SW5111001_APPROVED PLANS_20111130

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW S
DOC TYPE
❑ CURRENT PERMIT
P2 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
ov�/l�
YYYYMMDD

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SHEET INDEX
C-1
C-2
C-3
C-4
C-5
C-6
C-7 TO C-9
C-10
CONSTRUCTION PLANS FOR:
QUALITY OIL COMPANY, LLC
ANGIER PERFECT GAS HOUSE
COVER SHEET
SITE STAKING PLAN
GRADING AND STORM DRAINAGE PLAN
EROSION CONTROL PLAN
UTILITY PLAN
LIGHTING AND LANDSCAPING PLAN
STANDARD DETAILS
EROSION CONTROL DETAILS
Know what's below.
Call before you dig.
GENERAL LEGEND:
PROPERTY CORNER
O
RIGHT OF WAY
R/W
UTILITY POLE
0
EDGE OF PAVEMENT
EP
TELEPHONE PEDESTAL
LTi
CURB & GUTTER
C&G
TRANSMISSION TOWER
BACK OF CURB
BC
GATE VALVE
TOP OF CURB
TC
WATER METER
TOP OF SIDEWALK
TS
FIRE HYDRANT
TOP OF WALL
TW
PIV
-♦
REINFORCED CONCRETE PIPE
RCP
WL PLUG 1 THRUST BLOCK
A
POLYVINYL CHLORIDE PIPE
PVC
REDUCER
Q
DUCTILE IRON PIPE
DIP
MANHOLE
@4
CORRUGATED METAL PIPE
CMP
CLEANOUT
0
HIGH POINT
HP
CATCH BASIN
®
BREAK POINT
BP
JUNCTION BOX
❑
TREE LINE
SPOT ELEVATION
100.00
DRAINAGE FLOW -- -—�
SIGN
J6
PROPOSED
RIGHT OF WAY
CENTER LINE
UNDERGROUND ELECTRIC LINE
OVERHEAD ELECTRIC LINE
SANITARY SEWER PIPE
STORM DRAIN PIPE
WATER LINE
GAS LINE
UNDERGROUND COMM. LINE
OVERHEAD COMM. LINE
FENCE LINE
EXISTING
WW---
— -- — UE
— -- -- OE
— --- SAN
STD
--- --- G
— T
---- OT
x
MAJOR CONTOUR 250 250
MINOR CONTOUR 252 M • '— _ 2 2 _. wu .
CURB AND GUTTER
SPILL CURB AND GUTTER
CONCRETE PAVEMENT s:i„`; ;��y�' •4 =;is.;
ASPHALT PAVEMENT
NOTE: EXISTING FEATURES ARE SHOWN SHADED UNLESS ALREADY DISPLAYED.
UE
OE
SAN
ST
G
UT
OT
62m26486=00
SURVEY4ns
MAULDIN - WATKINS SURVEYING, P.A.
P.O. BOX 444 / 1301 W. BROAD ST.
FUQUAY VARINA, NC 27526
[phone] C-929
* ISSUED FOR
CONSTRUCT/ON
QUALITY OIL COMPANY, LLC
1540 SILAS CREEK PARKWAY
WINSTON-SALEM, N.C. 27102
PHONE: [phone]
FAX: [phone]
www.qualityoilnc.com
ENGINEER
ms corisultar-its iris.
engineers * architects * planners
155 US Highway 70 west
. Garner, North Carolina 27529-3942
Phone: [phone]
Fax: [phone]
www.msconsultants.com
LOCATION PLAN
SCALE: 1 "=500'
BY: k. ) t l �
WILLIAM DREITZLER, PE
REGISTERED ENGINEER No.
NORTH CAROLINA
P�o R070�,,ry7f
��.lratf�ENii _•� CJgTC� ��iiei1.iCiU";' .
DATE: _ 9- Z? -,11
18079
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SITE DATA
OWNER/DEVELOPER:
QUALITY O L COMPANY, LLC
1540 SILAS CREEK PARKWAY
WiNSTON-SALEM, N.C. 27102
PHONE: 336-•722-3441
FAX: [phone]
PROPERTY ID:
ANGIER PERFECT GAS HOUSE
GIS PIN 0675-50-5428
NOTES
1. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER,
CONTRACTOR. OR DEVELOPER FROM MEETING ALL THE REGLINEMENTS OF THE
TOWN OF ANGLER UNIFIED DEVELOPMENT ORDINANCE AND THE LAND USE PLAN
(AS APPLICABLE). AND ANY OTHER STATE, AND FEDERAL. REGULATIONS AND
2. ALL DIMENSIONS ARE TO BACK OF CURS
3. S!TE ELEVATIONS ARE REFERENCED TO THE TEMPORARY BENCH MARK LOCATED
ON THE FIRE HYDRANT ALONG KENNEBEC RD. SEE SHEET C--4 OR C-5.
4. SIGN LOCATION APPROVAL IS NOT IMPLIED BY SITE PLAN APPROVAL ALL SIGNS
SHALL BE PERMITTED SEPARATELY AT THE PLANNING AND ZONING OFFICE.
5. PROPOSED GRASS SWALES DRAIN OFFSITE WATER.
S. PROPOSED CURB TRANS FROM STANDARD 2' CURB AND GUTTER (ON
SrM TO NCDOf STANDARD 2.W CURB AND GUTTER (LIME NCDOT R/W) AT
EASEMENT AREAS:
STORMWATER - 0.156 AC
SANITARY = 0.329 AC
JOIN' DRIVEWAY = 0.093 AC
/ 2"
/
•O
DB 13766. PG 0050 THE RIGHT OF WAY. TRANSITION AT A 4:1, APPROXIMATELY 2' TO COMPLETE /
WAKE COUNTY REGISTRY AND SHOULD BE FULLY TRANsnIONI=D BEFORE LEAVING STIE.
7. SURVEY PREFORMED BY MAULDIN - WATKMIS SURVEYING. P.A. P.O. BOX 4" ,I• '� / / ��
SITE INFO: 5/.�i2 01 . BROAD. FUQUAY VARINA. NORTH CAROLINA 27526 (919) S�` gy.��y O / ` :•� ' ,
ZONING CLASSIFICATION - GC JASON E. EMERSON
SITE - 1.46 AC BETTY B. EMERSON
TOTAL AREA -
SITE AREA IN PROPOSED R/W ADDITION m 0.04 AC D.B. 8891, PG. 523 /
PARKING SPACES REQUIRED = 17 SPACES B.O.M. 2001, PG. 673
PARKING SPACES PROPOSED = 18 SPACES
= GAS STATION / � / ` .• " $. � :�.'
INTENDED USE `8
IMPERVIOUS SURFACE CALCULATIONS /
TOTAL SITE AREA = 1.46 AC WOODS LINE/ / , / �.fi� '' `' .. ; :,
TOTAL IMPERVIOUS AREA - 0.62 AC / / G'I' CONCRETE td:
PERCENT IMPERVIOUS 42.46 X / S' / SIDEWALK
\ V
w
EXIT�ryh•
��C:�� ss •sr �O. SIGN
1 �GARAGE N / /
w WOODS LINE 30'"
ti ern. 4.
B /
�. WOODS
« y ADA , :.. d' o ; N LINE
// r GdL1PI;W, 1. o
68.75 i+2ATuIP. o
20' FUTURE HANDICAP PMKING
ITARY /r , - ' ' SEE DETAILSAN
•
\ EASEMENT /./. ?j3• try ��.,+'_,.;: ,,
Lter..- . / r.. 'y ,.' r' `'•
PROPO X
2228 QFT / , ' �•
TR
AREA
20000 GALLON 87 E•-STOP BUTTON
ACCESSIBLE TO
Cl ry OCTANE UNDERGROUND ATTENDANT . ` ix'' °�•
8" PIPE
'S(
w X TANK PENT PIPES 12000 DIESEL AND �S j
= I 10*X12'X6" DUMPSTER 12000 GALLON 93 3000 K1 IN A DOUBLE
10' SIDEYARD SETBACK PAD. CONTRACTOR TO OCTANE UNDERGROUND COMPARTMENT a-
PROVIDE SCREENING TANK UNDERGROUND TANK
PER ORDINANCE Bp+N r /
1 Sj1N 7'X40' VENDING
J ! K1 PUMP AREA WITH ss STORMWATER
WATER HYDRANT d EASEMENT 1� #
9,'TST0RM11
0AIR E"C- TERrBMID vGo
1 ;i^ •, •q. ''': `,©' �':�''ARR. #'.UNDERGRO ND STORAGELLI
!'�' •'� .' ' '` s � .� 10PO O. ♦ • � . tir A' r - y' � • :,A •p� , P' • r' 11 1
f • �' n;,• N LIGFiF POlN �i _7 i80.
.10
. ,�' `. �.' r,. v r• • V. a a' r ► a -a
PROPOSED W
36'X112' JOINT DRIVEWAY EASEMENT ! . � �• r �D
1 1. .' ♦ -ery • ,� •� SAND FILTER
1 i } A, ~ " • e q" ' r rr , FLAG POLE
f
J
1 i
1
J •s
OiVT °YA
`.."
>:
VERTI
11AM5
<' �" 1
< K . N. ..
r S[AN
s •i
_r r.
L'fdRA#�l
y3 •' .
s.
PRICE ID SIGN
1
f
s' i i•
r
1
J k. - •S. ENTRY SIGN (d
� O ADDRESS SIGN N �� ' �•
PAVEMENT ::� <; : C4 PROPOSED 120' R/W LINE
(TYP) ,. , M TO Fr, -
MARKING. , ,.. - .... ., _ a
65' R/w
3
a
m
AL
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co
CY
cc
ca I
1
,S
t
TIE INTO EXOING
EDGE OF PAS EMENT
z
4
I
PAINTED TRAFFIC y
ARROW (TYP)
I
TIE INTO
EXISTING EDGE
OF PAVEMENT
I
�L-
SAN i
. :. '' i . ; ::�
'�.:
•. ,. ;.. :en
_
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.r.. �� .' . :.� r '.
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.
'
; .
„ ;
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... _-.
- _. - `�..
- W -�
W W____ _ _ _ _ . - VV _ ._ .-
_ _ - W
EX 20" WAT ERUNE
. ___.. _ �..
-"
18" RCP
-
`- 30" RCP
'
-
.- � }
•. .�
- ,F
1.
�� •
-
TIE INTO EXISTING
EDGE OF PAVEMENT
25.0' 3 6. 020.0 65.0 32.4
on
PAINTED TRAFFIC PAVEMENT TIE INTO EXISTING
MARKING (TYP) EDGE OF PAVEMENT
ARROW (GYP)
*EXISTING R/W VARIES ACROSS FRONT OF PROPERTY FROM 101.2' AT THE NORTH ENTRANCE
TO 101.6' AT THE SOUTH ENTRANCE. ADDITIONAL R/W WILL BE GIVEN AT A RATE OF HALF
OF THE REMAINING WIDTH TO GET THE FULL WIDTH TO THE PROPOSED 1201. THEREFOR AT
THE NORTH PROPERTY CORNER 9.4' ((120'-101.2)/2)) OF R/W WILL BE ADDED AND AT
THE SOUTH PROPERTY CORNER 9.2' ((120-101.6)/2) OF R/W WILL BE ADDED.
