SW8101005_APPROVED PLANS_20101111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 10 l0 05
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 O l o lit i
YYYYMMDD

SITE PLANS
OCEAN ISLE, BRUNSWICK COUNTY, NORTH CAROLINA
VICINITY MAP
r
r O
6
rn ° N.C. 904 & 179
r �
a
cD �n
-S
N
W JE
nts S
NOVEMBER 2, 2010
REVISED:
1— REVISED PER NCDENR COMMENTS — 11/4/10
N.C. 904 -Beach Drive,
—�y,.,o ,r .wry
4 CIA l �-"� -
- I I
APPLETRE PRNR� T \
I
- - _ SCAL : lit = 40'
PREPARED BY:
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
LISCENCE No. C-0832
CONTACT: LEIGH POTTS [phone]
INDEX OF SHEETS
EXISTING CONDITIONS PLAN
SITE PLAN
GRADING & DRAINAGE PLAN
DRAINAGE AREA MAP
EROSION CONTROL PLAN
UTILITY PLAN
LANDSCAPE PLAN
DETAILS
DETAILS
DETAILS
SHT
1.0
SHT
2.0
SHT
3.0
SHT
3.1
SHT
4.0
SHT
5.0
SHT
6.0
SHT
7.0
SHT
8.0
SHT
9.0
DEVELOPER/OWNER
RHESTON COMPANIES, INC.
2860-B NC 5 HWY.
ABERDEEN, NC 28315
(0) 910-944-0881
(F) 910-690-9700
WWW.RHESTONCOMPAN IES.COM
CONTACT: BRIAN CLODFELTER
0
Z
w
J
0Q 0
L.l t0
M
U 0
02
�o
a
Q 0
a-0a.
�- 0
Nu.3

8
a
4
N
0
O
+N
O`o
L
E
g
a
s
0
0
0
n
i
0
0
i
]L
_�

�- SITE SUMMARY INFORMATION
EXIST. EDGE OF PAVEMENT DEVELOPMENT NAME: DOLLAR GENERAL STORE
EX. E0
_ - STREET ADDRESS: NC 904-BEACH DR./LAKE TREE DR. INTERSECTION
DEED BOOK: 2262
PAGE: 1052
C\� ___ _ - - PARCEL NUMBER: 243JF01702
_ Drive, S • ' --- - ZONING DISTRICT: OCEAN ISLE BEACH C-3
- Beach o, _- - - SITE AREA: 1.1 AC
-- _ _EX. EOP
- - N C. 904 -- CURRENT USE: VACANT
-__ P 1iC _ �� - PROPOSED USE: RETAIL SALES STORE
601 (70'xl3O'- 9,100 SF)
EXISTING ROAD
STRIPING _ - - USE NCDOT PAVEMENT MAXIMUM BUILDING HEIGHT: 55'-0"
(TYP,) _ ��-- - - -_ �_ SECTION W/ IN \ PARKING REQUIRED:
_ RIGHT-OF-WAY \ (1 SPACES REQUIRED
- - N P 1 _ 33ONE S ACES CREQUI E �C + 2 EMPLOYEE SPACES
PROPOSED " Ex. EOP ?g �--r PARKING PROVIDED: 33.954 E (INCL AC)
/ THICK 3,000 PSI ty VEHICULAR USE AREA:
TRUNKATED DOME--,,CONC. SIDEWALK T0. ° e ?� Ex�P
MINIMUM BUILDING SETBACKS: FRONT- 25 FEET
SIDE= 7 FEET
REAR= 10 FEET
DETECTABLE WARNING -- %Ent- '� ' i' ++ ' +' , i i + + Rt-1 STOP RHESTON COMPANIES, INC.
EXIST. EDGE OF PAVEMENT TEL ° RI I DEVELOPER:
(TYP. AT ALL DRIVEWAYS) ra_ + } + + + SIGN
EX. EOPP ro - - �-gy PROPOSED 3S* + PAINTED 2860-B NC 5 HWY.
\ 1,0' MONUMENT SIGN + + + * } + + + 1 0' , STOP BAR p ABERDEEN, NC 28315
81
-� iBM . �� ` ,o > "t * _ ' * +' ; * (F) 910-690-9700
ELEV.-43.70' ' �o + R.O'+_*=- www.rhostoncompanies.com
++ +\ w I CONTACT: BRIAN CLODFELTER
\ OWNER: FRED R. DAVID do JOY H. DAVID
R PC'O, 9'Y,.a'+THI�It,,900 P§6+' ' '
I O + + +'GONG! 51DEW�4tK' + ++ +' + + +' 7' SIDE OCEANXI58E3 NC 28469
\ \S TE 355 \ 50' ROW / DSO• $iDEWA�K FtLUtSH+' + ,+ ++ + +' +' + BLDG. I OCEAN
5SLE. N 4
Cf� I W/+�AVEMXNT + ++*+ ++\ SETBACK I ( )
\ 7' SIDE P + ' ' + ++ ' PAINTED ' + + + +' + + ' + + + +' + \ DEBORAH WILLIAMS
n BLDG. +` + ' ' + + *+ +CROSSyWAIK '+ +' + + ,+ \ SHEEHAN, TRUSTEE
n I PROP. COXIC.+ } + + +pAINTFjj + t' + + ++ + « ' . r + + +' + + + ' } +
I z x SETBACK I + WHEELS +STOP + + STgfplNti * + + ` + + `USE H A 'D fY +
o + + + _y } m + + + + ++ + } + 3066 1334
I A I ' + « (gyp• + + .-* + + + + + + + + + P,AVEMEN +S�ECTPON + + \ PARCEL NO. 243KEOO I.02
+ PROPOS�O+ta + + + * A qWd i GENERAL NOTES
�R'[,r�•�'"'ET + '�-+ +' + }'+�`' i ' +' +k ' +' ' +' + I 1. BOUNDARY INFORMATION AND EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY BOBBY M.
+ +� �� + a + } + } 1SLAN4 + , + ' ' + EX. ASPHALT PARKING LOT
' + ' N LONG dt ASSOCIATES [phone].
' (t3A ' ` +g 2. VERTICAL DATUM: NAVD 1988. TBM COTTEN SPINDLE SET.
PROF SEO 4yxa2'* + } + r i + PMNTED
W+ 14 + * 1 + +15LfWp+ + # �� I 3. PROPERTY ZONED: OCEAN ISLE C-3
W EMEN + } t + ' + N 4. ALL PAVING AND GRADING WORK SHALL BE IN ACCORDANCE WITH NCDOT AND TOWN OF
1 c + h4 + + + ++ + a. I OCEAN ISLE SPECIFICATIONS.
+ + + } + 5. ALL MATERIALS AND METHODS OF INSTALLATION TO BE IN ACCORDANCE WITH JTOWN OF
I O TYP. + + + + +' + + ++ + OCEAN ISLE SPECIFICATIONS AND STANDARDS.
I + + + +* ++ + + + 6. ALL BUILDING CONSTRUCTION AND UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH TOWN
t I OF OCEAN ISLE SPECIFICATIONS AND THE STATE OF NORTH CAROLINA STANDARDS.
1 " I ' ` +' ' 7. CURB INLETS AND JUNCTION BOXES SHALL BE N.C.D.O.T. STANDARDS AND SPECIFICATIONS.
I I I g
\ * (Typ, �, CONTRACTOR SHALL INSTALL PIPE WITH WATER TIGHT GASKETS.
+' ` +' ' ' ' + I 8. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT, OR TO FACE OF
10'; C�NC• SIQEWA�K ` R3.O'i + ' ' ++ + ' + & BUILDING WALL OR TO PROPERTY LINES, UNLESS OTHERWISE NOTED.
' +' +u'j�' + ++ +' + + } 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TYPE, SIZE, DEPTH, AND MATERIAL OF
FLUSH + 1^O. + ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
LOT 16 ° a SIDEWALK ++ +' O +' + ++ +' +' + 10. CONCRETE IN DUMPSTER AREA TO BE BLACK 6" THICK REINFORCED WITH 6"x6" WELDED WIRE
LAKE TREE SHORES SUBDIVISION 1 17' SIDE 8'7V +* +'s +' + ' + +}+ + , , N I FABRIC, 3000 PSI, FIBER REINFORCED CONCRETE.
MAP CAB. P, PG. 355 I BLDG. + ►p + + N 11. TIE ON -SITE ASPHALT DRIVEWAYS TO EXISTING ASPHALT ROADWAYS AT CONNECTION LOCATIONS
I (SETBACK rY b •+•4} I ++ + +{ '+;+± o EX. EOP _ I 12. EXPANSION JOSHOWN ON INTS IN THE CONCRETE CURB AND GUTTER SHALL BE PLACED EVERY 30' ON
CENTER.
