG MAIN FAIN � J,
UNIT 45 MPS'
.'. M4�
6013
12'
GRAVEL FILTM'-
RUNOFF wA TIER-k
30' RCP a O.4Z --...
2
FILTER FAQ
WATER
1
IINLET O. «
RIP -RAP NOTES, FILTER FABIM
450- Ow
MAXIMUM STONE DIAMETER- 1.5 X 050-
.\dw 1.5 X MAX STONE Dikm IX
TIi1,5 METiiOD OF PRGlECT1 I IS APPUCAB[E AT CURB I4.�EM
WHERE POF�iGNG 1 FMO1P OF THE STRUCTURE IS NOT LIKELY TO CAUSE
NNCONVEMENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL'BE 1*-3" STONE
TEMPORARY GRAVEL CURB
INLET SEDIMENT FILTER if'S
N.T.S.
VT ElMD. CONTRACTOR TO ENSURE
THE BEND WILL NOT SEPARATE FROM
PIPE DUE TO THRUST FORCE FROM
WATER.
*2a'
*l ►101t16I►i
N.T.S.
Compacted soil 2 f
-w min sI
10 6' typical -- O
TD
L".
`Floum 0.20a Temperwy eartlsen dlverslon duce.
i
EXISTING GROUND
SURFACE STABILIZATION MEASURES (Piedmont- Area)-. -
' STABILIZATION WITH
ENT VEGE 4TION OR
ENT
AOL
0 2Ci' 3Cr 40'
�5r
9 MU IN FEET
N �
A pNE
LEGEND
EXISTING
WITH
I OR x
138.6 EXISTING ELEVATION (APPROX),
- - - 29 - - - - EXISTING CONTOUR
j5!`55551i 1111, f/,
-i
0 Eas
.�. 7r
SE _
232
j ••d:
PROPOSED
BOUNDARY UNE
-G- - - GRADE BREAK
29 CONTOUR ELEVATIONS
CF CONSTRUCTION FENCE (SEE JGD SHEET YD-1
EXISTING GROUND DETAILS) ir
GENERAL EROSION NOTES
A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM r 0
WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE N
STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF
__.._ NORTH CAROLINA NATIONAL PO .UTANT DISCHARGE ELIMINATION SYSTEM qK
FILTER FABRIC GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH
THEIR CONTENTS.
GROUTED PLACEB. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE d X
AP USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING
AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLEox
FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE o
EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS p p A
CONSTRUCTION MANAGER. Q z
N
C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT NY 0_
RR CLEANING, ETC.) SHALL BE DISPOSED OF iN A MANNER THAT PREVENTS q�
CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS
DISCHARGED FROM THE SITE. co
D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL CNI
� ¢ "►� �,
+ 'Fto's
18" min �•r�
�rlilBll!
AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN
AND CLEAN-UP FUEL OR CHEMICAL SPELLS AND LEAKS.
I- DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY
eI
O
�
AREAS OF THE SITE, THE USE OF MOTOR OILS AND OTHER PETROLEUM
C
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS
BASEDMPC
PROHIBITED.
LQ
F. NO RUBBISH, TRASH. GARBAGE, OR OTHER SUCH MATERIALS SHALL
BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED
Au
ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION
PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.
H. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT
CAN BE RETAINED BY VEGETATIVE COVER, AND MUST BE PROVIDED WITH
A GROUND COVER SUFFiC3ENT TO RESTAIN EROSION WITHIN 21 CALENDAR
DAYS OF COinLPLETION OF ANY PHASE (RODUM OR FINAL) OF GRADING,
1. A PERMANENT GROUND COVER, SUFFICIENT RESTRAIN EROSION, MUST BE i#
PROVIDED WITHIN THE SHORTER OF 15 WORKING OR SO CALENDAR DAYS wo
(IF IN A HIGH QUALiTY ZONE. THE SHORTER OF 15 WORKING OR 80
CALENDAR DAYS) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT
ON ANY PORTION OF THE TRACT.
A IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION �� i
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT 0
OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER •:
A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO
INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS N ..
CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED a
WITH THE OWNERS CONSTRUCTION MANAGER, tia Lai
K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES
ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
L CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING
SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF App, Por r .it Docume
THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE Consi x 5,c :>r { ! % Ynese docume s is
STORM SEWER DRAINAGE SYSTEMS. requu ' i ', t' sturmwater pern)it. North Carol
rules ,1;fe trhat the stormivater system dasig r
M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL Inspe during cnrstQj, r o cetfj confofmity h theplans nd sre�s: anc+ e •r , rp-npl�ance with t '
13E USED TO HELP CONTAIN THE SEWMENT: stor. ate; r;:les {+,Sklr'CAa,:1i•I 1408i}))
`iOSa
Fermi q
# SiVDate_
N. SLOPES SHALL BE LEFT M A ROUGHENED CONDITION DURING 1HE GRADING �l _ S G9,
he
MAINTENANCE PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, S- �° Division of 1+val u ity
ALL MEASURES STATE ON THIS EROSION AND SEDIMENT CONTROL PLAN, Sheet I?_- Date C-�� R�visior
AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY
`�> 546 f J '� 'c> THE LOCATION OF THE SILT FENCE AND
E h� ilk, f 549 548 547 / hs MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS
TEMPORARY EXCAVATED CONSTRUCTION FENCE ON THE DRAWINGS IS
FOR GRAPHICAL REPRESENTATION ONLY. STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION C�1TR01, REGALING HEALTH AND SAFETY MUST .BE ADHERED TO.
IP5 MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE
f A 5- r� -A�� INLET SEDIMENT TRAP THE CCIIVTRACTOR IS To ENURE THAT THE
CE - - IP4 SILT FENCE AND CONSTRUCTION FENCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
w s _�
L ,��, ,,,,, ,,r r, N.T.S. RAINFALL EVENT [TREATER THAN 1/2 INCH OF PRECIPITATION, AND SHOULD BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION.
ENCOMPASSES THE ENTIRE WORK AREA.LtR
BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING Q
551.80 T 0 X 548 547 x ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE
551.30 °' 546 545�`"
544
543
N FI r I CA � 536
rJ� �
RB
i\ 1 1 AREA GREATER
'C.
171 THAN 3:1 SLOPE
PROJECT INFORMATT1`I0---- I
RECEIVING WATER IS LOVE'S CRL:T~LC ?` e► ,,. w u„5`"''
PROPOSED PROJECT SITE IS VACANT LOT' OF MASTER DEMENT PLAN. STORM CF �.n � AREA= 570 SF
RUN-OFF FROM SITE WILL SHEET FLAW INTO LOVE'S CREEK AT THE DOWNSTREAM OF
OVERALL DRAINAGE BASIN. SINCE STORM RUN-OFF FROM PROJECT SITE WILL. PEAK MUCH A .., IIIWX. SftE-D A -3.5- X 50m V5 -
SOONER THANOVERALL BASIN DUE TO MUCH SHORTER TiME OF CONCENTRATION, � ~''" �'� "� d= 1.5 X MAX. STONE DNA,= I X �.
INDIVIDUAL DETENTION FACILITY WOULD NOT BE NECESSARY. DOWNSTREAM CONDITION WILL
NOT BE NEGATIVELY AFFECTED BY PROPOSED DEVELOPMENT.
PROPOSED PROJECT IS CONSTRUCTING ACAS STATION CONSISTiNG OF 1.200
SF-C.OiNVINIENT S70RE WITH B PUMP ISLANDS AND ASSOCIATED PARKING ARFJ1.
TOTAL ACREAGE OF SITE iS 0.870 ACRES.
DISTURBED ACREAGE OF SITE IS 1.1 ACRES.
TOTAL ACREAGE OF DRAINAGE BOUNDARDY IS 1.5 ACRES
ANTICIPATED CONSTRUCTION START DATE IS JUNE 2009 MID COMPLETION DATE IS MAY
2010. 24 HR EMERGENCY CONTACT:
ALL ACCUMULATED SEDIMENT SHALL LE CLEANED OUT AND REMOVED FROM SITE. %
OPERATION AND MAINTENANCE AGREEMENT MUST LE RECORDED WITH THE COUNTY TOM B E N iT LEY 4 0 / - 7 3 9 - 1 0 5 1
REGISTER OF DEEDS PRIOR TO CERTIFICATE OF OCCUPANCY
SOIL INFORMATION:
0@82 - Georgaville saty day loam. 2 to 6 percent
s�. nrodaraiely eroded
N Nonford-Badn complex, 6 to 10 percerd slopes
46 69 `
_IZ' 5 546 I �"
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elI I ___ I - _I 146.33 �i F �-, I 0
54CI TC 1546.°"--- I546.221/
d`` I . I - "l 4. I x l ,
1 � 5451 G I 546 I � 14 1 1 I ~� I 46. J9r
' .5 `
' I ` -" I
1545.98 -- 545.98
4
f I I
�I D � 0
EC I SEDIMENT -LADEN FLOW
AREA GREATER - i NtUr1OFF DEPTH BELOW TOP OF INLET:
TN,AN 3.1 SLOPE I Lo As REWRED MIN. 1'--MAX 2'
..•a---.�-
I 545.74 545.87 545.95 545.86�
I i 545.42 '"� IP4 SF
6 545 5'-TC . : ;
%00/�?C­KIER PARTICLES
545A8 TC
a46.77 TC LTHIS MET140D OF INT
•�•
1 i • E• �na; t �. -.fir irr.rrr� - I ,�� `.6` y �r AND a-+ EASE • ,kW- + MAINTENANCELOWAPPLICABLE WHERE ++
�•__-'u:.•rel�r vva....r a se ae.� ` - `�,�. DESIRABLE-
SEDIMENTCAP
L4 � I �.�• - � � �I�I�It.