S
KFNNEBEC CHURCH RD
` S� 2791 VARIABLE PUBLIC R/W /
S N.C. 55 HWY.
*VARIABLE PUBLIC R/W
is
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0 20' 4W
lQuafity Oil Company, LLC
Since 1929 Over'70 Years of UQ ALTTY Service
1540 Silas Creek Parkway
Winston-Salem North Carolina, 271.02
Phone [phone]"1 EMail gmcgann@gocne oom
Fax [phone] www.qualityoilm.com
FT
ms consultants, inc.
engineers"anshRects' planners
155 US HIGHWAY 70 WEST
GARNER, NORTH CAROLINA 27529
(919)-772-5M Fax {919} 8614964
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SEAL
18079
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ENGINEERS SEAT. & SIGNATURE
ANGIER
PERFECT GAS HOUSE
TOWN OF ANGIER,
NORTH CAROLINA
SITE STAKING PLAN
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o
Wx341: 1" = 20`
ARS
(11 "x17'): 1" = 40'
a
Designed by:
ARS
Sheet:
Checked by:
1
C- 2 of 10
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Project Number.
Date:
�
62-26486-00
November 21, 2011
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EXISTING PROPOSED DESCRIPTION
**- - -- 2o5--- CONTOUR
ELEVATION - CURB & PAVEMENT
ELEVATION - SPOT
GRADE SLOPE
-�-- GRASS SWALE (TYP)
NOTE:
1. REFERENCE DETAILS ON SHEET 9 FOR SAND FILTER DESIGN.
2. REFERENCE NCDWQ OMP MANUAL CHAPTER 14 FOR GRASS SWALE DETAIL
3. DRIVEWAY PIPE SHALL aE 18' RCP CULVERT WITH STANDARD PRECAST
HEADWALLS AND ENDWAUS.
4. DRAINAGE AREA TO PROPOSED SAND FILTER - 0.808 AC.
5. SEE DRAINAGE AREA EXHIBIT FOR FULL DRAINAGE AREA LOCATIONS
6. NO KNOWN WETLANDS ExIST ON THIS SITE.
7. SEE EROSION CONTROL PLAN SHEET 4 FOR RE--GRMNG DITCH AND LOWERING
CULVERTS ALONG NC 55.
& SEE DETAIL SHEET C-8 & C-9 FOR EACH INLET (k8,C & D) DETAIL
9. SITE ELEVATK*IS ARE REFERENCED To THE TEMPORARY BENCH MARK LOCATED
ON THE FIRE HYDRANT ALONG KENNEBEDC RD. SEE SHEET C--4 OR C-5.
— SAN
DA-1
=
DA-
2 =
DA---
3 =
DA-
4 =
DA-
5 =
0.808
AC
1.538
AC
1.566
AC
0.859
AC
2.514
AC
3,19 00 I 348.8 34� 0 U\'
I�iw rw wN rn•nors ■r�lmfM pll•1 rrrrisix w .rwfe MWI r rrr MM r WWNWKI
•li
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\
- -.1 m , ..,..�. ..,.
MOM *mom moftr + PIPE INV. 341.46'
sew
1 1 'rawi"u` now
Wawa
f �r
347.00
DA�5
34"w
S N.C. 55 HWY.
VARIABLE PUBLIC R/W
rrr 111
VT 1
3
343`42`
344`-'- -- - - --
1 1 1
I�� —r ------ —.
Quality Oil Company, LLC
Since 1929 Over 70 Years of QUALITY Service
1540 Has Creek Parkway
Winston-Salem North Carolina, 27102
Phom 336-72.2-3441 EMail g=gann@gocnc.I=
Fax [phone] www.quali*vi1l=c0M
ms consultants, Inc.
engineers ` architects " planners
165 US HIGHWAY 70 WEST
GARNER, NORTH CAROLINA 27529
(919)-772-5M Fax [phone]
\,0kill i frirlt,��
CCA Rod /rrrr
OILS''-
i SEAL l i
18079
ENGINEERS SEAL & SIGNATURE
ANGIER
PERFECT GAS HOUSE
TOWN OF ANGIER,
NORTH CAROLINA
GRADING AND
STORM DRAINAGE
PLAN
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Scale:
(2271 1- ■* 2W
(11"07-): 1- - 40-
Sheet:
Ce- 3 of 10
62-26486-00
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Drawn by:
ARS
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Checked by:
04
WWD
Date:
November 21, 2011
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55 ......__ _ __ _ _._ - _ _ -_--- ._._....�.� _ . _- _ _...........m_� -- ----- -_ _........ _.__..........+ _.._........__.._
EX. M H MH 1 -� � _....... ______..._. MH 2
RIM — 49.20' RIM — 348.60 RIM — 348.5'
INV. O — 342. ' i V. OUT — 343.18` IN OUT — 43.78'
INV. IN — 342.17 INV. IN — 343.28' NV. IN — 43.88' 35
50
—
-- ----
PROPOSED
GRADE
—
4
125'
F 8" PVC0
0.47
53' OF 8
PVC �
.4%
- _
—
34
40
33
35
0+00
0+50 1 +00
1 +50
2+00
2+50
3+00
3+50 3+78
O
Qom.
MH 2
RIM — 348.5'
INV. OUT — 343.78'
• INV. IN — 343.88
Y
1
1
a�?
MH 1
RIM — 348.70' I
IAV. OUT — 343.18'
INV. IN — 343.28' _ 1
4 r
EX. MH 20' SANITARY f —
RIM — 349.20' EASEMENT _ — — --� —
INV. OUT — 342.07' _ r -� 8" pVC 0.4� — J
INV. IN -- 342.17' _ — — �" 253� OF _ _ — — �' p �0(v
4-
EXISTING FIRE HYDRANT
TBM — BOLT ON FH
OVER 6" OUT — 350.90' ♦.
STANDARD 2" CUT
OFF VALVE
STANDARD 2" RPZ
PROPOSED 2" PE FIRE /
WATER LINE /
/ 40
0,
/ •0 /
�- 11 r,3
_ —
// CO 1
RIM — 348.00'
/ INV. - 344.88'
pVC
P
$"
OF 1%
RCP � o
d � e• �3
p•� y 4� r
aQ►�.00
CO 2
RIM — 347.20'
INV. -- 345.68'
' �0F
TSIPE
0.8%
rERMINATE
WATER LIN
SERVICES
2' FROM
BUILDING
PROPOSED 1= DC
(BY OTHERS)
NOTES= - (—� 416!D mommonlir-
1.
CONSTRUCTION OF UTILITY LINES MAY NOT BEGIN UNTIL ALL FEES ARE
PAID, ALL PERMITS ARE PRESENT ON SITE. AND NCMRCA71ON OF
CONSTRUCTION IS MADE TO THE APPLICABLE PERMITTING AGENCIES IN
ACCORDANCE WITH THEIR POLICES.
2.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF
EXISnNG UTILITIES.
3.
ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE BEST
INFORMATION AVAILABLE Tr IS THE CONTRACTORS RESPONSIBILITY TO
ACC UMTELY LOCATE BOTH HORIZONTALLY AND VER71CAALLY ALL EXISTING
UTILITIES PRIOR 70 START OF CONSTRUCTION. COST TO REPAIR
2" SERVICE
DAMwED unLmES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
TAP
UTILITY LOCATIONS CAN BE COORDINATED THROUGH NC ONE CALL
IC)ONNEC'TE�T LOCATION D SIZE OF EXISTINGUTILITIES TO
1 " SERVICE
BE SHOULD BEVERIFIEDPRIOR TO THE START
TAP
CONSTRUCTION.
4.
COORDINATE WITH TOWN OF ANGIER FOR LOCATION AND INSPECTION OF
STANDARD 1 "
g,
INSTALLED A M UM HORIZONTAL. SEPARATION OF 10' BETWEEN WATER
\ WATER METER
AND SEWER LINES. A MINIMUM OF 180 VERTICAL SEPARATION SHALL
k-
BE PROVIDED AT CROSSINGS, WITH THE WATER LINE PASSING ABOVE
STANDARD 1 " CUT
THE SEWER, AND WITH A FULL JOINT OF PIPE CENTERED AT THE
OFF VALVE
CROSSING.
S.
THE CONTRACTOR SWILL ADHERE TO THE: TOWN OF ANGIER STANDARD
STANDARD 1"► RPZ
7.
SPECIFICATIONS.
12" STORM PIPE SHALL BE APPROVED BY THE TOWN OF ANGIER AND
ENGINEER.
B.
RPZ'a- MUST BE TESTED YEARLY BY A CERIIF ED BACK FLOW TESTER
to
PROPOSED 1"
PE DOMESTIC
WATER LINE
► STORMWAl
A.ASEMENT
L
1
1W ..�. Y. y:•e
0 y% r
... -- �—'r: •�•,: � �� � � .�.- -r � RCP ® � 1
Of
.st•. Ny';. 1r
3I
cs
a
w�
LL N
Z
w
Y to
N
N
a
k 100' OF 20"
+l RCP ® 0.7%
1
10
Kwi .
N.C. 55
AR=A6`E pgBLIC TO
V _
Know what's below.
Call before you dig.
0 - 30' - - .
OWNER
Quality Oil Company, LLC
Since 1929 Over 70 Years of UQ ALITY Service
1540 Silas Creek Parkway
Winston-Salem North Carolina, 27102
Phone [phone] P,MaU [e-mail]
Pax 336-721-9520 www.quRUtyoilnc-=n
4F
ms consultants, inc.
engineers ; architects' planners
155 US HIGHWAY 70 WEST
GARNER, NORTH CAROLINA 27529
(9i9)-7724W Fax (9i9)-861 9954
�►�i►i irur►��
SEAL
l
18079 c
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ENGINEERS SEAT. & SIGNATURE
ANGIER
PERFECT GAS HOUSE
TOWN OF ANGIER,
NORTH CAROLINA
UTILITY PLAN
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Sheet: ARS
Checked by:
C- 5 of 10 WWD
Project Number: Date:
62-26486--00 November 21. 2011 0
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PROPOSED 1"
PE DOMESTIC
WATER LINE
► STORMWAl
A.ASEMENT
L
1
1W ..�. Y. y:•e
0 y% r
... -- �—'r: •�•,: � �� � � .�.- -r � RCP ® � 1
Of
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a
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w
Y to
N
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a
k 100' OF 20"
+l RCP ® 0.7%
1
10
Kwi .
N.C. 55
AR=A6`E pgBLIC TO
V _
Know what's below.
Call before you dig.
0 - 30' - - .
OWNER
Quality Oil Company, LLC
Since 1929 Over 70 Years of UQ ALITY Service
1540 Silas Creek Parkway
Winston-Salem North Carolina, 27102
Phone [phone] P,MaU [e-mail]
Pax 336-721-9520 www.quRUtyoilnc-=n
4F
ms consultants, inc.
engineers ; architects' planners
155 US HIGHWAY 70 WEST
GARNER, NORTH CAROLINA 27529
(9i9)-7724W Fax (9i9)-861 9954
�►�i►i irur►��
SEAL
l
18079 c
� rrrrli ►►
ENGINEERS SEAT. & SIGNATURE
ANGIER
PERFECT GAS HOUSE
TOWN OF ANGIER,
NORTH CAROLINA
UTILITY PLAN
T
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Scale: Drawn by:
(22"x.340). 1 ARS
(t t'xi77: t' — 60' Designed by:
Sheet: ARS
Checked by:
C- 5 of 10 WWD
Project Number: Date:
62-26486--00 November 21. 2011 0
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LANDSCAPE NOTES
1. ALL PLANT MATERIAL INSTALLED SHALL BE FREE FROM DISEASE.
2. PLANT MATERIALS SHALL BE PLANTED IN ACCORDANCE WITH GENERALLY ACCEPTED AND RECOMMENDED
PLANTING AND GROWING PRACTICES.