+' ',+ « 13. CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY OVERALL STAKING LAYOUT TO
+ I INSURE THAT POINTS STAKED WITHIN THE ESTABLISHED LEGAL BOUNDARY OF THIS SITE
4j? o +` + +� + ++ ++ i' + +' +' COINCIDE WITH AND ARE A CORRECT PRESENTATION OF THE OVERALL SITE PLAN. ANY
�J + + + + + } a * DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND SITE ENGINEER BEFORE
' ++ +* + + ++ + +' * + + +` O I BEGINNING CONSTRUCTION.
I I r I HC RAMP + +j + + ' + + + «+ ++ 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS &
W/ SIGN ( x)+ + I ++ ++ +. +* } + +* I SPECIFICATIONS AND FOR THE EXACT LOCATION OF UTILITY STUB -OUTS do DOWNSPOUTS.
+ # + + + i + * + + DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
I I C I ++ + + +* + + + +' + ' 15. CONTRACTOR SHALL DIRECT ROOF DRAINS TO THE NEAREST INLET OR DRAINAGE SWALE.
` 20.0•+ } + L ,� * 1 + + ' POSITIVE DRAINAGE AWAY FROM THE BUILDING SHALL BE MAINTAINED AT ALL POINTS.
Irmi Z PROPOSED (TYP•) +' + «+ } + +' +* 1 +'++'* I 16. SITE LIGHTING IS TO BE INSTALLED BY THE OWNER IN ACCORDANCE WITH TOWN OF OCEAN
+ ' ' +' + + ` + + 4y 17. ZANY OUTSIDE SLE �LIGH NG SHALL E TIONS AND !ARRANGED AS TO DIRECT THE LIGHT AND GLARE AWAY FROM
m I 1 DOLLAR I,+ +' + + + THE STREETS AND ADJACENT PROPERTY.
I "0 1'T1 �' GENERAL > �+ `+ + ' ` ++ ++ '++ • '+ ' G I 18. TRASH IS TO BE COLLECTED IN DUMPSTER CONTAINERS AND PICKED UP BY A PRIVATE
+ Z COMPANY.
Se v +' +' + }+ « + a + } + F
I r 18 16 + 19. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE PRIOR TO BEGINNING ANY
II FFE = 45.67 M O t ++ +'+ ++ }' i` + ++ } \\ i WORK ON THIS SITE.
9 A F + } ' + } + + \ r� I 20. FEMA FLOOD MAP IDENTIFIES THIS PARCEL AS BEING IN FIRM ZONE X, PER COMMUNITY
II / I *A yd+TE4+ + + + +* PANEL 375357 1065 J. 6/2/06.
rT1 ` 1 -J ' a + y +STRIPING+ + ++ + + ++ \ I 21. ANY DEVIATION FROM THIS SITE PLAN, WITHOUT AN APPROVED MODIFICATION, SHALL RENDER
I"11 ' + (T•� ++ ++ + + ++ + + \ THE PLAN VOID AND OF NO EFFECT. NO FURTHER PERMITS FOR CONSTRUCTION OR
I I I a +, + + ++ + *+ + ++ + + ++ + CERTIFICATE OF OCCUPANCY WILL BE ISSUED AND EXISTING PERMITS MAY BE SUSPENDED OR
�q \ ` _ REVOKED BY THE PLANNING OR CODES ADMINISTRATOR.
'^ + + + ' } # ' ' i ` \ 22. A "COMING SOON" SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION
+ +' ' + *' `+' ` +` ` ' ++' \ 1 p' BUFFER + + AND MUST BE REMOVED DURING THE WEEK OF STORE MERCHANDISING.
1+ * +' � + +' + y+ ++ +` + ,' #' +' + 1 • EXISTING PG 206 _ ' , + + + a i + + 23. THE CONTRACTOR IS TO STAKE THE LOCATION OF THE SIGN AND NOTIFY THE DOLLAR
I - 1 -
"I Io r ' ' + + i' +1?AIdED _' + t \ MAP CAB. 17• GENERAL PROTECT MANAGER FOR THE EARLIEST POSSIBLE INSTALLATION DATE.
CROSS HATCHED AREA DENOTES HEAVY 24.PARKING LOT GRADING SHALL NOT EXCEED 5X MAX. CROSS SLOPE.
o �I 6• �++ ++} +++ }+ +++' +++ ISLAND++ +++# 25. PARKING SPACES ARE TO BE 9' x 20' UNLESS OTHERWISE NOTED.
g MIN. + + + DUTY PAVEMENT.
I I + ` la ' ` + ' + ' ' ' ` \ 8- CABC 26. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR SETUP AND COSTS OF ALL TEMPORARY
I + i + ++ + + ++ + + ++ +` + + +' i + +' +' ' + ++ + UTILITY SERVICES (INCLUDING TEMPORARY POWER) UNTIL THE PROJECT IS TURNED OVER TO
1 + + + ++ } +�+* + i + + + + ++ + # ' } + + + + + \ 2" S 9.5A AND ACCEPTED BY DOLLAR GENERAL.
I I \ 27.THE CONTRACTOR IS TO PRESSURE WASH ALL PAVED AREAS AND SIDEWALKS THE MORNING
I ++ +*� ,' ++ i+ i+ ' , i* y+ ,' +' a ,' +++ \ PARKING AREA PAVEMENT PRIOR TO STORE OPENING.
I I ON + + RAMP + + + + + + + + ' + + + . + LIGHT DUTY 28. THE CONTRACTOR SHALL FURNISH AND INSTALL A MAILBOX ON SITE. THE MAILBOX TYPE,
I }' + + ` + + USA iiEAVY+DUTY + + + i` \ 6" CABC LOCATION, AND INSTALLATION SHALL COMPLY WITH THE LOCAL U.S. POST OFFICE
71.2 ' + +' ` + +' + + ,' +'AjIEM�NT SECTION ++ a +* ,+ \ 2" S 9.5A REQUIREMENTS. VERIFY REQUIREMENTS PRIOR TO PURCHASE AND ROUGH -IN.
I I + ++ } ' + +� + + +' + AS'SJ�QWk + + \ 29. BASE OF PARKING LOT LIGHT POLES SHALL REMAIN UNPAINTED.
+ }+ y+ *+ ++ + +++++ ++ + LOT 10 NCDOT R/W PAVEMENT SECTION 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED CERTIFICATION
+ + i ' + + , + + + \ JOSHUA HAMPTON TRUESDALE
10" CABC OR 5. 8258 THAT PARKING LOT MEETS REQUIREMENTS SET FORTH IN THE CONSTRUCTION DOCUMENTS.
+ ' _ ` + + + \ 22121478 3" 119.OB AND
' I ❑ ' a+ + ' ,' { ' +' +` ++' ,' ' * y' * + ` + \ PARCEL NO. 243KE114 2" $9.59
I BLDG. 1 -
SETBACK 1 +' +, '` MGQWCRE�E #' * +' }' + \
I I I � + � + + i + + \ � ALL PAVEMENT MARKINGS
SHALL BE
+ i i + ' + + + + } }
i I I PROPOSDED y + { " y +
I 1
HVAC UNITS 1 ' ++ +' + +` + NOTE: THE FINAL PAVEMENT DESIGN (TYP,) L �- + I + « + ++'+ \ MUST BE PROVIDED BY THE OWNER'S I '_2 q�• t J't3.Q` +' + + + \ GEOTECHNICAL CONSULTANT FOR SITE
I I I + + +a + +++++ + \ SPECIFIC CONDITIONS.
I I PROPOSIDED R3.0 p + « 7' SIDE
I STORM WATER PROPOSED ' ' \
I 1 BMP AREA DUMPSTER + + ++ +' + * SETBACK
+ 4
!'•
I I ENCLOSURE _ _ +* +=+ + , SANDY OAKS SUBDIVISION $FJ41
PROPOSED PRIVATE STORM 02W2
I I WATER EASEMENT MAP CAB.017, PG. 206 •2�
• I I '�jf'rYr'VQINfcQ� ir,���
STOP li1ICi.110
\`\� �Ir�rt9
UMPSTER (.) _ -�' '
TYP� 10' REAR BLDG.
_ ..�- SETBACK
186.07
..��, W MUTCD - RI-1
S 8737 00 "STOP" SIGN
I I v 10' REAR BLDG. WALTER GENE SELLERS AND \ NOTE: ALL TRAFFIC SIGNAGE
I I SETBACK WIFE, EMILY KIRBY SELLERS \ AND MARKINGS MUST MEET
2436/1380 MUTCD AND NCDOT STANDARDS.
ILAKE TREE SHORES SUBDIVISION \
MAP CAB. T, PG. 66
-_� STREET I I I
APp�ETREE NOTE:
50t R� _ PRIVATE I I ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY
LOT 9 SHALL CONFORM TO NCDOT STANDARDS AND GRAPHIC SCALE
\ SPECIFICATIONS AND COMPLY WITH ALL GENERAL zo o ro zo ao
I I AND SPECIAL CONDITIONS OF THE DRIVEWAY PERMIT.
1 I 1 inch - 20 ft.
No.