NE THRO OF VOLUME PROVIDED
J
_ i���'arrrra".rrr �i4ylIAYOYR a ward ac.rs..vone p.� sew � ases� � r �����
KEY
PRACTICE
DESCRIPTION
NOTES
1u1
DISTURBED AREA
STABILIZATiON(W/
T�paray protection for disturbed crew as
erasW retardant cover When temporary
Straw (1-2 tars/ccry , Mood chips 5-5 tons ocm WOW itwaar
(O.s-f tons/acre), Bark (35 cy/acro). Ccm stags 4-B tons /
MULCHING ONLY)
�"ing is lnapplioable,
acm). or Nets/Mats/Chernical stabllizera applicable
DISTURBM AREA
Planting rapid -growing annual grammes,
legumes to Initial.
Mkt"-Augz German mM*t (40 Ibs./ac). Aug.--Dso.; Rye kI
(120 lbs./ac), Jan. -Max Mtbtture of Rye grain (120 tbe.�) and
STABIUZATION(W/
small grains, to provide
tsmpasary cover for erasion control on
Kobe lewpeden (50 Ibm/ac)
TEMP. SEEDING
disturbed oleos.
750 1000 Ibm-for Fall ibs. ac of 10-10-10 ferttlizar
P5
DISTURBED AREA
1
ControllIng runoff and preventing ercoon by
9MOMMing a perg n1ell vegetative cover with
MI re of Tdl a Ibs. as and Kobe In_ oc
1000 ibi/ac of 10--10-10 fertilizer and 4g000 IWL/ac of lime
STA�LIZATiON(W/
seed'
"May -Aug.: Add 10 lbs./ac German millet
PERM. SEEDING)
*Get -Feb.: Add 40 Ibs. a a !& grain
DISTURBED AREA
Transplanting vegetative sections of plant
Worm Season: Hybrid Bermudogr ss, Zayeiagraim
S
STABILIZATiON(W/
materials to Promptly stabilize areas that ore
CentlPedegra�+ a' St AuguaUnegrass
PERM. SODDING)
subject to erosion.
Coal Seam: Toil feme/Kentueky bluegrass
OUST CONTROL
UtBlrs dust control me*wds whanevler there
axe offMa Impocts, especially
Phasing the project, vegetative cover, Mulch.
DC
Periods of
drough until final stOdizatibn Is reached.
spriniding water, spray-�on-adhealve, cddum
chloride, barriers. etc.
ROLLED EROSION
Malufacti red erosion control produce
Blank** nets, matting% etc. Refer to NCDMR Erosion crId sedknent
RECP
CONTROLdesigned
to redLnce soil arosfan coal aseht k1
control manuals - Chaptal* 5.17 for detaga.
PRODUCTS
the growth, establishment and protect)on of
vegetation.
1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SE THAT A COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED ARMS AND °
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.
WOVEN WIRE PENCE (MIN. 14-1/2 OWGE, RESEED® AS NEED®. Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT.
MAX. 8' MESH SPAWIRE FLANS: (MIN.. 14 1/2 CIWCE,
MAX 6` MESH SPACING) WITH GEDiEX3TLE COVER 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS THE CONTRACTOR MALL BE RESPONSIBLE FOR ADJUSTING THE EROSION Z LLI
DMAX. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES CONTROL MEASURES (SILT FENCES, SILT DIKES, ETC.) TO HELP
AB I,•�
Lam CSC POSTS: STEEL NDTHER T OR U TYPE. WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE PREVENT EROSION AND STORM WATER POLLUTION.o
n_
FDVCE: WCAIN pN WAR€, 14 -1/2 GA SILT FENCE.
a' NYUX MESH OP�NMG R. ALL OFF -SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH �
54` MIN. FENCE S, WORKING DAY. THIS INCLUDES BACKFIWNG OF TRENCHES FOR STORM DRAINS . A DRIVEN MWN. 12" INTO FAMk-,. 1. AMOCO 1190 3. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION
GROUND. 2. BELTEcH alo WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBUC & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING
PINION GRADE COMPACTED 3. MNRAFT 130X RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE
FOR ROAD CONSTRUCTION.
BACKFILL 4. LING GTF iSO CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
S. � 915 sG
FLOW EROSION DETAILS
---'-••-IL 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD 0
o CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY CE CONSTRUCTION ENTRANCE UJ 0
REWIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS
�WRE FENCE NOIS�BIrD EXTEND WE FENCE A CONDITIONS DEMAND. CL Im 0
GROUND T' MTV. OF 2" INTO TRENCH 5. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS -SF- � �iMENTAiiON\SILT FENCE WITH WIRE SUPPORT
e• x s' BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED ED
TTiEN, EMBEDDED GEOTEXTILE FAI'i C AWAY, CLEANED AND REPLACED. IP4 TEMPORARY EXCAVATED INLET SEDIMENT TRAP
"emu. r INTO GROUND
• W/ s L c ALSNIG tRiTfOM is
_.,.► A -A_ TTH IP5 TEMPORARY GRAVEL CURB INLET SEDIMENT FILTER
IF
I. CONTACT NCDLTIR 72 HOURS PRIOR TO START OF ANY LAND DISTURBING ACTIVITY.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE&
1.
WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WTH WRE T10L
3. PREPARE TEMPORARY PARKING AND STORAGE AREA.
® RR RIP -RAP OUTLET PROTECTION ON SLOPE
>=
BACKFILL 2.
�;EO ExfI1,E TC? BE FASTENM SECURELY TO WOVEN WIRE FENCE WITH TiES SPACED EVERY
4. CONSTRUCT THE SILT FENCES ON THE SITE.
5. CONSTRUCT THE TEMPORARY SEDIMENT TRAP BASINS, IF NECESSARY.
24' AT TOP AND MMb SECTION.
S. CLEAR AND GRUB THE SITE.
_ �„� „�,�, TEMPORARY EARTHEN DIVERSION BIKE
3.
WHEN TWO SECTIONS OF GEOTIDMLE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
7. BEGIN GRADING THE SITE.
BY 51X INi M AND FOLDED.
8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
NCDENR NOTE
L)
4.
�A WL BE P ORIAW AS NOTED IN THE EROWN CONTROL PLAN.
'BULGES'
9. TEMPORARILY SEED DENUDED AREAS.
COLLECTED MATERIAL SHALL BE REMOVED WHEN DEVELOP IN THE SIT FENCE.
10. INSTALL UTIUTIE% UNDERDRAINS. STORM SEWERS, CURBS AND GUTTERS.
IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY de ANY
s.
ALL SILT FENCE SHALL INCLUDE WME SUPPORT UNLESS INDICATED OTHM a
11. INSTALL INLET PROTECTION DEVICES.
RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE
12. INSTALL RIP RAP AROUND OUTLET STRUCTURES.
ACTIVITY SHALL CONSTITUTE PART OF THE LAND -"'DISTURBING ACTIVITY
13. PREPARE SITE FOR PAVING.
UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING
14. PAVE SiTE. ACT OF 1971. OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE
15. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY RELATED
_
DiATION _ SILT FENCE WITH WIRE SUPPORT & 16. CONTACT NCDENR 72 HOURS PRIOR TO REMOVAL OF ANY TEMPORARY CONTROL MEASURE. BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON.
--- _. N.T.S.
Sr 17. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND
SiTE IS STABILIZED). MUST BE PERMITTED OTHER THROUGH THE SEDIMENTATION POLLUTIOO
CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT.
•� ljY -a:1 '' r,i- ��; ''� _ - _'�3 ��. i :..� _rr I i.�� r I r r, •t S t
. gip' �•�. � . ,i. r V. .. � F49+ .. .. ... ., ., - ... l.i.. n.j 5 {. 1. 11 I.kl i., .�iY 1...-_ ! yi If e•-I.