3. ALL PUNT MATERIAL SHALL BE INSTALLED IN A FASHION THAT ENSURES THE AVAILABILITY OF SUFFICIENT
SOL AND WATER TO SUSTAIN HEALTHY GROWTH.
4. ALL PLANT MATERIAL SWILL. BE PLANTED IN A MANNER WHICH IS NOT INTRUSIVE TO UTKJTIES OR PAVEMENT.
5. NO TREES IDENTIFIED AS LARGE TREADS SHAM 13E PLANTED UNDER OVERHEAD UTILITY LINES OR WITHIN FIVE
(5) FEET OF A UTILITY EASEMENT. THIIS DOES NOT INCLUDE LOW VOLTAGE INSULATED OR COVERED LIES
OF 240 VOLTS OR LESS, OR TELEPHONE OR CABLEV S10N UNES.
6. ANY VEGETATION THAT IS PART OF A REQUIRED LANDSCAPING AREA SHALL BE RED WTFNN 60 DAYS IN
THE EVENT THAT IT DES.
7. ALL LANDSCAPING MATERIALS SWILL BE PROTECTED FROM DAMAGE BY EROSION, MOTOR VEHICLES. OR
PEDESTRIANS WHICH COULD REDUCE THE EFFECTIVENESS OF THE REQUIRED LANDSCAPING.
8. GROUND COVER INSIDE THE REQUIRED BUFFERS SHOULD CONSIST OF LOW —GROWING EVERGREEN SHRUBS,
EVERGREEN GROUND COVER, OR MULCH COVERING THE BALANCE OF THE BUFFER.
9. LANDSCAPE CONTRACTOR IS TO VERIFY LDCATION OF ALL UNDERGROUND UTILITIES AND RECEIVE APPROVAL
FROM GC OR SITE SUPERVISOR, F NECESSARY, Tao MAKE CIIA1NGES IN PLANT LOCaAT10NS.
10. LANDSCAPE CONTRACTOR MUST COORDINATE WITH GENERAL CONTRACTOR AND OTHER SITE OPERATIONS.
11. MINOR ADJUSTMENTS TO THE PUNT LOCATIONS ARE TO BE MADE N THE CASE OF ANY CONFLICTS WITH
PROPOSED UTIUTIE5. SITE SNEER TO BE NOTIFIED IF/WHIEN THESE CHANGES DO ARISE.
14, ALL REQUIRED PLANT MATERIALS. PLANT INSTALLATION, LANDSCAPING MAINTENANCE SHALL BE PUNTED
ACCORDING TO THE SPECIFICATIONS SET FORTH IN CHAPTER 7. LANDSCAPING REQUIREMENTS, TOWN OF
ANGLER UDO.
15• THE PROPOSED TREE SAVE AREA SHALL AVIDE TO SECTION 7.4.4 OF THE TOWN OF ANGLER UDO. EXISTING
TREES AND ROOT PROTECTION STANDARDS.
16. PLANT QUANTITIES HAVE BEEN PROVIDED FOR CONVENIENCE ONLY: THE LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR HIS OWN "TAKE OFFS'. DRAWING PREVAILS OVER WRITTEN QUANTITIES.
17. VISIBILITY AT INTERSECTIONS — EXCEPT AS HEREIN PROVIDED, ON A CORNER LOT IN ANY SOMMICT, NO
HEDGE, SHRUBBERY, TREE, NATURAL. GROWTH. SIGN, FENCE. WALL, OR OTHER OBSTRUCTION SHALL. BE
PLACED OR MAINTAINEDAm TMSIGHT TRIANGLE. IN INSTANCES WHERE NCDOT SIGHT TRIANGLE
PROVISIONS ARE APPLICABLE. SUCH REGULA71ONS SHALL. PREVAIL T;1
PLANT MATERIAL & SIZES
SYMBOL
QUAN.
BOTANICAL NAME
COMMON NAME
SIZE
O.C.
(SPACING)
ROOT
*
20
QUERCUS PHELLOS
WILLOW OAK
2.5' CAL
10' HT.
AS SHOWN
3 GAL
37
LAGERSTROEMIA INDICA
CREPE MYRTLY
2.5� CAL
10 MT:
AS SHOWN
3 GAL
is
55
ILEX CORNUTA
DWARF BUFORD HOLLY
30m.CROWN
HL
AS SHOWN
3 GAL
* IiwF
90
DANAE RACEMOSA
LAUREL, ALEXANDRIAN
1 S" HT.
AS SHOWN
3 GAL
GRAPHIC SYMBOLS OVERRIDE LISTED QUANTITIES
WIiERE DESCREPANCIES
OCCUR
SUBSTITUTIONS WITH THE TOWN OF ANGLER APPROVED PLANT LIST MAY BE MADE AT OWNERS REQUEST.
EXISTING WOODS LINE
F-1
JASON E. EMERSON
BETTY B. EMERSON
D.B. 8891, PG. 523
B.O.M. 2001, PG. 673
*
/ EXISTING
EXISTING } // WOODS LINIF/
GARAGE ,{ /
* DWARF BUFORD HOLLY IS A SUBSTITUTION FOR AN EVERGREEN
SHRUB THAT REACHES AT LEAST 6' IN HEIGHT THAT IS THE SAME
SPECIES OF OTHER LISTED SHRUBS IN THE LANDSCAPING MANUAL
10' TYPE A SIDE AND
REAR YARD BUFFER
20' FUTURE
SANITARY .,
j EASEMEIV
x / /
PROPOSED /
WATER SERVICE/
/ EXIT SIGN
/ O 4
o / �•a Q�Jy
O /
x
/
/ 20' FUTURE 15' TYPE A SIDE AND E-STOP BUTTON
f / SANITARY EASEMENT REAR YARD BUFFER � ACCESSIBLE TO
ATTENDANT
PROPOSED 2226 SQFT
TREE SAVE AREA
1000W LIGHT
�T S 1000W LIGHT WITH AN EVERGREEN
E--STOP BUTTON SHRUB (IYP.)
ON LIGHT POLE
I A
C
LN6BRE,o W
OOOW
LIGHT
LARGE CANOPY
TREE (TYP.)
* 10' TYPE C ---
�� 1
VY x
• � r
y� STREET YARD '
©� BUFFER
20
n��
F
/f
/ ll
11
�- STORMWAf FR BMP
•° 1
t •y�
100OW LIGHT
41
- SIGHT
TRIANGLE
SIGHT
TRIANGLE
EXISTING
WOODS LINE
I�
1000W LIGHT
'77 1 1TANK VENTS STORMWATER�
V �` EASEMENT !l , _ 4
LU
O�Loacoo I i U i
d
_ - j PROPOSED SEWER LINE !r t •
Zi
Ld
0 aa?ci o 1 If E ® I j �� ► to
imm
►a j i 1 j0 f CV
ca
36' SHARED ENTRAN E i ADDRESS SIGN i
FLAG POLE
IOOOW LIGHT 1
1 f 10' TYPE C STREET {
• i f i YARD BUFFER
PRICE IDENTIFICATION SIGN �0,
IENTRY SIGN SIGHT TRIANGLE
I � i
• SIGHT TRIANGLE 1 _
e e .1/' p 71f' 1Yr e
r : , . : • . ", 4 ' 'o, : , . ., , ' PROPO$ :5..iDEWA1 K •' '
f ti .
W—-�- W _ w WW
--j-- EXISTING PROPOSED R/W EX 20" WATERLINE
_.. - - - - ._ - .- _ -. - - WOODS FOR NC 55 .._,.._ , .,..._ . ....._. F _� .. _ , . _ . _.._...-._. • - . _._.. _._.. __.... * . _ , _
o �(b *�* -
y ' TAT _ .....,Y EX. _ T ,. Ty
Cr
S N.C. 55 HWY.
VARIABLE PUBLIC R/W
owl
OWNER
Quality Oil Company, LLC
Since 1929 Over 70 Years of U�1TY Service
1540 Silas Creek Parkway
Winston-Salem North Carolina, 27102
Phone [phone]"1 EMail gmegannQgocnc.com
Fax [phone] www.qualitpoilnc.com
ms consultants, inc.
engineers • archhecls"planners
155 US HIGHWAY 70 WEST
GARNER, NORTH CAROLINA 27529
(919)-772-5565 Fax [phone]
``,%JlkllFill/,,/
X y
SS/Oy..y
3 SCAT. l '
E_ 18079
V
tittia�.�Z
ENGINEERS SEAL. do SIGNATURE
ANGIER
PERFECT GAS HOUSE
TOWN OF ANGIER,
NORTH CAROLINA
LIGHTING AND
LANDSCAPING PLAN
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Scale:
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(22"x347: 1" = 20'
ARS
(11 "x177: 1" : 40'
Designed by: Qi
ARS
Sheet:
Checked by:
C- 6 of 10
WWD191
Project Number.
Date:
62-26486-00
z
November 21, 2011 ;�

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,
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s l d ♦ .1 A a.•_f i ... ,....___.�.._i�.. - .. ..$ • .. _.. _., 1. _... L ._i .. ;L t .... _�_� i _�>�_a�_. _ /
wap
� 71 RESERVED VAN
DINNER
PARKM ACCESSIBLE Quality Oil Company, LLC
A CCESSI BI LI T Y Since 1929 Over 70 Years of uQ ALITY Service
REMOVE ALL TAGS. 1/e"R.(TYP) JOINT FILLER co °D PARKING SIGN HANDHOLE I OOOW LIGHTING 1540 Silas Creek Parkway
REMOVE DEAD AND DAMAGED LIMBS. JOINT SEALER
PRUNE TO PROPER SHAPE. PAINT 1/8" TO 1/4" CONCRETE NOT TO SCALE SPECIFIED BY WNER 'Phone 335n�72�3441 North
gm gatuXlu gocnc.com
WOUNDS AND SCARS. Fax [phone] www.qualityoil com
D D v ° PE
v 9 s ' D v V v D v ° 2" " ���� ��®$�� `� BASE COVER • CHAMFER EDGES POLE TYPE AS
FASTEN WITH NEOPRENE TIE WRAPS ° s Q p { v a 0 v t 4 4 ONLY ONLY 2" D GALVANIZED POLE OWNER SPECIFIED BY
ANCHOR BOLTS
OR 5/8" BLK. RUBBER HOSE & 11 OR APV�b EQUAL
WIRE VARIES �
HANDICAPPED PARKING SPACES SHALL BE ASfm
" " 4" INDICATED ON THE SITE PLAN. PARKING SPACE
2 X 2 OAK STAKE SET AT APPX. 1 /2' SIGN AS REQUIRED BY LOCAL ORDINANCE.
70' DRIVEN MIN. , 8 DEPTH FIRMLY
a
INTO SUBGRADE AND SET INTO 6x6 W1.4xW1.4 WWF AGGREGATE * HEIGHT MAY BE REDUCED TO 60" WHERE SIGN
PREVAILING WINDS. BASE COURSE IS PLACED OUTSIDE PEDESTRIAN PATH.