Revision
Date
B
1
REVISED PER NCDENR COMMENTS
11/4/10
JET
Designer
ALP
Scale
1- - 20•
Drawn By
Date
JET
11 3 10
Checked By
Job No.
WAC
02100366.0
DOLLAR GENERAL
Isle Brunswick
North Carolina
PRELIMINARY SITE PLAN
WITHERS & RAVEN EL Sheet No.
ENGINEERS I PLANNERS 1 SURVEYORS 2.0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

FM
FM
t- FM-�- -
�� 32C
8.3a, EX. E0P
43
_.
--- 43-75'
3 ,s2
EX-. EOp_�_ 43s0'
nM R(
I
.-__�--FM - -FM 4•..la_�
FM 4:.'8
�--
43�
q _Beach Drive, SW
N C 90 - _ _ _ Y4,.
60-'R/W -=u tic - 43 -
4�_- --
EX. EOP W
_-- W
W ;"" W43 38' Jet P
3,51 Fa
s
MATCH EXISTING
GRADES AT DRIVE
ENTRANCE
W
W -
a 3,23'
EX. E0
>
42-89'
W 1
_ ,
1
43---I;:c,
4293'}
-
W .'�' 23.04
E)(--E-QP T
T-r
I
a3.o6'
I I
\�
142.87' (\
..
._,
• • 4 3.58' I 1 -44.
4.3
\ \ \ 4(4p p�,. P pp,,,, I I / - - - a3 c' _LF--15� "HOPE\
42,76
T�4� z + 4 STORAGE
"'(Lf \ I 43 \ \ \ I I I 73I It43 .
3. tl! S6T-6R�UCTURE
a3.72E +44.1 44 ~.2\
\ DEBOR/
70' 1 .2.s3.l zSHEEHA
43 65' 2 INV OUT-41.05
z x 43 ` \ 1 306
v- 1
PARCEL N(
I43.7 '
NCI N .4f3
n 43.7=' Z 43.7T 43.n' 1 1 1#2 43.a' \ N EX. ASPHALT PARKING LOT
I tom- y EXCAVATE 2 D. OF GRATE-43.8
as 6e' I i STO'COLp
M ACTION �3 I INV OUT=41.05 \ �� II
44.2 4s� LF-15 HOPE
E
• � 1 O 1.0% 4a2'
1 � 5.35' ,
4534
- �143.S7 43.82' ,.. ' .,g '� 11 i 7. In
PRIVATE
10 00' ATE i
iT<e
°
a+s&sla
pRAINAGE ESM T 445+ y
°
.4 4
°
43. '2'� \l
117➢
4370
I
I I 3.8'
°
a
`
14.5+
yyyI'
16
4'xl WATER
4
5
4 1
444.57
1 y
3e3LOT
LAKE TREE SHORES SUBDIVISION
I`I
METER SEMENT
DS
p « I
1
MAP CAB. P, PG. 355
,- 76'
ep
b . ' W
11 \\
I CO
STORAGE
I
36'
� I
STRUCTURE s
.3.ij,
I
E
I
7.
v
� r E
I
43 65
� I
I MAINTENANCE \��
434'
I
1
ACCESS POINT x.a
r
II
1
1
44.87 1`(
1 44.571
r
1
,'� 4^.3' 1
15 LF-15" HOPE1
4x5 � a
y
Ir
I ' I43.SQ1
1r I
7`
it w: I I
;
L 4�2+
dm-4
z
I
C
4x.Y
1
m
.1
DS
1
1 J
431'
I ,
I
10 m 43
sP'
-
FFE-45.67 '-----
1
-
IIE
�I
GI/3
II
I
y6'
I 1 a3.6' GRATE-43.
INV OUT.41,
co
1
I
rn I
43.5'
I SURGE STONE
i
DS
1
ROOF DRAIN DOWNSPOUTS LOCATED
<' 62
AT REAR CORNERS OF BUILDING.
I I
GENERAL CONTRACTOR SHALL VERIFY
%
I
EXACT LOCATIONS ON ARCHITECTURAL
I
x r
PLANS. ALL ROOF DRAINS SHALL BE
Irnl I$
ROUTED TO NEAREST DRAINAGE
STRUCTURE OR TO STORMWATER BMP.
1 '�
'
$
g
I I
l
43 5'
1 HP"44,4
I4'. _38' 18" PVC ROOF 1 DS
i RAIN, M�11MUM
I 1X LOPE �°^ + µ'g7
CAI
I a3.E 3' DIAiED
I43.6,' E 435' IP-RAP PAD I STRO
5'Wx8ALx22"1 ° + 44.97
I
I
I
I
I
I WILLIAMS I
I TRUSTEE
/1334 I
243KE001.02
12
I
I
I
I
\ I\
\\ I\
\
I\
\ I\
n \ A
\ W
G \\\ 1
I
Sd43 0'
I
EXISTING 10, BUFFER
M4!Po CAB. 17, PG. 206
z'
OF STTMORAAGESIDE \ `
\ 42.5'
FOR COMPACTION
1
STORM AVG. 6" DIA
STORAGE
I
DRAINAGE EASEMENT
I
STRUCTURE `.\
3 4PRIVATE
I I
4+5-o
❑
1
�sSo
❑
48 LF 1
28 LF 43 Z.
"1
I
a 6'
1
1
I
I I
-
0%DPE 1
O 0%
46'
4
-
•
� er PVC RpoF I
I I
I D N, MINIMUM
i% SLOPE-
_
1
I
--
<
1 1
PROPOSED
IC3.2.- I I
1-
---------
STORM_
- --- -WATEIT
�'- AMP AREA
-
1
4
PRIVATE STORM
1 _�
I .33' 14a.1: 1 15" HOPE OUTLET DRAINAGE EASEMENT
i 1 INV OUT-39.50 44.2
I - �
0T
7'00" W
I. _
i x �
I � Im � ,42.8' LOT 6�a,. 2.
$ E WALTER GENE SELLERS AND
42286' 42.63' WIFE, EMILY KIRBY SELLERS
I I 2436/1380
�'j I 1 42 O, LAKE TREE SHORESz SUBDMSION
423' 6o.e ae d2 MAP CAB. T. PG. 66
App�ETREE STREET •
- PRIVATE
I
50' RIW I I 6'
az_4�'-z23'
I I
No.
Revision
Date
B
1
REVISED PER NCDENR COMMENTS
11/4/10
JET
Designer
ALP
Scale
1" 20'
Drawn By
Date
JET
11 03 10
Checked By
Job No.
WAC
02100366.0
DOLLAR GENERAL
Isle Brunswick
14 \ LOT 10
V OUTm41.35 \ 4-3' JOSHUA HAMPTON TRUESDALE
UT41.22121478
PARCEL NO. 243KE114
,I
44.2+
4�"
+ 419
44.
SANDY OAKS SUBDMSION
44.2 _ _ _ - BLOCK E
MAP CAB. 17. PG. 206
4;..2
_. E
42
a.4 \
\ LOT 9
North Carolina
STORM DRAINAGE CALCULATIONS
STRUCT.
PIPE
PIPE
PIPE
TOP OF CB
VEL.
DEPTH
AREA, AC
C
1
0, CFS
0 TOTAL
SLOPE, %
SIZE, IN
LENGTH
OR
INV. IN
INV. OUT
FPS
OF FLOW
No,
FEET
Y.I. GRATE ELEV.
GI /1
0.13
0.90
7.2
0.84
0.84
1.00
15"
4'
43.80
-
41.05
3.63
0.30
GI /2
0.13
0.90
7.2
0.84
0.84
1.00
15"
4'
43.80
283.4
41.05
3.63
0.30
GI /3
0.23
0.90
7.2
1.49
1.49
1.00
15"
15'
43.80
282.85
41.05
4.28
0.41
GI /4
0.17
0.90
7.2
1.10
1.10
1.00
15"
30'
43.80
281.00
41.05
3.93
0.35
NOTE:
1. ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER TOWN OF OCEAN ISLE STANDARDS AND SPECIFICATIONS.
2. ROOF DRAIN LEADERS SHALL BE SCHEDULE 40 PVC. MINIMUM SLOPE ON 6" PVC ROOF DRAIN LEADERS SHALL BE 1.07.
MINIMUM COVER IN PAVED AREAS SHALL BE 3%
TYPICAL HEAVY DUTY PAVEMENT SEC11ON
OAF
HS720 RATED AT COMPACTED 8 FILL
Gil
PER _ •TLESSINFILTRATION TRENCH OVER EXCAVATE TRENCH -
MANUFACTURER
BY • ON «
SPECIFICATIONSO� ---------.--. G� ALLOW :PAPROPER BACKFILL
•
OF
GRADING & DRAINAGE PLAN
ABOVE
SHWT
37.50
STORAGE CHAMBER DETAIL
N TS
STORAGE EL_= 42.50
3 3
BASIN BOTTOM EL.=39.50
;Y-40 THK. SURGE STONE
LAYER WHERE NOTED
UNCOMPACTED SUBGRADE
RAKE WITH TEETH OF
BUCKET PRIOR TO STONE
INSTALLATION
NOTE: FOR ADDITIONAL
DATA SEE ACF DETAILS ON
SHEET 9
NATURAL
GROUND
�---'-4" MIN. CLEAN SAND
2' MIN. 1' MIN. UNDISTURBED IN -SITU SOIL
- Ll SH WT
INFILTRATION BASIN TYPICAL SECTION
N TS
STANDARD NCDOT FRAME d( GRATE
STANDARD NCDOT PRECAST G.I.