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--
TSP
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j
ago
548
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{ 7 548.38 TC �`' 1.33% 1.33%
-SI
it F 547.88 G .54
7.3g 54747.70 47. 4 547.33�3
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11
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TW 553.50
BW 549.00
546.65
27 It
I 54ft5 /46.8
� 1
i
546.85
I I ----`'546.13 F,127., 1
,. 546.85
T 553.00 I� r 546.81
W 549.00 I R "1 1-1
,M-546.64
546.455
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INV. OUT 550.00 I€ LL
I � I
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8W :,5 9.00 1 y G 1
1 546
•-• TW 551.
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93 I.F 24"
TW
BW 550,00
LF 18" 1.
TAP 55100
INV. IN 545.35 (N)
INV. IN 536.70 (Nqr' i
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47.84T01547. G
' 547.18 {
s I
547
1546.99 30En
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I NY / TEMPORARY 30' `v
1 �i CONSTRUCTION AND
I, 546.79 GRADING EASEMENTGENERAL NOTES;-
T�
.� 1. AiL SOXM£D CORNERS TO HAVE 3/4" UW*IR
1546.�5 f 2- ALL REahIFl�tCiNG BARS TO KANE
1 % " y 1_1/,T' .LARGER SIZES TO NNE 2" COVER.
/ 3. SEE OWING G AND DRAiiIAa(iE PLAN FOR
y';�v � � 3'--0" 4. PIPE , LOCATIONS. AND FLOW !JNEL��FS
GUTnMER 5. ALL REINFORCING BARS TO BE GRADE ft
DEPRESSION
NORMAL GUFIER o
46.9
N
2.5
546 9 ,� , PLAN
1 .NE'ENAH It-1981 Y
54664
Y ;+ , ' C.I. STEPS 0 IB"O.0 ', fps
1547.0 �
I546:45 546 -'" I 16CO
t=
I eR 1
1546_22 _ R
545.98
1^
545.
+ 545.8IFF MIE�ET11-11 �LFFOR
1545.4.2. L� WAIN
.1
5' WIDE
h
1
6 "
�+ a s
� +r ���� �' * ��'� � i� �i Sw �ri � ,gym � ■ � .
,w' ,k o ■
Ln� F
" SECTION W--W
:O -� rf
�t -
5% 48.13 T 546.95 G
sr
i
} 49 548 547 546 5 .
INV. 541.92
LFP
r' 5'8 547-
_
J �r
43
/
"` `" ` FL 536.00 � d
``" �, c' �' TOP 545.50
` la TEMPORA 85` € 1 ,,.,` . }-s:^ - 4,300 -SF OF INN. 542.02
f CONSTR TION .1 a ' PERMAiVi T' , _ _
# I EASEME. I I I I 1 �-' °``, QF �,�4 GRADING/DRAINAGE _„n
p� -EASEMENT I
Ir ,
ELEVATION CURB INLET
1
N.T.S.
- - MORIZOALSIBARSAND
ELEVA11ON
JUNCTION BOX
N TS.
NEENAH R-1737
D^9t30
WW
N �x3x
HT NAN R-1M
AVY DUTY)
J BAR
RER*MRCBIW . BASE
SE MM
a e 4 E.W.
L6.0 O r F-W.
TABLE OF W DIMENSIONS
PIPE
SIZE SKEW OF CROSS DRAIN
SIMMI STRAOff 3Or 45'
3W 4'-0" 777 '3 -
313' a-D -3 -3
42"-
4d t3-1 8-
t3O 7 -D
Y
4' r-- 7'-10' W-5"
3O' W-2' 9'-2' 17'-r
3B' 9'-4' i TY--B" 12'-e"
42. 1 10 --8 11'-10" 14 -2
11 1 -2' 15 -10"
REINFORCEMENT
SC14EDULL
WAILS
SECTION
VWDTH
HOR.
VERT,
a
. w
. w
L-oBEIIMEETI
4' O 7'
6's O 9
's O UP
G
eV 4 1
s 0Brwffi1
�.
4
s06
e01O
4 do
s08
e 10*
TABLE OF "1" Mc *W 014ENSiONS
SECnON
WIDTH
M
Ir
'N"
V
4' O 7'
e" + PIPE IWKNESS
a.
I1"
GREATER TW WT
8' + PIPE THIC
AKNESSLi"
r'
MOM r
8' + PIPE TFEeSit�IESS
ID"
B"
REIWORCE MENT
SCHEDULE,
70P
DIMENSIONS
STM
SPECIAL. PATTERN
Wi - 7 OR LESS
e O Ew>
DIACONAL O COVER
W2 - 7' OR LETS
'a O a' E-W.
MGONAL O COVER
1 - 71 51 IN
O Si EW,
OYONAL O COVER
W2 - 7' OR GREATER
'S O 6" LW.
OVW4AL O COVER
w1 - OR ORFATER
VIM - 7'
a e w.
O E.
DU4GVER ONAi O CO
O rm
FARTTi OR
COMPAM
FU
V�,
WNT�A4%0
�lq ow
�xr
rim
1 1 1 1
Y �
LEGEND
EXISTING
27,94 EXISTING ELEVATION (APPROX).
- - - -- 29 - - - - - EXISTING CONTOUR
El AREA INLET
'•.0 31
BOUNDARY LINE
- - -G - - - GRADE BREAK
29 CONTOUR ELEVATIONS U
29.05 SPOT ELEVATIONS:
TC = TOP OF CURB
G -GUTTER
TOI - 70P OF ISLAND
CF CONSTRUCTION FENCE (SEE JGD SHEET YD-1 CIL 0-
FOR DETAILS)
GENERAL GRADING NOTES
WI
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEINER, WATER MAIN OR
ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE. VERIFY,
AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY
CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY
CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR TO
CONSTRUCTION. NOMFICATION SHALL BE MADE A MINMUM OF 72 HOURS N Q
PRIOR TO CONSTRUCTION. THE ENGINEER AND ITS CLJENTS SHALL 9E
HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE
SUCH NOTIFICATION. Q �JJ
B. All SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE
GRADED SMOOTH AND FOUR INCITES OF TOPSOIL APPLIED. IF ADEQUATE �
TOPSOIL IS NOT AVAILABLE ON SIT, THE CONTRACTOR SHALL PC
PROVIDE TOPSOIL. APPROVED BY THE OWNER. AS NEEDED, THE AREA LU
SHALL THEN 13E SEEDD/SODD'D, FERTILIZED, MULCHED. WATERED AND
MAINTAINED UNTiL HARDY GRASS GROWTH IS ESTABLISHED IN ALL
AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH
POINT AS TREE IS RE-ESTABLISHED. ANY AREAS DISTURBED FOR
ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL
BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
G THE CONTRACTOR IS SPECIRCALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF FISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE
POSSIBLE. (MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR � N
MUST CALL THE APPROPRIATE UTILITY COIMPA14Y AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES.
D. CONTRACTOR iS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADS
SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE g
INFORiMATTON IS NOT TO BE RELIED ON AS BENG EXACT OR COMPLETE. Gb ,N
THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING am ly v •.
ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND
PROPOSED CONTOURS ARE FOR REFERENCE ONLY. Z
E. REFER TO GEOTECHNICAL REPORT FOR SPECIFIC SITE SOIL CONDITIONS d CL
CL ,
AND CONSIDERATIONS,
F. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS
OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION
FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
SHALL. USE SUPPORT SYSTEMS, SLOPING. BENCHING AND OTHER MEANS Appt•o F ;-;nit Document
OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIIMITED FOR ACCESS Ccnstr t, r nc i is Il,ase document
AND EGRESS FROM ALL EXCAVATION AND TRENCHING CONTRACTOR IS required r coy it North Carohru
RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED rules rpc Gue tiYz., tr, sty, } in t r system design
BY OSHA Inspect urlin:? far;at; +ic ,: t.r_riiiy conrormlty wit
plans I} +specs lind , r.oi-npliance with the
GRADING NOTES
Permit SWSGiC✓ro/ Date r 9
18D MATCH EXISTING PAVEMENT ELEVATIONS Y Qp E� bivision of ater t
518 UIMITS OF SAWCUT AND PAVEMENT REMOVAL Sheet # G r- _ Revision Da
b-
70A WQ+r TREATMENT STRUCTURE. SEE SHEET C-9 FOR MORE DETAILS. 0
❑ GRADING DETAILS
20A JUNCTION BOX
21A CURB INLET -�-
22A AREA INLET. (BY-PASS SPLITTING DEVICE)
28A STORM SEWER TRENCH AND BEDDING
UNI)mruitow
EARTH tit.--
OOLWACT'EU
MLL
BACK IL
H11LRXHMiB
4' BFDRI9[6
RIGID PIPE
FLEXIBLE PIPE
N.T-&
N TS.