NOTES GROOVE JOIN' 1" DEEP W/ 1/8" RADIUS SHALL BE REQUIRED IN THE FINISHED PAVEMENT / GROUND ELEVATION #4 BARS 5'_0"
MULCH AS PER SPECIFICATIONS CONCRETE SIDEWALK AT 5' INTERVALS. 12" O.C. ms consultants inc.
2. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS. EACH WAY engineers ' architects "planners
3. A 1/2 EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY N07E: 156 US HIGHWAY 70 WEST
FORM EARTH SAUCER WITH 3" HIGH RIGID STRUCTURE.
BERM. FLOOD WITH WATER TWICE CURB AND 2' MIN. CLR. GARNER, NORTH CAROLINA27529
SIDEWALK PAVING DETAIL ALL HANDICAPPED ACCESS FACILITIES 3000 P51
Al
DURING FIRST 24 HOURS. GUTTER (NP) SHALL CONFORM TO STATE AND FEDERAL CONC
A.D.A. GUIDELINES, WHICH SHALL TAKE 24" (919)-772-6565 Fax (919)•561-9954
111111111/1
,2" / OF THE BRAVED FROM THE TOP 1/3 NTS PRECEDENCE OVER LOCAL ORDINANCE.
POLE MOUNTED AREA LIGHT DETAIL ',�.....wwo
....
/ 9 a go ItAN01CAPPEO NTS =�� jFESS/py., 9 '�•=
SHANDICAPPEDE p MINIMUMYOF SEAL 9� ' _
PLACE ROOT BALL ON UNDISTURBED 2 CLEARANCE FROM BACK = :• 18079 F
SUBGRADE. OF CURB (TYPICAL) ,
/\�j\`�/\\�j\��\//\//\�/\//
, SF 9.5 A " SIGN POST �,� '••..V.V• �4,
TBASE COURSE HANDICAPPED PARKING DETAIL " BY OTHERS
SURFACE COURSE 2.5 119.0 B 1•
IUS
SHADE TREE P LANTI N G D ETAI Y2.5* "TS 2" ABOVE BACK 4 F CURB 2" ABOVE GRADE ENGINEERS SEAL. GNATURE
oNTS o AIA � # /2"R
0 a
,
r
$" 21—A AGGREGATE ANC 1 ER
• TREE SHALL BEAR SAME , COMPACTED BASE COURSE � " '
RELATION TO FINISHED]
SUBGRADE = A�- ,� 1/2 R
GRADE AS IT BORE TO NEVER CUT LEADER 1�2" PER FT. CURB
PREVIOUSLY EXISTING EXISTING PERFECT GAS HOUSE
GRADE 012.0' GRADE
FLEXIBLE ASPHALT PAVING 4 ,�, �� 16" saNaTUBE—/
• ALL TREES TO BE STAKED NTS m ° -4
a
a .11 1 /2" PER FT- 2.000 PSI CONCRETE
II � I 6" ,'-6" a SIGN POST
I RUBBER HOSE(S) 2/3 UP 2,_0" i` 4 v
TRUNK WRAPPING n m " TOWN OF ANCIER,
TREE OR TO FIRST BRANCH 16.0 NORTH CAROLINA
4000 PSI COMPRESSIVE STANDARD CURB & GU V-6" �" sTRTRAFFIC ION POST BASE
I:NGTH CONCRETE
MULCH, 3" DE 3" 6"X6"X6 GAUGE WELDED Igo2'-0"
WIRE FABRIC NTS
GUYWIRE(S) WITH H D CURB GUTTER
TURN— BUCKLES
SAUCER AROUND TREE 6" NOTES;
STAKE(S) 1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS.bc
ry
5" t JN 7" IN o V'zq*F,C*0*i:
Q 2. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED Wry STANDARD DETA!LS
50 FEET, AT THE ENDS AND MID —POINT OF RETURNS AND AT ANY POINTFINISHED GRADE �' q 6" WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE STRUCTURES.
12"
ABCY 11 . .... .. . .... .... ST3. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER AND
PITCHED GUTTER, UNLESS OTHERWISE NOTED ON THE PAVING PLANS. HANDICAP HATCH —WHITE FOR ACTUAL>A"
CONCRETE COMBINATION DIMENSIONS
PLANTING SOIL TYPICAL 2'-0"
SUBGRADE COMPACTED
CUT AND REMOVE BURLAP ti r _ ~ TO 98X MAXIMUM DRY CURB AND GUTTER
' 2"
FROM TOP 1/3 OF TREE BALL 18" MIN DENSITY (STANDARD PROCTOR)
TS
SCARIFY SUBSOIL TO CONCRETE PAVING DETAIL " DOUBLE YELLOW LINE 44" "
MINIMUM 4" DEPTH
SMALL ORNAMENTAL TREE PLANTING SINGLE WHITE LINE 4"
NTS
SUBGRADE
STOP LINE —WHITE 24"
O
REMOVEcQv
ALL TAGS. COMPACTED STONE 3000 PSI
COMPACTED STONE 'yifi fiS�icrEf:��,wtr:{Y.� Z
REMOVE DEAD AND DAMAGED BASE (6" MIN.) CONC. (fi MIN.) BASE 6 MIN. F+�.a4•: 5:31r•,,�a�:y rS:.�: S•a•k
SLOPE OR SHORING PER OSHA�;P�4- r.,.. �� 'w. }. TOP raw, ,ao� STANDARD TYPICAL PAVEMENT MARKINGS � O
C } REQUIREMENTS ^-��:``:=:`�"w�'-rs ' PROCTOR
LIMBS. PRUNE TO PROPER SHAPE. �.� .�•-,� 4d; d, d(••t�.d�df•dfLd�d•.a
PAINT WOUNDS AND SCARS. SAW TO 1-1/2 X EX. PAVEMENT EX. ASPHALT (SAW
THICKNESS 2" MIN. PIPE �€�E 95X STCANDARD 6" ~ (n
NEAT EDGE ( } TO NEAT EDGE} CLEAN (NO LARGER THAN 2") NITS
U
TOP OF BALL TO BE AT HAND —PLACED, DENSELY COMPACTED •N O.D. PROCTOR Z
LAWN GRADE. BACKFILL TO 1 - 0 ABOVE TOP OF PIPE G ..
•'' t z MINIMUM COVER 0
MULCH AS PER SPECIFICATIONS. C► • • O c
�.. .d; •. - ::•.�. •-; ,.:+ . � 2'—O" FOR STORM DRAINAGE 3" a
X BA5 ; ""` EX. RAS 3'-0" FOR WATER &SEWER. V
_ . •�_ ` �'•' •
— FINISHED PAVEMENT
•'.fir . ( a,
FORM EARTH SAUCER WITH 3" HIGH o ' WALLS SHALL BE SLOPED AND/OR : -� 4" MINIMUM AGGREGATE NO. 67 = ,
\ / p o 0 ` 1 \ / / \ / � SHEETING PROVIDED PER OSHA SPRINGUN • ••* BEDDING TO SPRINGLINE 'Q 0
MULCH BERM. FLOOD WITH WATER TWICE ��\\ �! / O ____ �lI\\ / �!\\\ ! ��. REQUIREMENTS
DURING FIRST 24 HOURS.
. _ Q G
BURLAP REMOVED FROM THE TOP 4 MIN. BEDDED PIPE
����\ 1 r `��\ 1 /3 OF THE BALL
\//�t2"+0.0. MIN. 112 OF PIPE O.D.
21V+o.D. MAX. it
PLACE ROOT BALL ON UNDISTURBED 24" / 24"
SUBGRADE. / __ NOTES:1. FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE AND WHEN CONDITIONS OF POOR OR NO. 4 REINFORCING BAR Q
\\/\`�\�\\�`\�/\��/ APPROVED BACKFILL SOIL OR ROCK ARE PRESENT, p r
\\//\\/I\\//\\Z :1M,\\/,\\//\\�`�\\//\\/�\� 2. FOR PIPE DIAMETERS 24" AND LESS, A = #'—O", g'-0"
I«
3. FOR PIPE DIAMETERS GREATER THAN 24". A = V-6".
4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH o
---- / IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE. IF USED, APPROXIMATELY 18" ABOVE TOP OF PIPE.
SHRUB PLANTING D " AIL UNDISTURBED SOIL 5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. COMPACTION p
REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF Z
PIPE
NTS `�` \ BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE. SCa!@' DT'OWE1 b I
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPIT y o
CONCRETE PATCH — ASPHALT PATCH HAS BEEN PLACED. (227x340): N.T.S.
7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100X TO A DEPTH 6" BELOW THE FINISHED GRADE OF ,. ARS 0
NOTE: BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE. FINISHED PAVEMENT (11 x177: N.T.S. Designed by: ar
DAMAGED PAVEMENT SHALL BE CUT—OUT & REPLACED WITH OVERLAY 8. PAVEMENT USED To 9. FOR PIPE INSTALLER OUTS REPLACE EXISTING PA EXISTING PAVEMENT
MENT BACKFILL TO SIMILAR
MI;XISTINGD EQUAL GRADE. TO THE TYPE REMOVED. Sheet AR5
TO MATCH EX. THICKNESS & TYPE WITH 12"OVERLAP. NEW
PAVEMENT SHALL BE BONDED TO EX. PAVEMENT WITH TACK COAT. NO, 4 REINFORCING BAR Checked by:
PAVEMENT REPAIR DETAIL PIPE LAYING DETAIL — TYPE __III C- 7 of 10 WWD
."""""" -PRE—CAST Pro1ed Number: Date.
NTS —NTS .'r'"" , .�WHEEL STOP �
NTS 62-26486-00 November 21, 2011 0
��� !, �- � '{ r I`,r t�1� 'l, i. �. e,� t rlf 4t;� � rs �+•S � l.1 �. ,�., ��+� .��, '.1 �';;I51

J '.. ._'`.mot°.. l{_Lh
s�I S l ll c�v
y-y-aP7 64 r7
�---- 10' MIN.10' MIN. h \ ,` OWNER
" Quality 41 Company LLC
MUST BE 2 BELOW GRADE WATER LINE 12 MIN. \ 1
• ti
'-. PROPERTY WATER LINE a ! T
Since 1929 Over 70 Years of UQ ALTFY SSrvice
�
LINE '�p� 1540 Silas Creek
Parkway
M
' PROVIDE CONCRETE CRADLE
rn�-c
IF LESS THAN 18". Winston-Salem North Carolina, 27102
. I \
Phone [phone] EM&U gmcgann@gocnc.00m
WHEN SEWER CLI=ANOUT
LIN Fax [phone] www.qualityoitne.com
IS IN PAVEMENT IT SEWER
MUST BE INSTALLED ;1SHED
IRON CLEANO SEE NOTE �// UNDISTURBED
NRDTM URBED
INSIDE A VALVE BOX
WITH SEWER COVER. FINGRAD
PAVEMENT CURB------------- 10' MIN. 10' MIN. ----� (4} i' DIA HOLES/jQTOP OF COVER
00 BOTTOM OF COVER
SEWER LINE
6" C.I. OR PVC 1 /2" MINIMUM
1 PIECE OF PIPE I PIPE SEWER LINE /
18" MIN. 1 2" MINIMUM
NO= : MS consultants, inc.