GRATE ELEV-43.80
4
15" N12 HOPE PIPE O 1.0% (TYP
INV. OUT-41.05
SUMP ELEV.
4" DIA. HOLE FOR '
DEWATERING
TYPICAL GRATE INLET SECTION
NTS
EL.=43.00
�10
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 ft.
WITHERS & RAV E N E L Sheet No.
ENGINEERS 1 PLANNERS I SURVEYORS 3•0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.can License No. C-0832
i

--
-►� fM 4323'
�_._.__.-- FM
FM -
_ aa�ia _
� FMB--"�f aa�e' _- -- --'�
FM— �.y' -- — prive, SW-
-_-- - --43_' — — ►�I.C. 904 - Beach EX --LOP—
43.34' .— ._o hlic
3. __
�- W _—
�� 43.59' 43.60'
EX. EOP�a3.5o'
- • � it
M4PCA
B.
\S� NRT R DU \ \ 43 59I
\ � I
� I
I43,65'
------------
I
43u, _ --�—
II
I
i
I
I
4, 17'
• az u> l\
II
i
I i
�E I
i
a 2 DEBORAH WILLIAMS
} .as "�- SHEEHAN, TRUSTEE
}
3066/1334 I
PARCEL NO. 243KE001.02
t43.ib' I�TI � 1 �yiy `�'as�xY
1 .y �r`lar3,-h.F�},ar
1 43.73' Z 43.7' 43.72' I :r,. i s rr "r $ § ,.'vsr zc .a. g. £r -+, .,,, .t 4 -r .s" '. �s ... 4 b Y I
tx ""�"" �`•-'�''�` � ��'"' r t4'�r" �' y''�%t -a � ' " � EX. ASPHALT PARKING LOT
, r sv"�{'t- s ''�, t� " 'z 4 3 t I
d ry
ffb.N � } i?i• r.,� sW s fl'b 5�"�ti•'a S+ikwrL����"��r��''3 �,� "p r3 � �r 's ,€' � c S. '� � -c
I 43.69' ( I x'a'a
4S '� ` J
� � 4�2,r � '; `�`'�¢°� r` � �' } ,,�. 4 �� � `�' vk+` ^'v , � v z• L{fiHyJ �
I r,as
a bra 9ui, a 1�7
f .d 1 i^�liiy �a }`f �i ` t yt�H A� p.. „'$3 "k."4 L;�? rr33 1 �&' I
43J6'� 1 ns 5 1 2 ''' s1 s '�' "J">'/z �' r ,r�i'`j. ° rrts # 4 r a _ s 4339'
\43.8'' 4=.L'' 143. }'xi5 ,
'i' ° i s3 -,- ks s: s .,w-,x- } i rh r� �x4• �, - / I
{MATE ( 4'_
v fi a�rr� 9 r ;r, �a 10 PR ESM 1 a 15
I W +�S 4r + • ai'
4,14
�W A � H�`ind�.. � >� .5 3 rd �, Sr y , k
-3v1a3.?0' I 43 "' fyhn
45
LOT 16 i
LAKE TREE SHORES SUBDIVISION I
MAP CAB. P, PG. 355 x�,6as.:.*-4 s £1 6 # :.~< ' t
�+. �., :'v /5 v 1. a"qc Fa ,r 3r" r ,u'h 7r3 } a v i., ti �a ^°"..,z3'� -�- � k s a � CCC _—
`_vla� P
I I � � � s cr,; s , to �" fz e _r"*aa *• a weC '� `4" rc� v 3 n r r y , � __•_�EX: EO I
a, 3.89'
-
i 65' {'� }s s sx. ✓' R ,+ �'�ts{2��`�' >vs1 sI 'SAY r
5
DRAINAGE AREA
44 ?'2N�--r x414 I
48 453 SF
.a' r
I d.7i3'
I r I
rn
I Irm
>
I 43,4 rm fb "�� a� a 7 f OR(iE�fONEy a t }
I43.62'
Ixm 10
BUFFER
435 EXISTING 7 106
i a �r Y, �_ -' a-r.:F'�' &,a -r:• s e.'r a. i' S 6 �p CAB. PG. 2
r^I I'/:T'.0'
IMPERVIOUS AREA �--
`°
a34 '�' ..'� b 3 Y' i rid 9>��' .4}•G'� ' i^ \
.3
34,359 SF
I =II I.3.61'
:.
.,.y{.,:� / �_ sF" t•t":zt F` ,xnrrr z y
LOT 10
I 43_4'_-3' JOSHUA HAMPTON TRUESDALE
❑ } 22121478
j ✓ 7t y ' �� fe+r ' p,l PARCEL NO. 243KE114
12
+ aii #� i o-� rx•fl >
I I I 43.6' *rat.'..., * T f '^ z /, tt °k• t ,� t'k"
'+� a
I1 I �x 43.65' 42 "H ,}4i a} ay >3,`s ,Y+„ Ia3.a6'
� I 40 139.5
I r I 48.0•
44
I I PROPOSED.---- 43 I
43.� I 1- - ---570RIA�WATER 42
BMP AREA
o ,4 41 ,,•1�1..,.-v.r a'-'i, SANDY OAKS SUBDIVISION
I4g I ? _ 4,k2 = — — BLOCK E
- PRIVATE STORM .a f .,w. ' MAP CAB. 17, PG. 206
• � 43.33' I I
DRAINAGE EASEMENT a.
43J 1' I — 44.2 4-2
I 1 40_�39. �_��� 44 4a 3' _
­ 25' ----
Ia2.8' 42-
h�� ,42.a' LOT 62
I WALTER GENE SELLERS AND
a2.a6 142.88' WIFE, EMILY KIRBY SELLERS
I2436/1380 \
II LAKE TREE SHORES OSUBDIVISION
42.3'
� Bcre Yule 11?
MAP CAB. T, PG. 66
APPLETREE STREET 142.4a \ \
501 WW - PRIVATE I 42.0'
12.41' 42.29. LOT 9
' I I ,41,5'
I I \
Designer
ALP
Scale -
1- = 20-
Drawn By
Date
JET
11 03 10
Checked By
lob No.
WAC
02100366.0
DOLLAR GENERAL
110cean Isle Brunswick Cou
North Carolina
DRAINAGE AREA MAP
GRAPHIC SCALE
- 1 ]� 20 0 10 20 40
�( lv 1 inch - 20ft.
WITHERS & RAVEN EL Sheet No.
ENGINEERS I PLANNERS 1 SURVEYORS 3.1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

L
AREA OF DISTURBANCE
FOR FORCE MAIN TAP
- F\A - —
' ❑-r —
--- — — _ Beach Drive, S _
— _ -FM — — — — .C. 904 eac -
EX. EOP — -
�" N = 60— - Public
EX. EDP
20'x100' GRAVEL ---
_ -- BEGIN SILT FENCE CONSTRUCTION
SILT FENCE (TYP.) ENTRANCE'_ '
4.� �� - - -
43 _�-- — ,
LIMITS Of DISTURBANCE ► —
�! -
- vv - SF EGIN SILT FENCE
���
EX. EOF\ \ SF TEMPORARY
�6 TEMPORARY
_ DIVERSION DITCH
50' ROW
4AP 44
I BLOCK & GRAVE
N INLET PROTECTIO P.) Y
I _
ZX 1 44
r
EX. ASPHALT PARKING LOT
Ln
AREA OF DISTURBANCE
FOR WATER MAIN TAP
10.00' PRIVATE i 4
DRAINAGE ESM'T \
I I
I I I
I I 1
1
\
I \
I I r
I I I I
1 I 1
r � 44
Ul
I II _IO' ' `
• I, 1� ', a I \1
-o rmit
BLOCK & GRAVEL
ml I I I INLET PROTECTION 1
I'I II i m (TYP.)
I
Im
TEMPORARY.
SEDIMENT
I BASIN WITHPOROUS
\
r l I 1 ❑ I I BAFFLES
I —
44
i 42
rlI I 1,
AM
' I I
•• I A�,1- 'i
I I�
Ii I I
� I I
App�ETREE STREET
�
,
501 R- PRNp,TE I I
I I I
i I
I
No.
Revision
Date
B
i
REVISED PERNCDENR COMMENTS
11 4 10
JET
Designer
ALP
Scale
I" - 20'
Drawn By
Date
JET
11 03 10
Checked By
Job No.