1. KMNQ SHALL IRE C1 1-4 WORICIM BY
a FMi11l. 139WI L Ntlr LlTi" M" AREAS CAN
HANIX T GROIIIN IMATER IS A RKWAM.
BE CLASS N-A CDIiPA= TO IBM WA NOW
THEN tiL 001NO SMALL BE CIJISS i-e
PROCTOR.
00WAiCIED To SM SM"M PROCTOR.
7. Ali 16004 LS ARE CUSSIM 01
ACCOF ANCE WM AM D 2321-M9•
2. HAUNMING SK41L BE WOMiTEO MUM THE PIK
BY HA TO E7,RAIFYLiE W= me SHA BE CLASS
B" ALL MATERI" SHALL LIE MWAUM tN
L-,A OR CLASS 1-B CM MAW 11 CO WALRFD TO
IIA1IYlIM e' LAOSE LIM IN ACC0110ANCE
pb7[ PROCTOR.
WITH AM D MI CI ASS II ANO W A
MKI'MGM.S SHAM BE COMPAICIED WAR
3. WIAL BAM ILL SHALL BE CUSS I -A
OPM IY MOISTURE CONIUff
IIA7RILED BY HAIL, OR CLASS 1-0 OR CUSS I
COAWAAIM M SM SrANOAM PIIOCLOR.
9. FIL SALIA = FROM LING Him SHALL BE
t1E8
FTiFE OF Rt351 OROAHICS Ate ROM
4, TNRML BAtRCFili NOT UNDER PAVL71 ARM
LARTiI=I THAN .
CAN K CLASS M COMPACIM 'M 9OOC
S %NLYLRD PROCTOR.
iQ ALL TWM E9 "TIONS %va BE surm.
%10RIM SHEETED, BRA= OR ORIrttMll
3 FMUL 11413TU SHALL. LW CUM 1, ii. OR
SUPPOKM IN OOMPUPINM WUH OSWI
M CCMA09 ED AS VOICED IN NIM 3. AND
REGi I IONS AND LACK- OROI ANCI'S.
STORM SEWER
TRENCH AND
BEDDING
N.T.S
!;
Z
LU
Pot.
Ck
0."
0
0.
T
I
l
Y
l
IL
.
BI
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o
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):
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is',
T,,. } 1 ;rr ". , --r7-777TT

mG� q Y -77
Svs-a q os z )
ITE DE EL019MINN7T IL4211IN91F I-M]
SILER CITY, IFI CAR�LIN�
HI j A
GENERAL NOTES: NORTH CAROLOVA
A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE
EXISTING STRUCTURES. RELATED UTILITIES, PAVING, UNDERGROUND STORAGE
TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. RESOURCE LIST:
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND �� SLER CITY RESOURCE I
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION «;, ��G?
OPERATIONS. DISPOSAL WILL. BE IN ACCORDANCE WITH ALL LOCAL, STATE PLAN N1�#LDING
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. TOWN OF SILER CITY TOWN OF SILER CITY
N 61311 N. 2ND AVE. RM 301 311 N. 2ND AVE, RM 301
� C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR .AND r'� �,
SHALL, TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE �° SILER CITY, NC 27344 SILER CITY, NC 27344
R PHONE: [phone] PHONE: [phone]
TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS 9�� �' FAX: [phone] FAX: (919) 742---2758
PROJECT. r CONTACT: JACK MEADOWS CONTACT: CHARLES McLAURIN
o jack. meadows0embargmall.com Charlie.mocDembargmail.com
D. _yV6BEAbj,%QISCLAIMER• ONE� 0 ASHBORO U.S. HWY 64
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH PROJEC FIRE OF
SILER
ION N RING
ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS LOCATION 0 TOWN OF SILER CITY HOBBS BROAD CH AND ASSOCIATES
AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER 311 E N. 2ND AVE. RM 301 SO HE BROAD STREET
THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS SILER CITY, NC 27344 SOUTHERN PINES. NC 28387
OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE m PHONE: [phone] PHONE: [phone]
ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTACT: SCOTT MURPHY FAX: [phone]
�, scfdchief*embargmail.com CONTACT: BILL LESTER
CONTEMPORARY BASIS AT THE SITE. 0.* �,�` blesterChobbsupchurch. com
E. R u � Ci SANITARY SEWER & WATER
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. TOWN OF SILER CITY NCDENR-DLR
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR 311 N. 2ND AVE. RM 301
o � 162$ MAIL SERVICE CENTER
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND SILER CITY. NC 27344 RALEIGH, NC 27699
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL PHONE: (919) 742-•-4732 PHONE: [phone]
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTACT: TERRY GREEN
ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S CONTACT: JOEL IDOL
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF atgreen�embargmall.com THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION
STORM WATER ELECTRIC
SITE. NCDENR--DWQ PROGRESS ENERGY
F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEPARTMENT RIGHT--OF---MAY Vic`inityMap 1617 MAIL SERVICE CENTER CONTACT: STEVE JUDGE
RALEIGH NC 27699 .
SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT PHONE. [phone]
MAINTENANCE ENGINEER. NO'T TO SCALE PHONE: �(919) 807--6375
CONTACT: ROBERT PATTERSON
G. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS PLAN
t A N INDEX: [e-mail]
OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE LI.I�IV I V /\ construction:,-' t ti �ac-co� ��p'Ph the Documents
dCCJG'dit!:@ witti fR�se documents IS
SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH required br i�10 star,nwater psrniit North Carolina
ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER N F rules re du it lic the stormw�tt?r system designer
Inspect during constru fj(), cz rily "orlformily wi±h the
FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION puns and specs; alnd Certify C. m�ptiance with the
C-0 COVER SHEET E--Oe ELECTRICAL POWER PLAN FT-6 NOTES SHEET & PARTS LIST F-2 FOUNDATION DETAILS stormwater►u,es (ts�,NCAC2H.too8(I))
THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED permit 4_5W5D3_0 So ! _
ON THESE PLANS. C-1 SITE PLAN E-2e ELECTRICAL PANEL & DETAILS FT-7 PIPE INSTALLATION PLAN RI-1 ROUGH —IN PLANS !gypatc... z9 0
by NC Division t)t afer Chu my
�$tt8tit iJ�� C? — y��vicinn C7c�Fw. _� C00
.Q_
H. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED S-1 SURVEY (BY BGS. LLP) E-3 ELECTRICAL PUMPS &DISPENSER SA-1 3D BUILDING VIEW & SIGNAGE PLACEMENT A-1 FLOOR PLAN � -
WRITTEN AUTHORIZATION FROM ALL NORTH CAROLINA ENTITIES AND GENERAL
CONTRACTOR HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. S-2 SURVEY (BY BGS, LLP) CONTROL WIRING DIAGRAM SA-2 STANDARD LABELING DETAIL A-2 EXTERIOR ELEVATIONS
I. CONSTRUCTION AND INSTALLATION OF 1,200 SF BUILDING, ALL C--3 GRADING PLAN E-4 ELECTRICAL SPECIFICATIONS, PUMPS F-1 STANDARD FORMS & INSTRUCTIONS A-3 EXTERIOR ELEVATIONS AGENCY DATE
UTILITY ENTRANCES, AND 2-20.000 GALLON UNDERGROUND TANKS SHALL C-4 EROSION CONTROL PLAN DISPENSER CONTROL WIRING TREY -_DOSS (CANOPY) A-3 BUILDING CROSS SECTION
BE IN ACCORDANCE WITH ASSOCIATED PLANS.