THE FULL LENGTH OF THE SERVICS DITCH % engineers * arch[tec is * planners
SHALL BE COMPACTED IN 6" LAYERS COMBINATION LON WATER LIN 155 US HIGHWAY 70 WEST
WITH MECHANICAL TAMP. TURN PATTERN y�\/�,l
Y AND 1 /8 BEND �� �/� 2 --• 1 1 4" GARNER, NORTH CAROLINA 27529
VERTICAL SEPARATION V-11 3 4" 3 4" MIN. (919}77'2-6565 Fax [phone]W54
6" PVC PIPE * SEWER LI i
MIN. GRADE 1% / 10' MIN. N ``���$RO( ���%�
1 B" MIN.//�I/. \��..i �� /� -
S� !
Am
BARREL OF PIPE TO REST
FOR ABS OR PVC INSTALLATIONS, SADDLE / / '' v
AND BEND MUST BE BEDDED IN 67 STONE. ON UNDISTURBED SOIL 18079
BEDDING AND HANDLING MUST COMPLY WITH WATER LINE \ V-10 7/8" N ••••'�'��!...... ��`•:
REQUIREMENTS OF TOWN OF ANGIER.
SEWER LIN WATER LINE 4 3/8 2'-0 1 /2"
N ITARY SEWER CLEANOUT UT �----- 101 MIN. - � - 10' MIN. --� - �, - �; 2'-9 , 4*
TYP I CAL SA NOTE: \ ENGINEERS SEAS. & SIGNATURE
NITS* SEWER LINE ABOVE WATERLINE TO BE CONSTRUCTED USE FULL JOINT OF PIPE \ ����•� NOTE: MANHOLE RING AND COVER DEWEY BROS. 2001 OR EQUIVALENT
OF AWWA WATER LINE MATERIAL & PRESSURE CENTERED AT CROSSING
TESTED (SEE SPEC.) AT No ADDITIONAL. COST. HORIZONTAL SEPARATION
STANDARD MANHOLE RING AND COVER
STANDARD MANHOLE FRAME NTS
AND OTHERWISE ON PLANS WATER&SEWER CROSSING WATER & SEWER SEPARATION
ANGIER
N PERFECT GAS HOUSE
TOP ELEVATION AS REINFORCED NIS
IS
SHOWN ON PLANS I CONCRETE GRADE PROPERTY 50' MAX. SPACING BETWEEN EXP. JTS.
RINGS AS REQUIRED THREADED BRASS PLUG LINE
10" FOR TOP ELEVATION ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS
(MAXIMUM OF 4) (WHERE THE WYE, BEND AND RISER MUST BE CAST IRON) 6" MIN. 5 5' 5' S'
GROUT BETWEEN MANHOLE FINISH GRADE
FRAME & GRADE RINGS AS * CURB GUTTER SiDiWALK
REQUIRED " • 2'-0", V-0", OR t VARIES TOWN OF ANGIER,
12 4'-0" CONE SECTION PAVEMENT
COPOLYMER MAX. 4 .%. %'...•'¢ •> x . .-• :A 2NORTH CAROLINA
POLYPROPYLENE •' 2 1 /8th BEND
PLASTIC COVERED j 1/4" EXP. JOINTS CONTRACTION 'O VARIES 1/4" EXP. JTS.
MANHOLE STEP z 1/16 OR 1/8 BEND M WYE JOINTS
(PSI-PF MANHOLE STEP
BY MA iND. INC. 5" MIN. MINIMUM GRADE OF 1.0 WATER TIGHT BACK OF CURB
•� � PLUG
SEE NOTE 5
OR EQUAL) 4'-0" I.D :,. ' ..
do UNLESS NOTED V-0", 2'-D" OR �D �'r' ;� •
•
OTHERWISE 3'-0" RISER SECTION i P I Y-0" 1 /2 EXP. JTS.
SEAL ALL MANHOLE COM ACTED SOIL
JOINTS WITH BUTYL MAIN
RUBBER ROPE SEALER, TAP TO BE MADE ON THE TOP QUARTER OF NOTES: " NEW BLDG. PAD.
GROUT INSIDE AND OUT " PIPE " ' THE MAIN. IN LINE WYE IS THE PREFERRED 1. ALL SIDEWALKS SHALL BE 4 THICK. " STANDARD DETAILS
3 - 3 METHOD FOR SANITARY SEWER SERVICES. 2. CONTRACTION JOINTS SHALL BE SPACED AT 5'
-0 INTERVALS.
,- 1/2 12 SLOPE O.D. 3. CONTRACTION JOINTS SHALL BE FORMED 1" DEEP AND EDGED WITH 1/8" RADIUS, OR MAYBE SAWCUT 1" DEEP.
4. WHEN SIDEWALKS ABUT ROADWAY WHERE THERE IS NO CURB, THICKEN WALK TO 6" IN 3'-0".
INVERT ELEVATION AS 2'-4" OR 3'-4" THREADED BRASS PLUG NOTES. 5. 1 /2" EXP. JT. MATERIAL REQUIRED WHERE CONC. SIDEWALK ABUTS CONC. STRUCT
9 BASE SECTION FINISHED SAN. SEWER SERVICES WHICH ARE 14 TO 6. A LAYER OF 15# BLDG. FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONC. CURB.
SHOWN ON PLANS GRADE
20 FEET DEEP SHALL REQUIRE BEDDING
" IN ACCORDANCE WITH DETAIL FOR
NO ,. 4. y 4" THICKNESS
O.i2 SQ. INCHES PER LINEAR 3000 P.S.I. FLEXIBLE PIPE SERVICES OVER 20'
MINIMUM REINFORCING SHALL BE AND UNDER 3 DEEP SHALL REQUIRE DIP STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS
FOOT IN EACH DIRECTION CONCRETE ~ J' 6"
:. •; NTS
STANDARD PRECAST AN H LE SIDE VIEW A SIDEWALK (s' STD.)
WITH MONOLITHIC BASE OEIIQNAL CLEAN OQ1 wo B UTILITY STRIP W
NTS (FOR WELL MAINTAINED AREA)
_���yR A B
QROeF"1 a 6" 0.02 MIN.) 0.01 MIN.) .X
STANDARD SANITARY SEWER TAP AND SERVICE S` �y DROP CDR o:04(�M.) a2 �M.)
woi1rui „'.7 _-..._ ----- - _ --- -------_. __-. BACK OF SIDEWALK DROP
(STD. 2'-6- CURB 0
R LINEAR &GUTTER SHOWN) 4
PROPERTY LINE v "
METER SHALL BE Ra LINEAR 'A ' 3, SECTION B-B 12:1 MAX. RAMP �) O
PURCHASED FROM THE 12 PROPERTY LINE 4ii ��• " " SEE INSET A\i
CURB AND �! 3 6 -0 3'-4 {�. Ix
GUTTER TOWN O>' ANGIER � 6'-O" � V
�S+ 6'• CURB MEN. CURB TOP OF CURB
ONNECTION FROM 1 U:
ROADWAY CURB AND ? mac' �i SIDEWALK TRANSITION DROP iRANSTiION
GUTTER O ELEVATION 0
'• � STUB -OUT TO HOUSE 9 H H
• •. I
•::. �;•�.: �•,•": • BY CERTIFIED
PLUMBING CONTRACTOR ROADWAY ONNECTION FROM ¢
OR PROPERTY OWNER ; _ •.•. ; \ STUB -OUT TO HOUSE r `
FIED V �
3' IN. ` "`: • I / PUMENG CONTRACTOR VARIABLE SLOPE NOT GUTTER
4'0 MIN. TYP. CURB 3' IN OR PROPERTY OWNER B TO EXCEED 12:1 (8.33%} SECTION A -A
FROM FINISHED ""• ' ' I
G DE 4'0 MIN. TYP. I EXPANSION JOINT NOTE: A PORTION OF ONE OR BOTH
SENSUS WATER BRASS BALL CURB BRASS BALL. 1SQM RIC VIEIK RAMPS MAY EXTEND OUTSIDE
FROM FINISHED STOP 4 '� .•. • VALVE W/ 6" �� THE RETURN.
METER W/ fORI? VALVE W/ 6" GRA DE
DUAL CHECK ROUND VAVLE ROUND VAVLE
YOKE IN FORD BOX BOX `
METER OR YOKE SIDEWALK J
BOX BASE
TYCRBLOCK CONCRETE BLOCK
SMITH -GLAIR TAPPING 1" POLYETHYLENE') BASE (TYP.)
MIN. 200
SADDLE, O/E FORD RATING PSI
CORPORATION STOP. TO 2" POLYETHYLENE
MATCH PIPE MATERIAL SMITH -GLAIR TAPPING MIN. 200 PSI
FEMAIL ADAPTER SADDLE. 0/E FORD RATING
THREADED & 45' BEND. CORPORATION STOP, TO
AS PER MFGR. MATCH PIPE MATERIAL
RECOMMENDATIONS THMAIL ADAPTER
THREADED & 45' BEND.
AS PER MFGR.
NOTES: RECOMMENDATIONS
It3i
+ �
E3I=3iFAi�
E•�i
Eli
�.1Afiii
TF�ii
ii[:•ii
E�ii
�l i
tr7f �
f ]iti
C 31�i i
F�lC+7i
C1�7�■'
TTI: �� i
TT3i
Q� i
F3�
['�
TTTTTI�7�
T�3i
TTl�3i
�
��
If Ul��
E���/
III;•
.......... EXPANSION JOINT
SEE NOTES 4it
" • • • • • • • o * o o • o ..
2.35 OC o • • • r • • • • • e • • o • 2 12 & 17 SEE INSET A
••••••••ee•••• AND NOTE 1
• • • • • • • • • • • • • EXPANSION JOINT
'FI
2.35" OC
D
PLAN SIDEWALK
0.9" DIA. uP RESISTANT
RAISED DOMES WARNING SURFACE
"
1. CURB STOPS SHALL BE AS MANUFACTURED BY FORD OR HAYES.
2. CURB STOP SHALL BE CENTERED ON INLET SIZE MIN. 1-1/2" (INCHES).
3. METER SHALL BE INSTALLED NO FURTHER THAN 2 FEET FROM CURB OR
SIDEWALK.
4. WATER SERVICES ARE SUBJECT TO CHANGE DUE TO SITE CONDITIONS AND
SHALL BE APPROVED ENGINEER.
5. A 1" RPZ BACKFLOW PREVENTER WITH HOTBOX SHALL BE MOUNTED BETWEEN
METER AND FIRST DISCHARGE POINT. WILKINS 975, OR EQUAL.
STANDARD 1" WATER SERVICE INSTALLATION
NIS
NOTES:
1. CURB STOPS SHALL BE AS MANUFACTURED BY FORD OR HAYES.
2. CURB STOP SHALL BE CENTERED ON INLET SIZE MIN. 1-1/2" (INCHES).
3. WATER SERVICES ARE SUBJECT TO CHANGE DUE TO SITE CONDITIONS AND
SHALL BE APPROVED BY ENGINEER.