WAC
02100366.0
Ocean Isle
4
THIS AREA TO REMAIN 44 —` ,
UNDISTURBED DURING 1
CONSTRUCTION ----- -- 43
_ 42
INFILTRATION BASIN qi
RIP -RAP PAD I
5'Wx8'Lx22"D
AVG. 6" DIAL _ —
�39. __---A 44
�40_______--- —
SF ...... Won
LIMITS OF DISTURBANCE
DIVERSION
DITCH
DOLLAR GENERAL
Brunswick Cou
SILT FENCE
LIMITS OF DISTURBANCE I
50.6
END SILT
North Carolina
EX- — I
SILT FENCE TO BE INSTALLED I
ON PROPERTY LINE WHERE
SHOWN (TYP.)
\ I
\
\
\ I
\
\
\ � I
2
3
4
5
6
7
8
9
•
I
EXISTING 10' BUFFER
MAP CAB. 17, PG. 206 — — —
\ TEMPORARY
DIVERSION DITCH
6' STONE
11
END SILT FENCE
ROSION CONTROL NARRATIVE
4E LAND DISTURBANCE OF THIS SITE INCLUDES 1.1 ACRES OF DISTURBANCE.
HE PURPOSE OF THE DISTURBANCE IS TO CONSTRUCT A DOLLAR GENERAL
TORE AND ASSOCIATES APPURTENANCES. THIS SITE SHOULD REMAIN DISTURBED
0R 120 DAYS OR LESS.
ROSION CONTROL NOTES:
ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH
THE CURRENT NCDENR STANDARDS.
THE TOTAL DENUDED AREA (INCLUDING ROADWAY IMPROVEMENTS) IS 1.10
ACRES.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN
PROPER WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
ESTIMATED PERIOD OF CONSTRUCTION IS 120 DAYS.
EEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITION, IF AVAILABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLE SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY
AND MIX WITH WITH SOIL SEE BELOW
CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING
IP T R TIPA K AFTER SEEDING.
EOU MEN 0 CUL C E
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60X
DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
APPLY:
- AGRICULTURAL LIMESTONE - 2 TONS/ACRE.
- FERTILIZER - 10-10-10 ANALYSIS AT 800-1,000 LBS/ACRE.
- SUPER PHOSPHATE - 500 LBS/ACRE OF 20X ANALYSIS SUPER
PHOSPHATE.
- MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE.
- ANCHOR - WETTING AND ROLLING, OR ASPHALT TACT OR CRIMPING.
EROSION CONTROL PLAN
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING PERMIT, SCHEDULE A PRE -CONSTRUCTION MEETING.
2. CLEAR ONLY AS NECESSARY TO INSTALL TEMPORARY DIVERSIONS AND GRADING FOR TEMPORARY
SEDIMENT BASIN. CONSTRUCT STONE WEIR. INSTALL SILT FENCE, TEMPORARY DIVERSIONS AND
CHANNEL LINERS. SEED/MULCH AND ANCHOR ALL SEDIMENT AND EROSION CONTROL MEASURES UPON
INSTALLATION. CALL FOR INSPECTION. IF APPROVED BEGIN CLEARING AND GRADING OF REMAINDER OF
DISTURBED LIMITS.
3. BEGIN FINISHED GRADING, FILLING AND COMPACTION OF SITES.
4. CONTRACTOR SHALL MAINTAIN SILT FENCE AND SEDIMENT TRAPS ON A DAILY BASIS.
5. CONTRACTOR SHALL CLEAN OUT SEDIMENT TRAPS AS REOUIRED TO MAINTAIN ADEQUATE STORAGE FOR
SEDIMENTATION.
6. CONTRACTOR SHALL INSTALL THE STORM DRAINAGE SYSTEM AND BLOCK & GRAVEL INLET PROTECTION
AT NEW STRUCTURE LOCATIONS AS SHOWN ON PLAN.
7. BEGIN FINISHED GRADING AND BUILDING ACTIVITIES. STABILIZE SITE AS AREAS ARE BROUGHT UP TO
FINISHED GRADE WITH VEGETATION, STONE BASE COURSE. CONCRETE, ETC. INSPECTION AND
MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL EVENT, THE SILT FENCE SHALL BE
INSPECTED AND ALL EXCESS MATERIAL SHALL BE REMOVED. ANY DAMAGED AREAS OF SILT FENCE
SHALL BE REPAIRED ON A DAILY BASIS. THE BLOCK AND GRAVEL INLET PROTECTION SHALL BE
INSPECTED AFTER EACH RAINFALL EVENT AND ALL ACCUMULATED SEDIMENT SHALL BE REMOVED.
8. PURSUANT TO G.S. 113A-57(2). THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BE VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL. WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING. BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT. DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE
TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES 21
CALENDAR DAYS. AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS,
WHICHEVER IS SHORTER,
9. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED PER SEEDING SCHEDULE. UPON INSTALLATION OF
ALL GRAVEL SURFACES, STORM DRAINAGE, CURB AND GUTTER AND STABILIZATION OF ALL SLOPES AND
SHOULDERS, ALL SEDIMENT SHALL BE REMOVED FROM BASIN AND DISPOSED OF IN A LEGAL MANNER,
THE BASIN SHALL BE BACKFILLED IN 6"-8" LIFTS AND COMPACTED TO 987E PROCTOR DENSITY AND
VERIFIED BY THE GEOTECHNICAL ENGINEER. CALL FOR INSPECTION.
10. AFTER FINAL APPROVAL, REMOVE SILT FENCING, AND/OR ANY REMAINING TEMPORARY EROSION
CONTROL DEVICES.
SEEDING SCHEDULE
PERMANENT
SEEDING - SHOULDERS. SIOE DITCHES. SLOPES (MAX, 3:1)
DATE
TYPE
PLANTING RATE
AUG. 15- NOV. 1
TALL FESCUE
200 LBS./ACRE
NOV. 1 - MAR.I
TALL FESCUE
200 LBS. ACRE
RYE •(NURSE CROP)
MAR. 1 - APR. 15
TALLAFESCUEUZZI
200LB5 /AACRE
CCRE
APR. 15- JUN. 30
HULLED COMMON BERMUDAGRASS
15LBS./ACRE
PERMANENT
SEEDING - SLOPES (3:11
AUG. 15-NOVA
TALL FESCUE
200 LBS/ACRE
AND SERICEA LESPEDEZA (UNHULLED, UNSCARIFIED)
60 TO 70 LBS/AC
NOV. 1-MARA
TALL FESCUE
200 LBS/ACRE
AND CERICEA LESPEDEZA (UNHULLED. UNSCARIFIED)
60 TO 70 LBS/AC
AND ABRUZZI RYE
25 LBS ACRE
MAR. 1-JUNE 1
TALL FESCUE
200 L /ACRE
AND SERICEA LESPEDEZA (SCARIFIED)
40 TO 50 LBS/AC
MAR. 15-JUNE 30
WEEPING LOVEGRASS
10 LBS ACRE
AND SCRICEA LESPEDEZA (SCARIFIED)
40 TO LBS/AC
MAR. 15-JUNE 30
HULLED
/
AE(SCARIFIED)
( SERICEA LESPEDEZA DES
L0
T ES/AC
40 O 50
TEMPORARY
JUNE 1-SEPT. 1
SEEDING
TALL FESCUE
200 LB35
ILLET ))
SIACRE
CRE
ORDSORGHUM-S DTOP
AN HY�RDSE(NRSE CROP)
30 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH
DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING RATE COMBINATIONS ARE
POSSIBLE.
*NURSE CROP/TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING.
OTHERWISE FESCUE
MAY BE SHADED OUT.
EROSION CONTROL LEGEND
sF-sF-SILT FENCE
LIMITS OF DISTURBANCE
. TEMPORARY DIVERSION
INLET PROTECTION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SEDIMENT BASIN SIZING
DENUDED AREA . 1.10 AC.
DRAINAGE AREA 1.10 AC.
PEAK FLOW' (1.10)(0.30)(7.2) - 2.38 CFS
SURFACE AREA RED.: (2.38)(0.01)(43,560) - 1,037 SF
STORAGE VOLUME REO,: (1.10)(3,600) . 3,960 CF
BASIN VOLUME PROVIDED: 3,977 CF PROVIDED
BASIN SURFACE AREA: 1,875 SF AS SHOWN AT ELEV. 43.00
BASIN BOTTOM ELEVATION: 40.00
WEIR. 6' AT ELEV. 43.00
SEAL =
02aE42
/F/I i.I fv \ � k,to GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 ft.
WITHERS & RAVEN EL Sheet No.