J. THE GENERAL CONTRACTOR TO FIELD COORDINATE THE CANOPY SIGN LOCATION C—S DEMOLITION PLAN CA-1 BLDG. & 45" CANOPY LAYOUT/ELEV. & DETAILS CS-1 COVER SHEET A-4 SECTION TOWN OF SILER CITY
WITH MURPHYS CONSTRUCTION SUPERVISOR. C--6 UTILITY PLAN CA-2 CANOPY PRELIMINARY FOOTING & LIGHTING PLAN FC-1 FOUNDATION PLAN A-5 SECTION
K. STAGE II VAPOR RECOVERY SYSTEM IS N-0—I REQUIRED, C-7 PAVING PLAN D-1 40" ENCORE 2 PRODUCT DISPENSER DETAILS FC-2 FOUNDATION DETAIL A-6 FRAMING PLANS CHAIHAM COUNTY FIRE MARSHAL
C-8 TRUCK ROUTE PLAN D-2 40" ENCORE 3 PRODUCT DISPENSER EC-1 FRAMING PLAN A-7 FINISH SCHEDULE PLAN/SHELVING PLAN NCDENR—DIVISION OF LAND RESOURCE
WETLANDS NOTE:. C-9 WQv TREATMENT PLAN FT-1 PRODUCT PIPING & CONDUIT PLAN (FIGHT END) EC-2 ELEVATIONS E-1 ELECTRICAL POWER PLAN NCDENR-DIVISION OF WATER QUALITY
ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. ARMY J-GD & ASSOCIATES FT-2 TANK INSTALLATION & RISER DETAILS EC-3 SECTIONS E-2 LIGHTING PLAN
CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE YD-1 SITE PLAN FT-3 TANK SUMPS EL-1 LIGHTING PLAN E-3 PANEL SCHEDULES & DETAILS BASED ON A SURVEY BY:
AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL
PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE YD-2 NEC CLASSIFIED AREAS FT-4 TANK VENTING, GROUNDING & ! P-1 PLUMBING D.W.V. PLAN BEGHTLER GREENFIELD
SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE YD-3 UTILITY PLAN OBSERVATION WELL DETAILS CS-1 COVER SHEET P-2 PLUMBING SUPPLY PLAN SURVEYING
OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES
HARMLESS AGAINST SUCH VIOLATION. YD-4 GENERIC PAVEMENT PLAN FT-5 TANK ANCHORING DETAILS F-1 FOUNDATION PLAN M--1 HVAC PLAN 2959 CHEROKEE STREET
YD-46 PAVEMENT PLAN SPECIFICATIONS KENNESAW, GA 30144 MAY 13 Z009
FLOOD CERTIFICATION: PHONE: [phone] DENR WA
YD-5 STANDARD YARD & DRIVE DETAILS 01 /06/08 TMOMM n
THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED YD-6 GENERIC SITE LIGHTING LEVELS
100—YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, FLOOD INSURANCE MAP FOR THE TOWN OF REMSION DATE DESCRIPTION
__SILER CITY COMMUNITY PANEL NUMBER 3710877200J
reen r arrow
s ik4 1l IIIlt lrl
EFFECTIVE DATE_FEBRUARY_2. 2.007_. �,,��° REV-0. 03/20/09 IST CITY SUBMITTAL / 1ST NCDENR DLR SUBMI
`,,s".�e�,-,. REV-1 04/27/09 1ST NCDENR DWQ SUBMITTAL.
� '� REV. 04/29/09 2nd CITY SUBMITTAL / 2nd NCDENR DLR SUBM
NOTICE TO _BIDDERS: � 430 WEST PEACHTREE STREET, SUITE 200 SE � � � = RIrV _3 05/12/08 2nd NCDENR 0w0 SUBMITTAL
4�—
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S ATL.NTA, GEORGIA 30309
BID SHALL BE DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT [phone] SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH PHONE:(404)fiD 1- 4000 ,� �
THE GENERAL CONTRACTOR, THE CONSULTING ARCHITECT AND/OR THE `�� 2i
CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR
(404) 6O1--3990 DATE
AUTHORIZATION FROM THE OWNER/DEVELOPER.r FAX*- 05J12/09
COA • lc-2,4-6i
FEH-3
; f 1 1IT
S ,• S. 4 I i s I' , i �f
. I k I 111 4 I r i
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6Dn
PLAN MEWv
-
_ ,iawT woo s srr
DN JQA:T L1I.I.FR_SPAOl3I O 38' O.C. MAX._
FILLM
1/4' 1F1 PIIE]HOL Gm .FULL Q�7N OF 3lDEIKALIC 1• 2» SLOPE 2AOX lr K
.........�,..�.........,�.....�......,...w,-.,�...�..w.,,�_.,_...�...."..�............,.W_.-r_....,__,�,....,...�...�....,.....>.,.w..n,.w_...�...- _.r = »�a..,._..,._=..v,...�.,, z.��,...._...,.o..�., &D• S.D' 6.0• SA' B.Q' S.D' S.Q' �•� i� t
no
U.1�
35010 PS PC
ASPHALT PA � SPEE'O UWT 4,5 MPH RMtMM MWOR rrr (TYP.)W111 BE No. 3 BARS 21V 0- �
EACH WAY MAX. SFWCTNG, oR � Ta SECTION B--B
SECTION A --A a x a - 111.4 % W1.4 Wwr LIDx sTD PWCTOR (rn.)
*TYPE C SCREEN TREE REQUIREMENT
PROPERTY BOUNDARY 78O' CONCRETE SIDEWALK
SMALL TREE REQUIRED= 26 TREES
EXISTING TREES= 2 TREES -r'� FF �' , r� ;,°� -'�e ILT.s
PROVIDED TREES= 24 TREES
'SHADE TREE FORMULA
(1) IM � ARIA 27.41 S SF
(5) AREA 7REQUI
REQUIR z rF a FPHO,NE h
SCREENING5,700 S , AT i � L �' Ej
AREA
MATURE OF ` DIA) # 7, _._ HI CH V�1 ��,,yr lA j
(7j PROMARR:l1 I ''� Rr;O .AL S 86'1 ' 150.00' DISTURBED
9' 'AREA
7
GRATER ED � ( M,..�� ... �.,.CE
tU 4 �s_77r -- r
III
BUILDING SETBACKS-
BUILDING SETBACKS SHOWN ON PUN
PLAN
60 2-PLY RUBBER HOSE
DOUBLE SfRW 12 GAUGE WIRE
COVERED W/2-PLY I�ILZBER HOSE
PAINTED FiOUOtZ1=SCINi ORANGE
WWM FLAGGING (T1'P.)
TREE WRAP
4 INCHES MULCH
4 INCH OEM SAUCER
W SI'EE3. TEE POST- 3 REQUIRED AT 127
aACKFILL f=
UNDISTURBED SUBSOIL
REMOVE BUR & ROPE
FROM TOP 1 3 OF THE BALL
NOTE- SEE LANDSCAPE NOTES FOR THE TYPE OF MULL MATERM TO USE NOTES,
LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOitIPANIED BY N
TREE PLANTING LEMINc
ON SLOPE ACCESSIBLE PARKING SYMBOL
N.T.S. 9U
N.T.S.
0R i=RCK OF CURB
Pywr
48' THIS SIGN rtPiDAI. AT
RI11--2 (40-)M) REOULAIORV SIGN PER MUdLCO ALL WAN ACEVWAN Ai J 1r x Ir
PARKNG SPACES
RESUMED
s V 42 i1 ld " I C7 ms =11 TYPIIJIjL
R7-8
ROAD �" 0` REFLECIOI� RED AND WHITE STrRPFs PER MUICD if i �'� �' CLOSED�sale3 ;� �» 2' ice•) rx12" OSMM TREATED UlMM TWD-1/4 x!i' CALV. BOVIS k(�rYP.)
X20 1 trxr
f .. PLAtM t: 40' SETBACK ' PL3�ALTY ILTiNKIImING As REOIV) BOX' - __�_._ - -- - - - BY OR LDC
•
a° IT TYP. Z4-LA I I I �^ s M*. v-cwwRa
L" ;# t3 IN TOTAL I 1 1 I 9 44r \ POST (2-6L/t)
t gg _ ..... ,.... - I
� 4.s€ �
END OF �
i RETAINI G- rop wrr�r FROM PM
t� ! I As .r .t r •
r` rt it
Lam. � f � + « i< .. r •, n
_.n���.
U 1 _�_-_ �-.�__ I -: FIhASH GRADE
.. . . " . SU PE TOP
DISTURBED I i I I 1A
1A II _ _ _ DISTURBED 12' DUL HOLE 260D PSI P ANY
a aF
# AREA 8R3 �" I -"� I AREA CONCRETE MINIMUM
I I I (Typ
) 4W DSM M TREATED Fmsr CM)
I 1 I e.-wcLc.(TYP.)
€t P.C. L"OTLAM i••` r' i !., a
t ~I I O o I PRO �Sti7 't A,
it '. VOPPH? 'rXPR S g TRAFFIC BARRICADE �=
tt } PARCEL �Q�DISMT�URBED�
i; fSL'PLAT- ? D SY C T�ERSf N N.T.S.
BLUE 11,2t� SF r. r. i REA AREA CROSSWALK STRIPING9U 1 , i (IF SHOWN ON PLANS)
'T U 152 SF , .F.E.=_546. . ! � A CFI .
165 LF RETAINING I r.:'�` `'`� ACE A� A g' MCI. ACCESSIBLE PARKING SIGN
_ i�ME OF S`}RV Y SLOPE Sv
ALL DESIGNED � >� � z' MTN. STRALotll N.rs.
OTHERS #I 11_ 1___ L__ 1_ I 1 36,000 SCE. FT, °� CURB cx� Tq L��cIE A'��c.
OF CROSSWALK NOTES.
./ I _r T- _ - _ 0.�326 ACRES
35 40 1. THE "FACE OF RAMP SHALL HAVE A
I ♦ v � Ii (Uj -- I I ---- I SEE NOTE 1 TRANSVI7� BROOMEP SURFACE TEXTURE "
_ - �_-ry. - ----� ---`1- - SIGHT DISTANCE TRIANGLE DESIGN PERIMETERS _ - _ _ ono _ RJR TwAI THE SURROUNDING Swnftx TyP.