4. A 2" RPZ BACKFLOW PREVENTER WITH HOTBOX SHALL. BE MOUNTED BETWEEN
CUT OFF VALVE AND FIRST DISCHARGE POINT, WILKINS 975, OR EQUAL
2" WATER FIRE SERVICE IN""I..ATION
NTS
RAISED 0.2
B = X-(AN
B =DISTANCE DISTANCE FROM FROM EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33X) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
*" BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.04.
SECTION
RAMP FLOOR DETAIL
INSET' A
SEE NOTE 1
STANDARD
NTS
THIS PORTION OF RAMP
MUST FALL WITHIN
CROSSWALK LIMITS.
(SEE NOTE 10)
WHEELCHAIR
NOT LESS THAN a '
2' FULL HEIGHT .
CURB BETWEEN „ •
RAMPS
SEE INSET A
AND NOTE 1
2, a &T 14
RAMP
PLAN VI hIV
Z
Scale:
(22*X341: N.T.S.
(11"xW7 N.T.S.
Drawn by:
ARS
Designed by-
ARS
Sheet:
C- 8 of 10
Checked by:
WWD
Project Number.
Date:
62-26486--00
November 21, 2011
a.
l�'.-1 n- t: := r r t t� r �• t��� g tt i-g�• y r�tr r �g �s a RJ� .•i

y
7
1�1
1 r 4 5
Q d 1
13
1177
A
6.00'
OWNER
24" CAST IN PLACE
TOP ELEV = 34$A MAN -HOLE LID
1 AO'
1.00'
Quality Oil Company, LLC
T.O.C.
*USE
Y - _ 1 _ - �:;
•�•.
CURB INLET PROTECTOR PROVIDED BY
SUNTREE TECHNOLOGIES INC. OR ANOTHER
Since 1929 Over 70 Years of UQ AI.TTY rvice
•- •• Yt
�. GUTTER LINE
6.00' •� �' a�, ELEV �» 347.5
C
;' ` : ' • ,w - -
_ : ; i,' ..;. f�d `
- - ---�_.
.. R .:` ` '1
;� , �� `'
_ _ .... �.
-
1'
y ". ; .;R
_.
APPROVED PROTECTOR BY ENGINEER AND
TOWN OF ANGIER PUBLIC WORKS DEPARTMENT.
CE
1540 Silas Creek Parkway
Winston-Salem North Carolina, 27102
240X12" INLET OPENING
FOR DRAINAGE DITCHES
a ''' „�. : • `,'
' , { :. •;' . :. �• • t
�•
Jd
•. '�
� 111 t•� •• �
..:
•�
r
• • �
�4 PCAST
' w ' �
MAN -HOLE LID I..�
•
PROPOSED -•-•� I; ;
' ' ::1
OUTLET .
18" RCP
O 342.5'
fiµ.
s
• :.�
4' CURB OPENING
a3 :
- =
* WITH CURB INLET PR
CTOR +
:
•••
4• '•..<• 'Y'
f�• �•.
v •i., 'a •-ir.
`
1O
I .• y'-may
�. �
(f �,d ••�3'
.';
.
2'3"
223"
PLA Phone [phone] EMai!1 [e-mail]
MAN -HOLE UD
SP o E I ; TOP ELEV 346.6 T.O.C. Fax [phone] www.qual�!tyoilnccom
*USE CURB INLET PROTECTOR '... . , , . -*'
PROVIDED BY SUNTREE 24" CAST ^•-•=-'+i ; - •, CURB INLET
TECHNOLOGIES INC. OR ANOTHER : rs i IN PLACE PROTECTOR
` y . • o GLT[TER�INE
ELEV. _ APPROVED PROTECTOR BY MAN --HOLE LID • '
346.15' ENGINEER AND TOWN OF ANGIER ;: _"::: c'" .''� �.` 8" PIPE FOR ams ELEV 346.1'
PUBLIC WORKS DEPARTMENT. + o STORM PVMT.
_ o
12" RIP-RAP
I AT
INLET ' : r I..; ®3.5% * 3ELEV• ,_ ' �' SLOPE
*CURB INLET ' ' s 6' PIPE TO
Ems• PROTECTOR `� ' 6° I ; ;$ UNDERGROUND
345.15 c `` :' • ♦ RETENTION ► '
,ri �' '• �'- :•' gam' ' O 1%
• ''-� 4' CURB OPENING ms consultants, inc.
WITH CURB INLET PROTECTOR ^t x ` ' ~, engineers * architects * planners
..�' •� !• ," �i `' •4•.7f'^.;,--�....•. .�- T r -{ �A'•-+rA. .: ELEV. •p.
••• rr� •5. •'•."„• .�.•y.,'.• .f;""�. -_! f :.a'; j.• •�: � �, �'.j-••�� :• .�- .•s.,`,. ,� * ,.•, •�, 155 US HIGHWAY 70 WEST
\ . s - ,f, : ' t . • , :'� • w «_ y GARNER, NORTH CAROLINA 27529
•' ' (919}772 5fi5 Fax [phone]M4
PROPOSED EXISTING A I 6" I 3.00' I 8" I343.6
�tiitl Irrrr
• OUTLET 18" ] 1$ INLET r
4 RCP TO INLET RCP PLAN VIEW INLET CONTROL BOX A SECTION A -A ���`���N ARo
.ti., BOX D ® \� .♦••H♦♦
• ► \� 0.7% / tip. Q�04�SS/
NTs
ti •• 9
0• i
w
ELEV. _ •; �':'; / B 6.00` *USE CURB INLET PROTECTOR PROVIDED BY S AL 9l
342.53 y SUNTREE TECHNOLOGIES INC. OR ANOTHER -
w ,• - •,S' • • '' •' 6 PIPE TO APPROVED PROTECTOR BY ENGINEER AND = 18079
ELEV. _ • ; , '• < : UNDERGROUND TOWN OF ANGIER PUBLIC WORKS DEPARTMENT.
EXISTING 18' RCP -•� RETENTIONZZ
O 342.53' C � 342A3 6" 3.00' fi" a'- t, ,:r :y • R:. a , t':: �. .: *1.5'X6" OVERFLOW �•,��-.,%S#!":� \���
MET BOX C ` 24 CAST IN PLACE
• . • • ;. '• ` '•.• - . • OPENING GRADE OPENING "
PLAN VIEW Nis SECTION C-C .> >: -'�' = r.'_�.±'. _•.�' .'_�-...��; '.fir_ - "� t. MAN -HOLE LID
• IN ROOF BACK AT A fi:1 1
-` - - �� ;; UNTIL ROOF CEILING IS �n A
6" MET. USE A CURB INLET 2" R �1
Now B'X4'DOUBLE LEAF +? ,•. ',� 24" CAST IN PLACE' ; : �ws PROTECTOR TOP ELEV ENGINEERS SEAL. do SIGNATURE
5.00' ALUMINUM HATCH MAN -HOLE UD 4 346.3
PRE -CAST IN B" T.O.C. -
` I :. *CURB INLET
6' PIPE TO ? : f '� 1 5'Xfi" d� w , ELEV. .a '. :, ' r ` '' PROTECTOR
OrrCH a 0.5% CONC. TOP 346A • o
OVERFLOW ,�
,; - R • � currER LINE
OPENING L:: m Q, _
•- ,.r. ,.• , . _ ELEV. _ R• ' •� �.... ELEV. '"• ' z^ ELEV 345.8'
�,, .: t ` . - :• = 346.5 a :: ;7.' STORM '
�.;�: 345.5 `': 50 ANGIER
• .: �' �•• ,,, • • t+ ';': _ '.• ; ' A - •: ,. -. •; - Y• - .: -; - .. - '! .. .� 4', " '•'�- • �' . ; - .I• + •; .'� .. SLOPE PERFECT GAS HOUSE
p t , • .r.'r. , f1 _ MAX HEAD : ` ELEV. a M ; • '� 6 PIPE TO . ` •.
,;t :..' UNDERGROUND
3' 10" 4" 22" 4' CURS OPENWG
• .� • ELEV.
3'6" OF 1 PVC O �'lo ,
WITH "HOLES AT * I I n CURB INLE �201ECTOR _ . • _- • , - -� " -
3"O.C. STAGGERED e • .. 3'6" OF 1" PVC WITH �r < .4 i •� 1:Q0'-• X ' •. I ,� : w .. r' r 4.00' . +'. ' s' ELEV.
EACH SIDE (24 w ' �,� i HOLES AT 3 i4"O.C. STAGGERED ' •' 343.6
HOLES PER PIPE, ... EACH SIDE (Z4 HOLES PER a �< 6" 3.00' 6'
PIPE FROM o B TOWN OF ANGIER,
48 HOLES TOTAL S • h -
• PIPE. 48 HOLES TOTAL) v' i o RETENTION :T . o INLET CONTROL BOX B SECTION B-B NORTH CAROLiNA
"' +ti • • T t .r �:. + Sri PLAN VIEW
• � I ;, BASIN O 19� NTS
' • ELEV. : 'r.
0•.f: ,, , ; • .:343.5
c7 •:K' ,,. ;,:,^. :N,�... ='' `'...,:' :.� PROPOSED
r . b 6 PIPE T10 , k. ' :; < a•_ y' ' " INLET
i •, .t
DITCH Q 0.5'.[ ;aa>rr�� '�; < r '-::rss .. "`. ` x::.1,,. ' ,'] `:` "x : 1$" RAP
.. • •w;.••.; �',� s•�` �;f . • � � '' .. •. �. t)OAiC�1VE GRATE - 24 X
EM USTY• 'f . }r .'tpG r `� . .`_=t. _ r rr+.•. ' ,. .' A , j • •!' . R ; .A 24' WITH CAST-IN-FTtIIAfE
FfMNG IT
1. 4" TEE (SLIP �z°.•••,,�r;. f- • .I_ 7c:: '•` ❑ �.':;�' _ j�••' .•' ���• ❑ TOP ELEV - 344.33
JOINTS) R Y ; �_ -::: �EO;tF'f~:�IVF;i ��50C( �.; :•: `+. :� CONCAVE cazAlE 24 X DITCH LINE
2. 4"X2" REDUCER ,:• ;w •, ..'. ^ `< % : • is f ELEV. - .�. io 24" wrrH CAST -IN -FRAME. .1s'' m ,. 1'•
"a "• t I r EL.EV 344.33 ,
BUSHING (SP X FIPT)
3. 2" MALE ADAPTER
(MIPT X SUP)
4. 2"X1" REDUCING
'
ELBOW (SUP X FIPT)
5. 1" MALE ADAPTER
="_:
(MLPT X SLIP)
6. 1" CAP (SLIP)
4 s•
SEDIMENT
TRAP
R
N
4.00'
•"
2 FILTER SAND RAI_ WASHED SAND
d• . a •. •• a - • ,' , "•• •• 342.0
;;
' •
m
STAN DAR DETAILS
6-
v.