ENGINEERS I PLANNERS I SURVEYORS 4.0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

CONNECT 2" PRIVATE FORCE MAIN SERVICE ,� FMB- --FM EX E0
LINE TO EXISTING 12" FORCEMAIN USING A _-
SERVICE SADDLE AND TAP
EX. 12" FORCM MAIN FM - ,
_ FM — — _ Beach Drive, SW — — —
• — �_-- -FM-�— --- _
EX. SOP_ - N C. 10
.--��— 60
APPROVED NCDOT - -'-'' - - 1 - - --
_ ENCROACHMENT AGREEMENT _ - - MATCH EXISTING
REQUIRED PRIOR TO BORING - —� GRADES AT DRIVE
---
- �- ENTRANCE
INSTALL 4" STEEL CASING
- - -BORE & JACK UNDER BEACH ��-
- DRIVE 43 - _ J
— EX. EOP W _
W — OS WATERLINE I
W EX. 12" CONCRETE ASBEST '
3' W ---- -� a rEX�F9P
EX. GV T
M W 2•
__ W _ - E MAIN
I _
— I }g5 /
EX. EOP\ 44
\ I I LL Q•/ >�I i I
AfAP_ -\ I
� 44
CO \ DEBORAH WILLIAMS
I(cn 1 I 1 PRIVATE DUPLEX Y \ SHEEHAN, TRUSTEE
I I mI
44PUMP PUMP STATION I
� x I � \ l
I1 \ PARCEL NO. 243KE001.02
3/4" WATER METER & WILKINS 750
BACKFLOW DEVICE TO BE INSTALLED Z 1 EX. ASPHALT PARKING LOT
IN A HEATED & INSULATED ABOVE , 4 PVC SANITARY
GROUND HOTBOX I 1 1 I II SEWER SERVICE I I I
• � I �� 11 N I I �� \, I
HORIZONTAL DIRECTIONAL DRILL TO
INSTALL WATER SERVICE. CONNECT
TO EXISTING 8" PVC MAIN USING A
3/4" SERVICE SADDLE TAP
LOT 16
LAKE TREE SHORES SUBDIVISION
MAP CAB. P, PG. 355
No.
Revision
Date
B
1
REVISED PER NCDENR COMMENTS
11/4/10
JET
I 1" COPPER N
SERVICE
I
I
l CO a I
x I \ 3/4" COPPER
I ' IRRIGATIO
3/4" WATER SEVICE
SERVICE
I I
I I I _____F�X.S0- I
I 3/4" WATER METER & WILKINS 975
>� BACKFLOW DEVICE TO BE INSTALLED
IN A HEATED & INSULATED ABOVE
C I I I GROUND HOTBOX
m l I I 4'x12' WATER METER I I
I 1 EASEMENT ,' y
I I I I I 44
A
L I
�I
I \
wit
v
I I mlrm
EXISTING 10BUFFER —
Imc m I MAP CAB. 17. PG. 206
00
I \
II I I \
I I I I I \ LOT 10
\ ` JOSHUA HAMPTON TRUESDALE
• � � \ 44 � \ 22121478
PARCEL N0. 243KE114
'Lj
\ W
I44
�
D b I _� L
II 1 40 -39.5 , t J
44
PRQQOSEiY`- -----' 43
--STORM WATER a142
BMP AREA
IPRIVATE STORM -
I I I i DRAINAGE LASLMLNT 45
—
I44
- — 442 _ ��►" 186.0T
S 673700
I %
LOT 62
WALTER GENE SELLERS AND
WIFE EMILY KIRBY SELLERS
II I I 243
� LAKE TREE SHORES ORES SUBDMSION
I
I MAP CAB. T, PG. 66
PPLETREE STREET
, " _
f\ PRIVATE I I I
50
Designer
ALP
Scale
1" - 20'
Drawn By
Date
JET
10/20/10
Checked By
lob No.
WAC
02100366.0
DOLLAR GENERAL
Isle Brunswick
North Carolina
SANDY OAKS SUBDIVISION
OL0GK E
MAP CAB. 17, PG. 206
\ LOT 9
UTILITY PLAN
NOTES:
1. ALL UTILITY MATERIALS AND METHODS OF INSTALLATION TO BE IN ACCORDANCE WITH THE BRUNSWICK
COUNTY STANDARDS AND SPECIFICATIONS & MEET APPLICABLE N.C. PLUMBING CODES.
2. SEE ARCHITECTURAL PLANS FOR SPECIFICATIONS FOR AREA LIGHTS.
3. ELECTRIC, TELEPHONE, GAS. AND CABLE TV SERVICE TO BE PROVIDED BY LOCAL UTILITY SUPPLIERS, OR
THEIR SUBCONTRACTORS. CONTRACTOR SHALL CONTACT THE RESPECTIVE SUPPLIERS OF THESE SERVICES TO
VERIFY EXISTING LOCATION AND COORDINATE TAPPING OFF, REMOVAL & REPLACEMENT OF SERVICES. SEE
ARCHITECTURAL PLANS FOR POINTS OF ENTRY INTO BUILDING.
4. SANITARY SEWER SERVICES LINES TO BE SCHEDULE 40 PVC. CONTRACTOR SHALL ADJUST SLOPES TO AVOID
CONFLICT WITH OTHER SERVICES. MINIMUM SLOPE TO BE 1.04X. MINIMUM COVER UNDER PARKING OR
DRIVE ISLES - 3.0'.
5. CONTRACTOR SHALL CALL INC CALL ONE AT 811 TO VERIFY LOCATION OF EXISTING SERVICES BEFORE
BEGINNING CONSTRUCTION.
6. CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED TO THEIR ORIGINAL CONDITION. THIS INCLUDES ANY
EXISTING UTILITY DAMAGE AND REPAIR OF ANY PAVEMENT, WALKWAYS, OR STRUCTURAL ITEMS. INCLUDING
BUT NOT LIMITED TO: WATER, SEWER, ELECTRIC, GAS. IRRIGATION, CAN, FIBER OPTIC, TELPHONE,
LANDSCAPING, PAVEMENT, SIDEWALKS, AND CURB & GUTTER.
7. ROOF DRAINS SHALL BE 6" SCH. 40 PVC. CONNECT TO CLOSEST STORM DRAIN STRUCTURE. MIN. SLOPE _
1.0
8, ANY CLEANOUTS LOCATED IN PAVEMENT SHALL BE LOAD RATED
9. BACKFLOW PREVENTERS SHALL BE LOCATED ABOVE GROUND IN A HEATED HOT BOX. THE GENERAL
CONTRACTOR SHALL PROVIDE CONDUITS AND CONDUCTORS TO THE HOT BOX.
10. CONTRACTOR SHALL PROVIDE CONDUITS AND CONDUCTORS FROM TRANSFORMER TO ELECTRIC PANEL.
CONTRACTOR SHALL COORDINATE WITH PROGRESS ENERGY TO PROVIDE CONDUITS AND CONDUCTORS TO THE
TRANSFORMER PAD.
11. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S LANDSCAPING CONTRACTOR ON THE SIZE AND
LOCATION OF CONDUITS FOR IRRIGATION LINES.
12. DOUBLE CHECK VALVE ASSEMBLIES MUST CONFORM TO BRUNSWICK COUNTY SPECIFICATIONS. REFER TO
APPROVED LIST OF BPA'S.
13. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN BRUNSWICK COUNTY STANDARDS AND
SPECIFICATIONS.
14. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN TOWN OF OCEAN ISLE ENCLOSURE INFORMATION.
15. NO TAPS, BRANCHES FH'S OR OTHER ACCESSORIES ARE PERMITTED ON THE PIPING BETWEEN THE BPA AND
METER. THE CONTRACTOR SHALL REOUEST A COPY OF THE COUNTY LATEST STANDARDS AND DETAILS
BEFORE BEGINNING CONSTRUCTION ON ANY UTILITIES OR SERVICES. FAILURE TO DO SO MAY RESULT IN
IMPROPER INSTALLATION OR NON -APPROVED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPLACING ANY NON -APPROVED MATERIALS WITHOUT ANY ADDITIONAL COST TO THE OWNER.
16. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION.
METER AND APPROPRIATE
BACKFLOW ASSEMBLY
TEE/
i IRRIGATION
SPLIT
DOMESTIC
LINE
OD
X
W IRRIGATION LINE
NEW METER AND
APPROPRIATE BACKFLOW ASSEMBLY
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 h.
WITHERS & RAVEN EL Sheer No.
ENaIN6ERS 1 PLANNERS I SURVEYORS 5,0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

No.
Revision
Date
B
1
REVISED PER NCDENR COMMENTS
11/4/10
JET
EX. EOP -
~
- Drive, SW
EX _ - -
N C. 904 - Beach- ---------fs
. SOP- _ P 1C
so
Designer
ALP
Scale
1" - 20'
Drawn By
Date
JET
11 03 10
Checked By
Job No.