_ f rT-- I I I I 8B - • o 2. THE S=M OF THE RAID SEEM HAVE
t . . *Qp A Mk=UM OF A 1/A' UP.
i /� �, .' i I _ I DESIGN SPEED MILE (1)= 10 MPH FOR
� g _ - i I !. __ i _ . %� _ I WAL-MART PARRCING LOT DRVEWAY AND 15 oao - s L P Two a UNIFORMLY is .I
I €, 1r�i ' , I I I 'fib ca MPH FOR OTHERS is 'I - - a a CONFORM WITH LONGITUDINAL SIDEWALK
LQ 2 { €i cV I I I I ' oao SLOPE ADr�ENT TO TOP OF THE RAMP.
� ) � . €# i w ; . i I I I I I GAP ACCEPTANCE TIME FOR ENTERING READ a
If ♦ t� ■ (tg)= 5.5 SEC. `'� ' ao SEE NOTE 5 4. CONSTRUCT PER AAJL srA LEFT TURN
% ' 1 °' I I I --¢--___ � ---- __ - � LOCATION OF EYES= 12 FEET FROM EDGE OF sLbPE O FIT s. r W� mx wARNING DomEs.
A 2,zI I I ti I - n ; . TRAVELED WAY PAVED AREA
AR
- ----- � � � LEFT/RIGHT TURN LENGTH OF TRU4NGi.E LEG
2�
S�1 i r _ I .y .0 ALONG MAJOR ROAD (ISD) FROM THE MURPHY
I w a ENTRANCE (DESIGN SPEED= 15 MPHj 1:12 MAK AT CURB NOTE ALL TRAFFIC FLOW ARROWS
♦�,rL
I I ! I 45' = 1.47 x V x tg= 1.47 x 15 x 5.5= 122' CONFORM ciIRB � PAW YELLOW �
�' ♦; ! / ; :. I 2E 1 PLAN DIMENSIONS ABOVE
LEFT TURN ISD AT THE INTERSECTION OF RIGHT TURN
WAL-MART PARKING LOT AND SHARED
DRIVEWAY (MINOR ROAD IS ON AN UPGRADE TOP �� TRAFFIC FLOW ARROW
of RAMP r
/ f F\ I MARNTENANCE ACCESS1 0A MGRRATER THAN 3% AND DESIGN SPEED= 15 N.r s.
AT FENCE _ _ USE BROOM FINISH ON SLOPING PORTION
1 D 5A► 1 20 LF N - 1.1 x (1.47 x V x tg)= i .1 x 122- 134 OF CUR RAIN THE LzouNDEO YELLOW n�E
/ rt TwTc vA2+r �
r/ / ♦/ /� IY € '� RIGHT TURN LSD AT THE INTERSECTION OF
// ♦,'`f . - ' 'r -: 0' WAL-MART PARKING LOT AND SHARED �,.�� � 4, MR DRIVEWAY (MINOR ROAD IS ON UPGRADE MAX.NAK.
B.3J06 . "
♦ / / // / _ GREATER THAN 3% AND DESIGN SPEED= 10
MPH)
,. ., SECTION A -A
I j rrzm �' b. = 1.1 x(1.47xVxtg)= 1.1 x81=90
WHEELCHAIR RAMP IN SIDEWALK
i1�~-ram TYPICAL AT EACH DRIVEWAY CURB RETURN
20"/ Vi/1 *90 f ♦ . / / / �. N.T.S.
I `/ , �, 7" 1 ♦/ �/ f // _ / i ♦/ �'/ �,RIGHT TURN ISD=122'
SIGH /, / - _ / / / L f % // .' r c{, �t �! % sit' tQ"
.f' /
"STOP'DISTAE f �: _ -Z c _G - TOWN OF SILER CITY NOTES
SEE PUw
-�� SIGHT DISTANCE TRIANGLE 1. ALL NEW TREES TO BE SURROUNDED BY AT LEAST 200 S�JARE FEET OF
TRIANGLE � � � !! - TURN ISD=122'- - �
K X X X X X X E ISTM GRADE UNPAVED AREA AND LOCATED AT LEAST 3.5 FEET FROM A PAVED SURFACE.
OR PROPOSED GRADE 2. TREES MUST BE AT LEAST B FEET TALL AT PLANTING, STOP BAR
,�\W 3. NEW TRIES PLANTED NEAR OVERHEAD ELECTRIC LINES MALL BE SHORTER 11�
�r • / s CONNECTED TO 26 LF THAN DEL AT FULL MATURITY. I+ITS
q, EXISTING GUARD 4E 4 INCHES MULCH SIGNS4. SIGN PERMIT MUST BE OBTAINED PRIOR TO ERECTING OR DISPLAYING ANY
��E
\ t.OPESTAT? DEVEL-OP-VENT, PLC €toR TYPE OF 5. ALL PAVEMENT MARKINGS --PAVEMENT ARROWS AND STOPBARS SHALL BE
D.R, 805, P-0, 269 ;` P.M. 20L,3, F-' _312 CUT emx SLOPE Tfl THERMOPLASTIC
TpPJ 5R61 PROVIDE A FLAT SURFACE g,
SHRUB
! . NF_O P1- c PDR PI NG REMOVE BURLAP at ROPE
1A DISTURBED �� 166 LF N 12 FROM VP 1/3 OF aALL
r ' I'' / 0c. AREA C 014C FILL MIX
€ PLANT LIST
3t ��- � j lM1Dt3'LL�EO SUBSOIL
t. ce,
F
/ r `
cF SHRUB PLANTING ON SLOPE
/ 4 I CF N.T.S.
I€ G it I tt
ONE FOOT
KEY
QTY
COMMON NAME/
RAT
SIZE
REMARKS
BOTANICAL. NAME
LA
24
CRAPE M TLE
Laga> oemia
B&B
1' CAL.
6' TALL AT PLANTING
IC
10
OY�ARF BUR tD HOLLY
I Alt: c0MU L3
CONT.
3 GAL
5' A.C.
ST
12
SpfrBct a thuunlbeeMn
CON
-2 GAL
3' O.C.
LEGEND ``,•ol kA'III
l A�rt•,-r.,,,
EXISTING �` :g � 7-
S E A
EXt"NG CURB AND GUTTER 4
PROPOSED
.S r
BOUNDARY LINE
CONCRETE CURB AND GUTTER
(SEE JGD SHEETS YD-48 AND YD-5) C3
BUILDING CONTROL POINT
CF CONSTRUCTION FENCE (SEE JGD SHEET YD-1 W
FOR DETAILS)
MNERAL SITE NOTES Z dr
� C�
A. ALL DIMENSIONS SHOWN ARE M THE FACE OF CURB UNLESS 0 2 QD x
OTHERWISEED. NOT _ [)
B. ALL CURB RETURN RADII SHALL BE Z. AS SHOWN TYPICAL
ON THIS PLAN, UNLESS OTHERWISE NOTED.
C. SINLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON w 11.
ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE cr_
INSTALLED PER JGD SHEETS YD-48 AND YD-5. Z
PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PAVING p 9.
PLAN OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH N
DRIVES.
SEE ASSOCIATED PLANS FOR CANOPY, COLUMN. PUMP ISLAND p
DETAILS AND LAYOUT.
D. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES
FOR RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM �
AS SOON AS DEMOLITION BEGINS. CONTRACTOR SHAM BE AWARE THAT I
INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS MALL NOT Wa
EXCEED 24 HOURS. [�
E. THE LOCATM OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR 'o
GRAPHICAL RETATION ONLY. THE CONTRACTOR 13 TO ENSURE
THAT THE CONSTRUCTION FENCE ENCOMPASSES THE ENTIRE WORK AREA.
F. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND FOUR 04CHIES OF TOPSOIL APPLIED. IF ADEQUATE
TOPSOIL. 15 NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL 8t
PROVIDE TOPSOIL, APPROVED 13Y THE OWNER, AS NEEDED. THE AREA N Z
SHALL THEN BE SEEDED/SODM. FERTILIZED. MULCHED. WATERED AND Q C
MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL C
AREAS. ANY AREAS DISTURBED FOR ANY !REASON PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT SMALL BE CORRECTED BY THE 09 00
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. �LLI 19
(] SITE NOTES
1A SEEDED GREEN AREA. SEE EROSION CONTROL PLAN FOR DETAILS."`''
-.%. 717 .,' %' .. 10 SODDED GREEN AREA. SEE EROSION CONTROL PLAN FOR DETAILS.