ELEV.-
343.83
24"
SECTION A -A
'
NOTES&-
i..
n �'t
i h �•
�: • ,
1. FILTER BOX SHALL BE PRE -CAST CONCRETE GREASE INTERCEPTOR AS
`
�y '
PROPOSED ` PROPOSED
_
MANUFACTURED BY STAY -RIGHT TANK CO. INC. OR EQUAL
`•"
6" :•;
18» // PROPOSED
' ' '
SHALL MEETING THE REQUIREMENTS OF
4 -
INLET RCP O 8" INLET 1 18 0
• - ; �'' , ' T. ,' r.•" •.;� ASTM C33. :I INLET FRbM �, RCP O 1.0% i RCP O 0.7%
BOX C
• ; PROPOSED INLET :fi3• ;1 PROPOSED /
" < -
6" INLET 18" RCP • - - - --r.•.._ - - �:•'x • : OUTLET ELEV. _
PIPE
� FROM SAND FILTER DETA�.. 4.' . ; = • • `. ' . • 18" RCP ►46 r - . :: , , • . ;.. _ .
RETENTION +r : ' , '� t `± ., ; r ' 1 `' '• f' . r • . s - ,i tl , ...`•' . r r •l.
A BASIN O 1 X NTS cQ , f
t.
4.Oi1' PLAN VI 340,96 4.00' • ' '�
PLAN VIEW INLET CONTROL BOX D UU10 D-D �' O
' A Nis ~ z
zJ.e'
6INPLETEBOXFROM INLET PIPE PC- F
BOOT ir
n� .9� 1�LINER SHALL BE 60 MIL HDPE OR EPDM AS MANUFACTURED BY FIRESTONE,
zo OR EQUAL. Z
3 2. PIPE BOOTS FOR LINER SHALL BE PRE -MOLDED PIPE BOOTS, FIRESTONE O _0
"QUICKSEAM", OR EQUAL. t , ( f)
INLET PIPE 3. BOTTOM OF LINED BASIN SHALL SLOPE TO PERFORATED PIPE FROM ALL V -
"1 BOOT DIRECTIONS TO ALLOW BASIN TO DRAIN COMPLETELY.
p 4. PROVIDE 1.5 INCH GALV. STEEL VENT PIPE AT LOCATION SHOWN ON PLAN
VIEW. VENT PIPE SHALL INSERT BETWEEN OVERLAPPING LAYERS OF LINER 1O
ty 6" PIPE FROM LINER SHALL HAVE AND SHALL EXTEND 12 INCHES ABOVE FINISHED GRADE.
INLET INLET BOX B MINIMUM 2' OVERLAP O 1.5 VENT 5)PILE EDGES PRESSED TOGETHER
BOOT 4" CL•EANOUT WPTH EARTH COVER VARIES. MIN SEE NOTE 4 YQ
CONCRETE 6" AT LOWEST END ETE_\rr,��
�t PROTECTIVE RING I) I COCOLLAR v,
_ 1
it
r _ - -
_ 6"X4" .5" VENT RmP. ELEV 345.76! (
�
20' OF 6" PIPE TO r REDUCER II
TOP ELEV 345.75 �; :'�:'
SAND FILTER A 1 % ELEV_343.7_
'T-• I � ' y. I
OUTLET m
s PIPE BOOT 60 MIL LINER SEE NOTE 1 _ 5
(SEE NOTE 2) - 1 NLET PIPE BOOT I r z
Scale: Drawn by:
8 INLET PIPE FROM CATCH BAST S O 1% 6" OUTLET PIPE TO I� (22'x347: N7.S. AIRS
SAND FILTER, ELEV. - SAND FILTER ® 1% I (11107-) N.T.S.SEE DETAIL
Designed by: �
344.0'
H1 Sheet: AIRS
Checked by:
62.6' - 9
of 10 WWD
OUT INVERT = 343.7' i
A UWER{�OUND RETENTION BASIN5EUProject Number. Date: 1
PLAN VIEW NIS 62-26486-00 November 21, 2011
I
r
y
c
i I --77 ,
� ,�; f I ! ► �� i , t i { I 1 i I ! 6 � ' 1 e',�l -r i 3ti { �' ..
i. y 1 ` j �:.{ • f i i' I h� r. - I I - ,. I 1 7 III{ L f f , - z.f l I� 41 �I

maD OJ // I
F LIE + OF 115 ON DIAMETER OWNER
2' MIN 2' MIN71
oe:. Quality Oil Company, LLC
SILT FENCE FABRIC To OVERIAP o o 'p.. o Since 1929 Over 70 Years of Lj�A TY Service
HARDWARE CLOTH BY 12 INCHES • °o e o e o o(P°
1540 Silas Creek Parkway
_ I _L 8' MAX VARIABLE AS DIRECTED BY THE ENGINEER STEEL. FENCE CLOTH Winston-Salem North Carolina, 27102
AAV MIN. 10 GA. WIRE FENCE SILT FENCE FABRIC Phone [phone] www-EMsil �alrg � .com
STEEL POST o'EEFL•�If'E srL� �� Posr Fax [phone]A q tY
} LINE WIRES WOVEN WIRE FABRIC BARE CLOTH ON WIRE FI;7�ICE
I ----� GEOTFE14LE FABRIC FILTER
WASHED 1 I CH DI E� VIEW l�
FlLi17t OF 1 INCH DIAMETER USE SILT FENCE QdiLLElS ONLY WHEN
NOTES: -III a DRAINAGE AREA DOES NOT EXCEED 1/4
1. CONSTRUCT CHANNELS A MINIMUM OF 0.2 FEET LARGER AROUND THE PERIPHERY TO ALLOW FOR z ACRE AND THERE IS A LOW ARM USE At
SOIL BULKING DURING SEEDBED PREPARATIONS AND SOD SOD BUILD UP. M X o BACKFILL TRENCH FLAW DIRECTION 18" A5 A REPAIR OF SILT FENCE FAILURES.
2. CHECK CHANNEL AFTER EVERY RAINFALL UNTIL GRASS IS ESTABLISHED THAN PERIODICALLY CHECK AND COMPACT
THE CHANNEL„ AND CHECK AFTER HEAVY RAIN EVENTS. N
3. IMMEDIATELY MAKE ANY REPAIRS. IN AL ED 0 COO THOROUGHLY 6" srEEl POST
"NotHARDWARE CLAiH MAXIMUM 2 FEET APART HARE FENCE
4. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMLATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. ti3p►. f
5. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. I
6. PROVIDE A MINIMUM OF 0.5 FEET OF FREEBOARD ABOVE DESIGN DEPTHS SHOWN IN CAL»C BOOK 8" 1 W
SIDE _ VlE>df 1 j
FOR EACH DITCH. I u
N „ SILT FENCE consultants, Inc.
PERMANENT DIV RSION DITCHALE 2SLOP:1 sIDE 4 FABRIC
2:1 SIDE MIN. 12-1/2 GA. 12 engineers * architects * planners
SLOPES INTERMEDIATE
(MAXIMUM) 165 US HIGHWAY 70 WEST WIRES 12
Nis �^ W _� �(MAXlMUM) GRAD GARNER, NORTH CAROLINA 27529
FRONT YIEW SIDE VIEW (919)-772-5565 Fax(919)-S61,q954
IN CHANNELS, ROIL OUT STRIPS OF NETTING PARALLEL TO THE
SLOPES IMUM DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. N ' II ,\%J%1IIiI1IIt1
24' MIN.-- ¢ _
NATURAL GROUND - USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES * FOR REPAIR OF SILT FENCE - I.I 1•I" ' ���`��¢�� CARO(j ll,,�
NOT EXCEED 1/4 ACRE AND NCR IN AREAS OF FAILURES, USE No. 57 WASHED STONE. u u
CONCENTRATED FLOW FOR ANCHOR WHEN SILT FENCE IS BURY wLI�E FENCE. HARgwARE CLOTtL.
2 2 2 - END OF SILT FENCE NEEDS TO BE TURNED UPHILL. PROTECTING CATCH BASIN. AND SILT FENCE FABRIC 6 INCHES INTO ql:
- REMOVE SEDIMENT DEEPER THAN 12" AND REPAIR ANY FROI�i THE TR
�� SEAL
1 1 VARIES 1 UNDERMINING IMMEDIATELY 8079 "�
SEDIMENT FENCE OUTLET rl�..�M 4;•�
' I - FOR REPAIR OF SILT FENCE FAILURES, USE N0. 57
WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS
18" OVER NTS �� GIN0 •
PROTECTING CATCH BASIN. ', 9 '•...... `
ANCHOR NETTING - CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING
COMPACTED SOILS IN A 6" TRENCH. JOIN STRIPS BY ANCHORING DISTURBED AREAS TO PRE-CONSTUCTION CONDITION
AND OVERLAPPING.
TEMPORARY DIVERSION DITCH &
NITS STRAW WITH N LINED DITCH TEMPORARY PQ RARY SILT FENCE sECT1aN�TFIRIs RBASIN BELOW �' � ENGINEERS sl:Al � SIGNATURE
NE5 i
NTT \ W
EROSION 24" WOOD STAKE �•\ ANGIER
CONTROL BLANKET ON DOWNSLOPE GRAVEL ENTRANCE SHALL BE 100 FEET IN
SIDE OF WATTLE LENGTH AND MIN 12 FEET IN WIDTH WITH 20 _ESMCRIJERI ---�"- '20�' PERFECT GAS HOUSE\� �� L
FOOT RADIUS AT EXISTING ROADWAY AGGREGATE SIZE - USE 2-3 INCH WASHED STONE \�. ; ✓
STRAW WATTLE
- -- '-` ` -*, 4- RIP RAP HEADWALL
DIMENSION OF GRAVEL PAD THICKNESS - 6 INCHES MINIMUM
W w 86'-0" MIN 4'-O" 10'-0` _ ----- .. -_ -`�~ �! ....
y STAPLE WIDTH 12 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS � �'�....
y W FLOW w OF THE VEHICULAR ENTRANCE AND EXIT AREA. WHICHEVER I5 ,� ! e ! jj5 OR57 WASHED
6' MIN. GREATER w _ _ Ste' I L ll / ' I `� (� �� ��,
THICKNESS '"ter- '`",i MSTOR,gGE ZONE -�-Y f STONE 1 THICK X 3-
2-3" W Wi HIGH MIN.
LENGTH - 100 FT. MINIMUM. �� • . / f
w w y w - FORCE STAPLES IN AT AN ANGLE TO THE WATTLE FILTER FABRIC AHED STONE �'" r - ��� �/� ` i i ! 1 ' t i i �� '� , TOWN OF ANGIER,
- WEAVE STAPLES THROUGH THE MESH CASING OF LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO
w THE WATTLE. LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR / / NORTH CAROLINA
STRAW WATTLE - NAIL INTO THE GROUND. ENSURING THAT THE GRAVEL CONSTRUCTION ENTRANCE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID
24" LONG WATTLE IS HELD DOWN SNUGLY. STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. NOTE: PERSPECTIVE VIEW
WOODEN STAKES - HAMMER SEVERAL, 24' WOODEN STAKES ON DIMENSIONS ARE MINIMUM NQ7ES`
DOWNSLOPE TO HELP WITH HEAVY RUNOFF EVENTS. CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUCTION ACCEPTABLE UNLESS - GRAVEL & RIP RAP FILTER BERM BASIN DET IS
P�
ENTRANCES AT ALL LOCATIONS WHERE REQUIRED FOR STAGING OTHERWISE NOTED. MAX. SEDIMENT DEPTH DESIGNED TO PROTECT EXISTING PIPE INVE
*ROLL OUT EROSION CONTROL STRIPS OF AND/OR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EA
G
NETTING PARALLEL TO THE DIRECTION OF FLOW. �O / (CLEAN OUT POINT) - DIMENSIONS ARE THE MINIMUM ACCEPTABLE, EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT AND
MAINTAIN GRAVEL CONSTRUCTION ENTRANCES UNTIL FINAL PIPE INVERT UNLESS OTHERWISE NOTED.