WAC
02100366.0
EX. LOP
------------
- -
DOLLAR GENERAL
110cean Isle Brunswick
EX. ASPHALT PARKING LOT
North Carolina
FFX. F I
I
I
I
I
- ip' BUFFER
1 EXISTING
MAP CAB. 17. PG. 206 - - -
NC 904 STREET TREES -
139/100= 1.4 OR 2 TREES REQUIRED
2 RIVER BIRCH TREES PROVIDED
LAKE TREE DRIVE STREET TREES
299/100- 2.99 OR 3 TREES REQUIRED
3 RIVER BIRCH TREES PROVIDED
LANDSCAPE POINTS REQUIRED
LOT AREA- 1.11 AC OR 48.352 SF
36 POINTS/5,000 SF OF THE FIRST 15,00 SF 3x36- 108 POINTS REQUIRED
24 POINTS/5,000 SF OF THE REMAINING AREA
33,352/5,000- 6.67x24- 160 POINTS REQUIRED
108+160= 268 POINTS REQUIRED
LANDSCAPE POINTS PROVIDED
7
RIVER BIRCH TREES
x 6-
42
POINTS
6
LIVE OAK TREES
x 6=
36
POINTS
8
CRAPE MYRTLE TREES
x 6-
48
POINTS
54
OLEANDER TREES
x 3-
162
POINTS
71
nWARF YAIIPON Hm I YS
v 1=
?:i
POINTS
TOTAL POINTS PROVIDED a 311 POINTS
PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR DISEASED WOOD WHILE
PRESERVING FORM AND CHARACTER OF TREE; DO NOT CUT LEADER; DO NOT
PRUNE IN ORDER TO REDUCE CANOPY SIZE
NATURAL SOIL LINE
ROOT CROWN
TOP OF BALL AS DUG
CUT AND REMOVE TOP Yx OF WIRE BASKET, TURN DOWN TOP Yx OF BURLAP;
REMOVE ALL CORD AND TWINE FROM BASE OF TRUNK; IF NONDEGRADABLE
WRAP IS USED, REMOVE TOTALLY
4' BUILT-UP EARTH SAUCER AT EDGE OF ROOT BALL (OPTIONAL) IF PROVIDED,
REMOVE PRIOR TO ONE YEAR INSPECTION
2"-3-SHREDDED BARK OR PINE STRAW MULCH, 3" MINIMUM FROM TRUNK
(DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK)
UNAMENDED BACKFILL
BREAK UP EDGE OF PLANTING PIT
I.
TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL LEAVING SOIL PEDESTAL
UNDISTURBED
NOTES,
1. CONTRACTOR TO VERIFY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO
PLANTING.
2. DO NOT WRAP TRUNK OF TREE.
3. STAKING OF TREES IS NOT RECOMMENDED, EXCEPT ON WINDY SITES OR
FOR LARGE EVERGREEN TREES. IF STAKING IS DONE, FLEXIBLE STRAPS -
DIG WIDE, SHALLOW
NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT
PLANTING HOLE
APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR
WIDTH-3 x ROOT BALL
REPLACEMENT OF DESTROYED OR DAMAGED TREES.
4. ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE
MOST RECENT AMERICAN STANDARDS FOR NURSERYSTOCK PUBLISHED
BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.NJ.
S. TREES WITH ROOT FLARE COVERED BY MORE THAN 1.5' OF SOIL WILL BE
REJECTED PRIOR TO INSTALLATION.
6. A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED WILL BE DONE
BY THE TOWN ARBORIST TO ENSURE THAT TREES WERE NOT
PLANTED/GROWN TOO DEEPLY AT THE SOURCE (NURSERY). LANDSCAPE
CONTRACTOR SHALL HAVE SUPPLIER MARK GROUND LEVEL LINE ABOVE
ROOTBALL. IF TOWN ARBORIST DETERMINES THAT THERE IS EXCESSIVE
SOIL OVER ROOT CROWN, THESE TREES WILL BE REJECTED.
LD TYPICAL THE
NOT TO SCALE
TYPICAL SHR
NOT TO SCALE
LANDSCAPE PLAN
BALL &BURLAP PLANT- FOLD BURLAP DOWN INTO GROUND. SET TOP
OF BALL FLUSH WITH FINISHED GRADE
BACKFILL AMEND THE TOP 6" BY INCORPORATING 1%1.5" COMPOSTED
GROUND BARK OR OTHER SUITABLE ORGANIC MATTER OR PROVIDE
NATIVE SOIL WITH MINIMUM OF 5% HUMIC MATTER
SET TOP OF ROOT BALL 1'.2' ABOVE FINISHED GRADE
2' 3' SHREDDED BARK OR PINE STRAW MULCH, 3' MINIMUM FROM
TRUNK (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK)
CONTAINER GROWN PUNT - PULL ROOTS OUT OF BALL OR CUT SIDES
FIRM PEDESTAL UNDER ROOT BALL
BREAK UP EDGE OF PLANTING PIT
12' DEEP- CULTIVATE ENTIRE PUNTING AREA AS SINGLE BED WHEN
PLANTING MULTIPLES (FOR URGER SHRUB ROOT BALLS, MAKE 4'
DEEPER THAN ROOT BALL)
NOTES
1. ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN
THE MOST RECENT AMER/CAN STANDARDS FOR NURSERYSTOCK
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN
(A•AN.).
2. SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL
SHALL BE AMENDED AS RECOMMENDED,
3. SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO
INDIVIDUALLY DUG HOLES.
NDCOVER & PERENNIAL PLANTING DETAIL
m
PLANT SCHEDULE
TY
KEY
COMMON NAME
SIZE
7
RB
RIVER BIRCH
2" CAL. / 12' HEIGHT
8
CM
NATCHEZ CRAPE MYRTLE
5' HEIGHT
23
DYH
DWARF YAUPON HOLLY
3 GAL. / 18"
6
LO
LIVE OAK
5' HEIGHT
54
NO
OLEANDER
5' HEIGHT
LANDSCAPING NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING AND
IRRIGATION FOR THE ENTIRE SITE, TO INCLUDE BUT NOT LIMITED TO: SODDED/SEEDED
AREAS, SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT
PLANTERS.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING
LANDSCAPING.
3. IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN IRRIGATION DESIGN AND
INSTALLATION AND SHALL PROVIDE PROOF OF CERTIFICATION AS A "CERTIFIED IRRIGATION
CONTRACTOR" ACCORDING TO THE IRRIGATION ASSOCIATION OF AMERICA. CONTRACTOR
SHALL PROVIDE AN IRRIGATION SYSTEM INSTALLATION WITH IOOX COVERAGE OF
DESIGNATED PLANTING AREAS USING HEAD TO HEAD COVERAGE, MINIMIZING POSSIBLE
OVERTHROW ONTO NON -POROUS SURFACES. IRRIGATION SYSTEM SHALL BE ZONED AND
TIMED AS APPROPRIATE TO MEET PLANT MATERIAL AND LAWN AREA WATERING
REQUIREMENTS. TIMER/CONTROL TO BE LOCATED INSIDE BUILDING NEAR ELECTRICAL
PANEL.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF
GRASS ON ALL SEEDED AREAS.
5. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED. THE CONTRACTOR
SHALL INSTALL BLACK FABRIC WEED BLOCK LANDSCAPE MESH UNDER THE MULCH TO
PREVENT WEED GROWTH.
6. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE. FRIABLE, WITHOUT
MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL DRAINED. AVAILABLE SITE.
IT SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT GROWTH.
TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, STONES, ROOTS. PLANTS.
OR SIMILAR SUBSTANCES 1" OR MORE IN DIAMETER, DEBRIS, OR OTHER OBJECTS WHICH
MIGHT BE A HINDRANCE TO PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST
4-6x ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO 7.0 OR AS
APPLICABLE TO THE REGION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL
LANDSCAPED AREAS UNTIL THE LATER OF; (o) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE GRASS AND SHRUBS. OR (b) THE DATE THAT ADVANCE AUTO PARTS
OPENS FOR BUSINESS TO THE PUBLIC.
8. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND
RAKE ALL GRASS AREAS.
9. PROVIDE LANDSCAPE PLANS TO ADVANCE AUTO PARTS AND AS REQUIRED BY LOCAL
JURISDICTION TO THE BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO START OF
WORK.
10. ALL LANDSCAPING, TRESS. SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF
AAP MONUMENT SIGNAGE.
11. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK.
12. ALL PLANTING AREAS WITHIN PROPERTY BOUNDARY ARE TO BE WATERED WITH A FULL
AUTOMATIC UNDERGROUND SPRINKLE SYSTEM WITH FREEZE GUARD. ALL IRRIGATION
CONTAINED THIN THE F THE ITIRRIGATION T COMPONENTS SHALL BE CO ED WE E BOUNDARY 0 ESE. GA ON 0
PLANTING AREAS OUTSIDE OF THE PROPERTY BOUNDARY SHALL ORIGINATE FROM
IRRIGATION HEADS WITHIN THE PROPERTY BOUNDARY. CONTRACTOR SHALL RETAIN THE
SERVICES OF A LICENSED IRRIGATOR WHO SHALL PROVIDE DETAILED IRRIGATION
DRAWINGS WITH SUPPORTING PRESSURE LOSS AND FLOW CALCULATIONS. THESE SHALL
BE SUBMITTED TO LANDSCAPE ARCHITECT AS SHOP DRAWINGS FOR REVIEW AND
APPROVAL PRIOR TO COMMENCING WORK.