2E MASONRY TRASH DUMPSTER ENCLOSURE
(PER JGD SHEET YD•-,I)
all OVERHEAD CANOPY - (TYP.-PER ARCH. PLANS)
12A 4' TRAFFIC YELLOW LANE STRIPE (SEE LENGTH
INDICATED AT SYMBOL)
120 4' WIDE PAINTED BLUE STRIPES. 20 O.C. O 4.i' ` ; ;a ' t rrna ata r I'errr�8t :7ocuAT1 nts
(SEE SIZE INDICATED AT SYMBOL) ir, dccordi nce withi these docu nta is
15A "STOP' SIGN (PER JGD SHEET YD-5) req red a,• , stormwater permit. North Car ina
21D EDGEOF COMM SLAB (PER JGD SHEET YD-5) rule rplul;a t"at the stormwater system des ner
Ins ct du: iwg ronstructirrr, c=arti'fy conforms- ith the
21E UNDERGROUND STORAGE TANKS (2-20.ODD GAL). pia and specs, and rerti;y canptiance With
21F PHONE LOCATION ONLY (SEE JGO SHEET FT-1 FOR CONDUIT sto water rules (1 aA NCAG 2H 1008 (j) )
SIZE/ NUMBER OF CONDUITS). pennit# S.` fl.� _.r _ Date
21G AIR VACUUM UNIT (SEE JOD SHEET FT-1 FOR CONDUIT by NCDivision of W r gotq
SIZES � vision Date 1 0
21K MURPHY EXPRESS 10 SIGN (GC TO COORDINATE CANOPY SIGN
LOCATION WITH MURPHYS CONSTRUCTION SUPERVISOR). 0
21L PRICE SIGN (GC TO COORDINATE CANOPY SKIN
LOCATION WITH MURPHY'S CONSTRUCTION SUPERVISOR).
21 M MURPHY OIL MONUMENT SIGN. 0
21 P 4' x r ICE UNIT IIUUII ®®®®
51 B IUMIIIS OF OVERLAY PAVEMENT
70A GUARD RAIL TO MATCH EXISTING GUARD RAIL ice"
o
STOP BAR � SITE DETAILS Uj V-
3D CONCRETE SI"ALK Z
3N WHEELCHAIR RAMP IN SIDEWALK o
(TYPICAL AT EACH DRIVEWAY CURB RETURN)
4E 'TRAFFIC BAKER
9U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR .�
INDICATED AT SYMBOL). C)
a 9V ACCESSIBLE PARKING SIGN.
t e 1OA TRAFFIC FLOW ARROW (T'YP.).
IF 100 STOP BAR (TYP.). Lu o iax:
SOD TREE PLANTING ON SLOPE (TYP.) n 0 j
30E SHRUB PLANTING ON SLOPE (TYP.) 11Inn
c;
PARKING INFORMATION: E
MURPHY OIL
DESCRIPTION
BUILDING
AREA S.
REQUIRED:
RATIO
SPACES
MURPHY OIL
1.2DO
6.7 1000 S.F.
REGULAR
ACCESSIBLE
IVAN ACCESSIBLE
TOTAL
6
1 2
8
STALL DIMENSIONS:
PROMDED:
9' x 19,
RATIO
SPACES
8.3 1000 S.F.
REGULAR
ACCESSIBLE
I VAN ACCESSIBLE
TOTAL
8
1
1
10

/y) G1? L_
gl / - 7
PROPOSED - MURPHY
-EXPRESS PARCEL
LEGAL DESCRIPTION
ALL, MAT TRACT OR PARCEL OF LAW L.YLIVG AND MW LOCATED IN MATIHEWS
TOWNSMR. CHATHAM COUNTY, NORTH CARQLLNA, AND BITING MONK PARTICULARLY
DESCAM AS FOLLOW&
TO. LOCATE THE POINT OF BEW0% COWJE CE AT A PK NAIL LOCATED AT THE
INTERSEC7I0N OF THE BEGLNNLLsIO OF THE RIGHT OF WAY OF U.S, N9OMY 64 iMTH THE
CENTERLINE OF THE NGFLT Or -WAY W SELL 2229, TNT S 42"V43" Li, A DISTANCE
OF 101.94 FEET 70 A RIGHT OF WAY A0IUUBff IN THE SOUTNIERN MARGIN OF 7W
RIGHT OF WAY OF ULI WWMY 6* D OM ALONG TNLR: SLILITHERLY MARGIN OF THE
Rmr OF WAY OF. LDS. L#"AY 4 ALONG THE ARC OF A CIRCULAR.,CURVE TO THE
RIGHT HAVING- A RADIUS OF 2,�; 31 FEET, AN ARC DISTANI.E OF 631.40 FEET, SW
ARC BI[ NIC SURTIOVDW BY CHORD BEARING S 891OW N . A DISTANCE OF SM-38
FEET 70 A RIGHT OF WAY MONUMENT; 7FIENC.iE � ALONG SAS R4HT-4OF-WAY
S W75W & A DfSTANCE OF IM60 FEET TO THE POINT OF BEGNIIING;
yHEMX CONINUNG ALONG THE SOUINfEIRLY 94RQN OF THE RMT OF MAY OF US
HIGHWAY O k S 861510' & A DISTANCE OF 15MW FEET TO A NEW IRON PINY; D E'NNLE
LEAVING THE SOIITNLERL.Y MARGw OF WE RIGHT OF WAY OF 141 HMMY 64 S
01,Wwr W, A DfSTA► CE OF 240.00 FIST TO A NEW IRQIN Pft NfM N 88'15W A
A DISTANCE OF t5a0O FEET TAD A NEW IRON PNt THENCE N 01`W40" & A DISTANCE
OF 24aW FEET TO TN E PONT OF BEGANALIM
SAID PARS OF LAND CONIA NG 0.IU26 AGRM OR 36,000 SQUARE FEET MORE OR
LESS.
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N. T.&
U.S. MMWAY 64'
LOCATION MAP
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TITLE EXCEPTION GENERAL NOTES �ERTII=ICATION .. w '
THIS SURVEY WAS PERF01" 017H THE BENEFIT OF FIDELITY NATIONAL TITLE f. SURVEY PROMM;S TMIS SURVEY IS BASED ON MEASUR%VVTS OIBTALNIED USING AN T . MURPHY OLL USA, M AND FIDELITY NATFQNAL. TITLE INSURANCE COMPANY; � � Ok co �
tNSAW CE COMPANY COMW IME'NT FOR TITLE INSURANCE HINDER NUMBER INSTRUMOIT CAPABLE OF READM ANWEAR ME49JRBMTS DIRECTLY TO A WII WM OF 5
09R228151-00 DATED ,A4N UARY 07. 20OR SECONDS OF ARC AND LINEAR f NENSIONS DIRECTLY TO 0.01 FEET INNS t5 7D GER7FF1' THAT 71iJS MAP OR PLAT AND THE SURVEY ON i41#C2l IT I5 BASED WER1E
MAE IN ACCORDANCE WIN THE "ANWN STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM
SURVEYORS COANIIM73 ARE MTH RESPECT TO ME PROPOSED MURPHY PARCEL AS I THE FIELD DATA UPON iWHCH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT LANDD ARE SLURVEW, JVMY ESIA&MIED AND ADOPTO BY ALTA AND NSPS IN 200A AND � � cc
9001 HEIWX BEtIVG A PORTION OF THAT PARCEL CONVEYED Tip LODESTAR NN 311,555 FEET. AND AN ANGULAR ERROR OF 2 SECONDS PER ANGLE' POINT AND WAS .UDES ITEMS 1, 2, A 4, .8, 9, 10. 11A, 13 AND 16 OF TAUS A 7NOIEW, PURSUANT 70 THE
DEVELOPMENT'
LLC AKA. LODESTAR INVESTMENTS;, LLC BY VKTUE OF A SPECIAL. ADAUSTELF BY 7NlE lapAdPASS RULE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF TENS
WARRANTY DEED MMM IN D.Q 804 PGL 269, CHATHAM COUNTY RECORDS f,ER70CATION, UNDFRSIGYrNE'D FURTHER CER7IFTES THAT NV MY PRWESSONAL OPINfIONI. AS A LAND
3. INNS PLAT HAS BEEN CALUUTATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WTHIN SLUFLMOR REGISTERED IN THE STATE OF NORTH CAROLINA. THE NELANVE POSITIONAL ACCURACY
"VEY RFT.ATED SMOULE B - mm.2ammm OJVE FOOT IN 1,=O FEET. OF N #S SURVEY DOES NOT EXCEED' THAT "Cf! IS SPECIFIED TI"If1Rk � Z