1.ST 1.STRAW WATTLES SHALL HAVE A DIAMETER OF 8-12 INCHES AND BE 10 FEET LONG. QJ��j ACCEPTANCE. -- PROVIDE 3600 CUBIC FEET OF SEDIMENT STO E
2. STRAW WATTLES SHALL BE CENTERED ACROSS ROADSIDE DITCH AS SHOWN. AREA TO BE PER ACRE OF DISTURBED DRAINAGE AREA.
3. STAPLE A 10 FT. LENGTH OF EROSION CONTROL BLANKET BENEATH THE CENTER OF THE WATTLE. AL/ RIP RAP HEADWALL 1'
4, APPLY 100 GRAMS OF POLYACRYLAMIDE (PAM) TO THE TOP OF THE MIDDLE SECTION OF EACH CHECK DAM. MAINTENANCE: (CUT, FILL, ETC) 3 MIN HEIGHT FROM MAINTENANCE: SOIL AND EROSION
5. USE GRANULATED PAM THAT IS APPROVED BY NCDWQ, PAM AS MADE BY ADVANCED POLYMER SYSTEMS, OR EQUAL. MAINTAIN THE GRAVEL PAD 1N A CONDITION TO PREVENT MUD ROAD SHOULDER
5. REAPPLY PAM AFTER RAIN EVENTS UNTIL VEGETATION IS ESTABLISHED. ' OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS /how �1 - INSPECT AT LEAST WEEKLY AND AFTER EACH
7. REMOVE COLLECTED SEDIMENT IN FRONT OF STRAW WATTLE WHEN SEDIMENT DEPTH REACHES ONE HALF THE DIAMETER OF THE WATTLE. MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. `'�� 2. - OUND SIGNIFICANT(1/2" OR GREATER) RAIN, AND CONTROL DETAILS
8. INSPECT ALL WATTLES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR EROSION, DISLOCATION OR FAILURE. WHERE EROSION IS AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP O>� - REPAIR IMMEDIATELY.
SEDIMENT AND CLEAN IT' OUT AS NECESSARY. IMMEDIATELY T ONCE SEDIMENT HAS ACCUMLATED TO
OBSERVED, APPLY MULCH AND EROSION CONTROL NETTING. IF A WASHOUT OCCURS REPAIR THE SLOPE GRADE, RESEED AND 6" MEN. O� z`>Z' REMOVE ALL OBJECTIONABLE MATERIALS SPILLED WASHED OR "CLEAN OUT POINT" REMOVE SEDIMENT AND
REINSTALL MULCH AND NETTING. CONTINUE INSPECTIONS UNTIL PERMANENT VEGETATION IS FULLY ESTABLISHED. 'THICKNESS -CZ' �L1�\ TRACKED ONTO PUBLIC ROADWAYS. CLASS B RIP RAP RESTORE TO ORIGINAL_ DIMENSIONS.
9. SPACE WATTLES AS SHOWN IN THE PLANS.
2-3" COURSE I:Ak SEDIMENT STORAGE #5 WASHED STONE - DISPOSE OF SEDIMENT IN THE DESIGNATED
FIBROUS CHECK DAM S AGGREGATE MAX. SEDIMENT DEPTH DISPOSAL- AREA.
,� . .- -
NTS (CLEAN OUT POINT) REPLACEPART OF THE
GRAVEL FACING.
SECTION THRU BASIN. FILTER AND CULVE,�RTPIE
CONSTRUCTION ENTRANCE PIPE INLET PROTECTION
NIS NTS
1. Prolect Descriptiol]:
This project is a new gas station located in Angier, NC. and located in the Cape Fear River
Basin, with a NC DWQ Classification of WD-1V and is located in a WSW IV Overlay Protected 5' MIN. 1.5, EARTH BERM F�-O
Area (WSO-4p-1). The site has approximately 0.65 acres of impervious surface. the total _F
site area is 1.43 Acres, and the amount of disturbed area is 2.3 Acres. The project also
SEDIMENT PIT
consists of lowering two (2) existing culverts and regrading the roadside ditch inside of the
NCDOT r/w for NC 55. The site is located on the North East comer of the intersection -�
3600 CU. FT/ACRE Z
between NC 55 and Kennebec Rd (SR 2762). �A_' i 5' MAX. p
STANDARD METAL POSTS `S F
2. Site 0=60= 2'-0" IN GROUND OF PC
The topography is relatively flat, with a general slope 5% or less from the back comer to PLACING A FOOT FLAP
THE WIRE MESH UNDER THE
the low spot at the intersection of NC 55 and Kennebec Rd (SR 2762). The site is an old f:Kennebec Rd got realigned. The lot is currently wooded
pond bed that gotNOTES- &A
FOR FOR ANCHORING 15
filled in when U
with no surface waters located on site or will be disturbed by this construction. No Z GALVANIZED HARDWARE WIRE RECOMMENDED I. USE FOR DRAINAGE AREAS ll ��
wetlands are proposed to be crossed in this project nor will any wetlands be affected by EXTENDS TO TOP OF BOX NOT EXCEEDING 5 (FIVE) ACRES.
this construction. The entire site drains to existing road side ditches located on the 2. EARTH BERM SHALL BE STABILIZED W/ SEEDING d O
FILTER FABRIC
northside of Kennebec Rd and the Eastside of NC55, both roadside ditches combine and ACCORDING TO TOWN SPECIFICATIONS. CROSS SECTION
OVERFILL
enter an 18" culvert which goes under Kennebec road and empties into the roadside ditch,* I.. 4� MAX -�
19-GUAGE HARDWARE CLOTH ,,... ..... •_.... �a SETTLEMNFOR
T
along the eastside of NC 55 .
MESH OPENINGS) ° �
,L� RIP -RAP WEIR AS Q �
-- -- DIMENSIONED AND
3. Soils: . , NOTED ON PLANS
The soils in the project area are primarily Ro (Raids. Drained). Rains, Drained is in /
Hydrologic Group B/D and has a Erosion Factor Kf (whole soils) of 0.17. Information was
POST AT tio_ " n 4' MIN. ! "1 LEAST 1- DRIVE STEEL FENCE Q
taken from the United States Department of Agriculture, Natural Resources Conservation �� INTO SOLID GROUND
2. '3� I ,
Service Web Soil Survey. Soil Survey Area: Cumberland County. North Carolina. Survey Area O
. �r 1.5` WOOD POSTS ARE NOT
Data: Version 10, Jun 5, 2009. -.
e �� ? � ACCEPTABLE
USE STAPLES 11' APART
4. n Ind r easures:Q,� �� 16 DESIGN OF SPILLWAYS SLOPE
SIDE PERSPECTIVE VI 3. TO ATTACH_ FABRIC TO
A. Seeding and Mulching - Practice 6.11 and 6.14 - Contractor shall seed with j�6"00. coo. _ SLOPE MAX 4•
Temporary or Permanent Seed and Mulch all completed trench surfaces on Friday of 2, DRAINAGE AREA WEIR LENGTH FILTER EMERGENCY WIRE
each working week. Vegetated ground cover sufficient to prevent erasion shall be �" ``� "� (ACRES) {FT.) FABRIC �� 4 BAFFLES SPACED A5
' SLOPE IDMAX BELOW SETTLED p� SHOWN IN PLANS
established within 15 days of completing soil disturbing actiwt�es. 1 4.Q F-
B. Tree Preservation and Protection - Practice 6.05 - Contractor shall take great care FILTERED WATER 2 6.0 TOP OF DAM
to protect all trees that are not approved and marked for Removal. Within the work DOT 15 OR #57 WASHED STONE 3 8.0
zone, a minimum 2-ft high protective fence will be erected around the driplines of PLACED TO A MINIMUM HEIGHT CROSS SECTION 5 10.0 3' MIN. HOG WIRE ATTACHED
the trees that are to remain to prevent damage during construction. Sediment OF 16" ABOVE TOP OF BOX TO POSTS WITHto
Fence materials may be used for this purpose. LENGTHS OF WIRE
C. Silt Fence - Practice 6.62 -- Sift Fencing shall be installed in the areas indicated to MAINTENANCE: DIMENSIONS SHOWN ARE MINIMUM STONE SECTION
TOP OF BAFFLE SHOULD
prevent sediment from eroding downslope and entering exisng drainage ways. - INSPECT AT LEW WEEKLY AND AFTER EACH SIGNIFICANT(1/r OR GREATER) RAIN. AND
tiEEK
BE 6" HIGHER THAN THE
D. Temporary Diversions - Practice 6.20 - To protect work areas from upsfoppe runoff. REPAIR IMMEDIATELY. MAINTENANCE BOTTOM OF BAFFLE [N BOTTOM OF THE SPILLWAY Z
- RG OVE SEDUM AND OTHER DEBRIS FROM AROUND BASIN.
and to divert sediment -laden water to appropriate traps or stable outlets. - TAKE: CARE NOT TO DAMAGE OR UNDERCl3L' THE WOE MESH DURING SMMENT REMOVAL. TRENCH AND FILL TRENCH
E. Permanent Diversions •- Practice 6.21 - To divert water from areas where it is in - DISPOSE OF SEDIMENT IN THE DESIGNA7>ED DISPOSAL AREA, -INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF ACCUMULATED
RAINFALL REMOVE SEDIMENT AND RESTORE $OC1e: Drawn by:
excess to locations where A can be used or releosed without erosion or flood - REPLACE IM CONTAMINATED PART OF 7HE GRAVEL FACING. TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED A ONE --HALF THE DESIGN DEPTH OF THE WTrhi SOIL AND COMPACT.
damage. TRAP. PLACE THE SEDIMENT THAT 1S REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED
g BLOCK AND GAVEL INLET PROTECTION
PART OF THE GRAVEL FACING. (11 "x17': N.T.S.
F. Gross -lined Channels - Practice 6.30 - To convey and dispose of concentratedDesigned by:
surface runoff without damage from erasion, deposition, or flooding. � �' •• �• � [ � � ° � � -CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY
G. Temporary Sediment t -Practice erosion,
- To detain sediment -laden runoff and NTS TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY USE A C01 RBE IR MS
trappora the sediment. to Trap
receiving streams, lakes. drainage systems, and protect SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MATERIAL FOR BAFFLE Sheet.
adjacent property. MUST BE REPLACED IMMEDIATELY. Checked by:
- STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE
NOTE: REFERENCE NCDENR _ERQSION AND SEDIMENT CONTROL TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. FABRIC BAFFLE FILTER INSTALLATION C- 10 of 10 WIND
WS EROSION CONTROL_ PLAN NARRATIVE PLANNING AN�5IGN MANUAL-- LATEST EDITI0H._ FOR FURTHER, GRAVEL AND RIP RAP FILTER BASIN FOR TEMPO ARY SEMIM ENT TRAPS Project Number. Dote:
DETAIL NITS
N1S R 62--26486--00 November 21. 2011