A DECLARATION OF CO"ANM COMNIKM RESTR=ONS AND EASI7if IS T 4. TITLE TO THE SURVEYEL7 STY IS CURRENTLY VESTED AN LODESTAR DEVELOPMENT. LLC
TMG ANY COVENANTS OR RESTRCTOM IF ANY, BASED UPON RAM COLOR. (NOW KNOW AS LODESTAR ITS LLC PER D.B. 13M PEL 795) BY VIRTUE OF A cf)
MOM SEX SEXUAL ORIENTATWK FAMILIAL STATIA MARITAL STAW4 SPECIAL TNA RRANTY' DEED RECORDED IN D.S. PG. 264 CHATNAM COUNTY RECORDS. w. � � � O
AISARFUTY, HANDICAP, NA RUM ON W,. ANCESTIRY, OR SOURCE OF INNCOM& AS / � � � Lu �<
SET FORTH IN APPLICABLE STATE CDR FEDMAL. LAWS, L7(CEPT TO THE, EXTENT � I HAVE NDii4 QNED FEMA FLM 06URANCE RATE MAP Na M0877200J DATED 2-2-07 AND SIGNED � DATE' M
THAT SAID C OWNANT OR RESTRICTION IS PERMITTED BY APPL.ICASLE LAW) HAVE 'DETERMOYED BASED SOLELY BY GRAPHICALLY SCALING THE LOC47M ON iHtr' MAP RODNEY E ABNEY, JIL � 3: U
RECORIL D IN BOW 104 PACE 201 CAST DEIMUN dE IF IT AFFECTS SUBJECT WAT INNS PROPERTY IS NOT SHOWN TO BE LOCATED W 7hW THE LIMITS OF A DESMATEO NORTH CAROLNA PLS L--4510
PROPERTY, DOCUMMt NOT PROVIDED TO S[URVE1'UR. FLOW HAZARD AREA. cc >on :E
4. BUILDM RESTRIC710N LINES, EASEAIFNITS, AND ANY OTHER MATTERS SHOW ON TRUE BASIS OF NORTH USELD FUR INNS SURVEY IS P.B. 20A Rt 311 ELEVATIONS SHOWN
MAP OR PLAT RECMDED IN BOOK OF MAPS 2003, PAGE JIZ AFFECTS SI JECT ON PHIS SURVEY ARE BASED ON GPS 0MRVATIM (NAVD 88). � :zoo
PROPERTY BUT IS BLANKET IN NAnW AND NOT PLOTTABLEL MA)1E'RS W% I ARE
PLOTTABLE SHOWI+N ON SURVEY (ST01W DRAIN). 7 TNT' SURVEYED PROPERTY IS ZONED COIIAiEROAL (H--C:) ACCCiIRDW TO THE SILER CITY {-- Z
PLANNING DEPARTMENT (EX -7 RRLTi71RAAL AURNSWRON) AND IS SUBJECT TO WE F
v. EAS :'T'(S) FOR •P'JLT',.0 ',iA7E tUT"N,LT3M >°Rc' 1AWVTS AND O—IMC TOMS O JIMS ZOian4 �i%Xiiiik Ta SE—ocFiu".K
RESTS FOR INS ZONNVG CLASSIFTCARON ARE � j"■
6. SEWER EASEMENT AGREEMENT RECORROED IN BOOK PAGE J09, AND AAA � H
IN BOOK 820 PAGE 264 CHATHAM COUNTY TRY. DOTS NOT AFFECT FRONT 40 FT.
SUBJECT PROPERTY. APPURTENANT EASEMENT SIDE 0 FT: co tt l z
7. ACCESS EASEMENT AWMFJVr RECON 0 IN BOOK 814 PAGE 1074 CHATHAM REAR 0 FT. IN
■■�■ � �
COUNTY REGISTRY DOE'S NOT AFFECT SUBJECT PROPERTY. &THE TAX PARCEL 10 FOR THE SUBJECT PROPERTY IS .75WI AP Na SM-32-5073=0 . O
& DECLARATION OF /EGRESS EASEMENT RECORDED IN BOOK. 856. PAGE 23% 9 UTlUTY INFORMATION SHOWN ON TICS SURWY tS BASED ON ABOVE WOUND EVIDENCE c*
cHATHAM Comm RECTwky. DOES NOT AFFECT SUBJECT PROPERTY, OBSERVED AT THE TIME ON FIELD SURVEY NO CERTI�TCATION, OUARAN7EE, OR WARRANTY �
AMWTENANT EASEMENT. O" ANY IUND IS
MADE AS TO THE ACCURACY OR THOROLIONA& S OF WE' RO MA77ON W � 2
9. Ri ff-OF--WAY AGREEMENT WIN THE NEC. DEPARTIMNT OF TRANSPORTATION, comcomG UTIUTIES 94M OR NOT SHOYL+l1F ON TNNS SURREY. 0. cl)
ROWED IN BOOK 6K PAGE IOM BOOK 694 ' PAGE 10* BOOK 647. PAGE NORTH . CAROLAA ■■■■� Q
99Z AND BOOK 434. PAGE 274 CHATHAM CWfTY REGISTRY. UNABLE TO CHATHAM COUNTY co
�
DETERMINE lF INSTRUMENT AFFECTS FROM WOWA71ON PROVIDED V
!, IROANIEY E ABNEl; .LR., HEREBY CERTIFY THAT,- 7HAT THIS IS A CORRECT PLAT MADE AND
is E'A3�E71 m(s) TD THE TDm OF suw CITY Am To EARNE5T F_ STILTS AND WIC DiRAiVAI L1h�ER MY DIRECTION AND SUPERVISION FROW AN ACTUAL FIELD SURVEY MADE BY
MELLY D. SLITS RECDOIPDED IN BOOK 444 PAGE JOA AND BOOT( 757. PACE M BECHTLER MMMELD SOUTHEAST, ULP (DEED DESCRIPTION RECORDED IN DEED BOOK 804 PAGE
CHATHAM COUNTY RMTRRY DOES NOT AFFECT SUBJECT PROPEIM. 269), THAT ANY BOUNDARY OR PARCEL CANES SHOWN HMOV BUT NOT SURVEYED ARE SO NOTED
lWTH THE DEED SOURCE OF tNIFMATIONL THAT TRIMS PLAT WAS PREPARED IN ACCORDANCE NTH }-- ■
11. EA'S) TO CAROLNWA POWER AND LWHT COMPANY RECORRDED IN BOOK Eft CIS. 47--.V AS AMWDEA THAT THE.FIELD SURVEY AIL:ETS THE REONO64T.S OF A URBAN LAND
PAGE 1021, CHATHAM COUNTY REGISTRY. UNABLE TO DEMWONE IF EASEMENT SURVEY (CLASS A) AS DEFINED WTHIN THE "STANDARDS OF PRACTICE FOR LAND SURVEYING IN
AFFECTS SUBJECT PROPERTY BUT IS. BLANKET IN NATURE AND NOT PLATTABLE
NORTH E"ARQLpVU1. (21.56.1600 N.C.II,.CZ), . THAT M RATNO OF PNRE'(i As CAi.C11,La7ED BY . _
1Z D .ARlITION OF . GdRESS EASEMENT RECORDED V BOOK 805, PALE 2i'2; �7E CWiPUTATION IS 1/311.&% THAT ALL AREAS SHOW FIf%ON NEW COMPUTED BY on==
CNATHAA! COUNTY IREG1 /t CANNOT EMENTIRE IF D AFFECTS SUBJECT P COOMNAIE MEiMOD, THAT SURVEY .� A �f O►� LAND WNTAW AN AREA OF THE �
PROPERTY. OUNT REG NOT PRNNOTD T SURVEYOR CMITY OR AIWCfPAUrY THAT W AN OMANGE THAT RMLATES PAILS OF LAND (INS =� ■�,
SLMW1570!(V TO BE PLATTED BY OTHERS),
11 EA�S) WIN COVENANTS AND! RESTRICTIONS RECORDED AV BOOK PAGE ui
LIMINESS MY QRIGINAL SNtNA7#Jli& RL:C.SiTtATIC�I NIMBLE AND SE+4L. C
2M CHA AAN LYDLNVTY NREGISTRY. CANNOT � IF Ir AFFECTS s#UadECT. ..,I
PROPERTY Y LNSTRUNENT NOT PROV11DED TO SURVEM
SIGNM'
RODNEY E AMY, X. DATE �--
NORTH CAROLLNA PLS NCL L-4MO
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PROJECT NO.
THIS SURWY IS OF A PROPOSED PARCEL OF LAA0 TO BE PLATTED BY OTHERS. ORA KING FILE;
NO SALE OR CONVEYANCE SHALL BE BASED ON 7NS SURMEY 08-168--0 SUrvey dwg
t1N71L. SUCH. TW 714E SUBJECT PROPERTY HAS BEEN DULY SUMMED SHEET NO.
AS SHOWN HEKO,N IN ACCORDANCE WITH APPLICABLE ORDINANCES OF THE
COUNTY OR AR1MCIPALJTY THAT REGULATE PARCELS. OW' LANDsi,
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