13. STEEL EDGING SHALL BE PROVIDED BETWEEN PLANTING BEDS AND LAWN AREAS.
14. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED.
GENERAL PLANTING NOTES
LANDSCAPE MAINTENANCE
1. TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING
THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS
PLANTINGS AND EXISTING BUFFER AREAS
SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND
2. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT
MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON
NOT LIMITED TO LANDSCAPING, GRADING, BUILDING ELEVATIONS
THIS PLAN, THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL
(ESPECIALLY COLOR), LIGHTING, OR UTILITIES WILL BE MADE
MAINTENANCE OF THE VEGETATION TO INCLUDE BUT NOT LIMITED T O :
U
WAPPROVAL OF THE DEPARTMENT OF PLANNING AND
MENTENT .
DEVELOPMENT.
LAWN AREAS
3. THE SITE SHALL E STABILIZED AN D THE ISSUANCE L B SF D OS0) SEEDED PRIOR TO SSU CE
OF A CERTIFICATE OF OCCUPANCY (COI.
7 THE LAWN AREA WILL BE MOWED 40 TIMES PER YEAR TO PROVIDE
4. ALL FNAVIEWS.SYSTEMS AND TRASH BINS WILL BE SCREENED FROM
NEAT AND UNIFORMLY FINISHED LAWN.
OFF -SITE VIEWS.
2. FOR AREAS INACCESSIBLE TO MOWERS, A STRING TRIMMER WILL BE
DUE AND RECYCLING LOCATIONS WILL BE SCREENED
S. ALLM
USED TO CUT GRASS TO SAME HEIGHT AS MOWER.
FROM OFF -SITE VIEWS.
OFF -SITE
3. CURB, SIDEWALK AND BED EDGES WILL BE MECHANICALLY EDGED
6. WHERE EXISTENT VEGETATION FAILS TOFE FUNCTION ADEQUATELYAS15
TIMES PER YEAR DURING THE GROWING SEASON.
REQUIRED (I.E. TYPE A PERIMETER BUFFERS), THE CITY OR SITE
4. ALL DEBRIS WILL BE REMOVED FROM TURF PRIOR TO MOWING AND
INSPECTOR RESERVES THE RIGHT TO REQUIRE METOWN
FROM TURF AND PAVEMENT AREAS FOLLOWING EDGING.
PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PUN BASED
N THE B
5. THE ENTIRE LAWN WILL CORE ETHE FALL.
ON ACTUAL FIELD CONDITIONS,
6. SEEDING AND FERTILIZATION WILLL 8E PERFORMED IN
BE
7. ALL EXTERIOR SITE LIGHTING WILL BE DESIGNED TO PREVENT
CONJUNCTION WITH AERIFICATION.
OFF -SITE GLARE.
7. THE LAWN AREA WILL BE OVERSEEDED WITH A HYBRID FESCUE
0. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANTING MATERIAL
BLEND AT A RATE OF 75 POUNDS PER ACRE.
AT MATURITY SHALL ALLOW FOR A 2.5'BUMPER OVERHANG FROM
8. THE TURF WILL BE FERTILIZED THREE TIMES DURING THE YEAR
THE BACK OF CURB.
(MARCH, SEPTEMBER AND NOVEMBER). A SLOW RELEASE NITROGEN
9. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY
PRODUCT WILL BE USED AT A RATE OF 1-2 POUNDS OF NITROGEN
OR WITHIN 5' OF A SIDEWALK.
PER 100 SQUARE FEET.
10. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL
9. A PRE -EMERGENT CRABGRASS CONTROL WILL BE APPLIED TO THE
SITE WORK IS COMPLETE. THE FENCE SHALL BE REMOVED PRIOR TO
LAWN WHEN SOIL TEMPERATURES REACH 40 DEGREES,
THE FINAL SITE INSPECTION FOR THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY,
PLANT BEDS AND SMALL ORNAMENTAL TREES:
11. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES
ASSOCIATED WITH ON -SITE ELECTRIC, TELEPHONE, GAS, CABLE, OR
I. ALL PLANT BEDS WILL BE SPRAYED AND WEEDED BY HAND TO
OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR
MAINTAIN THEM FREE OF WEEDS AT ALL TIMES.
YARD AREA OF THE SITE AND SHALL BE SCREENED TO THE MAXIMUM
2. ALL SHRUBS WILL BE FERTILIZED AS REQUIRED WITH
EXTENT POSSIBLE WITH EVERGREEN SHRUBS. PLANTINGS SHALL
SLOW -RELEASE FERTILIZER AT A RATE ACCORDING TO PLANT TYPE.
ALLOW FOR A MINIMUM 5' CLEARANCE AROUND THE STRUCTURE
3. ALL TREES WILL BE FERTILIZED BY DEEP ROOT FEEDING WITH A
TO ALLOW FOR ACCESS. PLANTING SHALL ALLOW FOR 1V OF
SLOW -RELEASE FERTILIZER DESIGNED TO FEED FOR TWO YEARS.
CLEARANCE WHERE THERE IS A DOOR OR LOCK. THE AMOUNT OF
4. ALL SHRUBS AND TREES WILL BE PRUNED WITH HAND PRUNERS TO
CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PUNT MATERIAL
ENCOURAGE GROWTH AND REDUCE DEAD MATERIAL.
AT MATURITY.
5. REPLACE PINE STRAW MULCH ANNUALLY.
12, ALL VEHICULAR USE AREAS (DRIVES AND PARKING AREAS) SHALL BE
6. FORMAL HEDGES WILL BE TRIMMED TO AN INVERT "V' SHAPE TO
SCREENED FROM OFF -SITE VIEWS.
ENCOURAGE LOW LIMB STRUCTURE AND DENSE GROWTH.
13, THIS PLAN IS FOR PUNTING PURPOSES ONLY. FOR INFORMATION
7. AN I.P.M. (INTEGRATED PEST MANAGEMENT) PROGRAM WILL BE
REGARDING GRADING, WALLS, ETC., REFER TO THE SITE AND
ESTABLISHED AND IMPLEMENTED.
GRADING PLANS,
14. A66 P6ANTS ANP. PLANTING FAMIBUR€1 WALL M€€T OR €XC€€Q
im
A.A.N. STANDARDS AS SET FORTH IN "AMEMCAN NURSERY
STANDARD LITER EDITION.
1. ALL LEAVES WILL BE REMOVED FROM THE LAWN AREAS WEEKLY AND
AND S A
15. ALLTREESANDSHRUBSSHALLO FULL,WELL.BRANCHED PUNTS
SHRUBS
FOUR TIMES PER YEAR FROM THE PUNT BEDS. LEAVES MAY BE
WHICH ARE CHARACTERISTIC TO THE SPECIES.
PLACED IN ADJACENT WOODED AREAS.
16. TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A
DEPTH OF AT LEAST 4' IN LAWN AREAS AND 6" IN SHRUB AND
NATURAL AREAA
GROUNDCOV BEDS.
I ]. ALL RIP RAP PADS, DETENTION PONES, AND OTHER STOR
1. NATURAL AREAS WILL BE MAINTAINED FREE OF BRUSH AND WEEDS
RELATED DEVICES SHALL BE SCREENED WITH EVERGREEN PLANTINGS
WITHIN THE FIRST TEN FEET Of THE NATURAL AREA
TO REDUCE VISUAL IMPACT FROM OFF4ITE,
18. ALL TREES TO BE A MINIMUM OF 2" CALIPER AND 8' HEIGHT AT TIME
OF INSTALLATION.
12, ALL PARKINO SPACES SHALL 6E WITHIN 60"IT OF THE TRUNK OF
CANOPY TREE,
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 ft.
WITHERS I& RAV E N E L Sheet No.
ENGINEERS I PLANNERS I SURVEYORS 6.0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

srm wan
coo sees nww
8�: >tr oO aroaawa CROON
-M Bar FM ONLY araN DR AREA rid rem O PAT
00[S I1Or ®AKO M k>oR FENCE FAILURES ton
AaTAS O nO Ma 57 WMED 9anIG
-Ow OF WIT IvsLE am To BE nenNm wswa. TM NmN11 River Oat
CATCH
aw
4 9mp
•
r r em seen
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
MAINTENANCE NOTES:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
DEMA1FRstG CONCRETE BLOCK
1 �
•Zi
CONSTRUCTION s rcinCATICINS / p
W
1. LAY ONE BLOCK M EACH SIDE OF THE STRUCTURE e
ON ITS SIDE N TIE BOTTOM ROE TO ALLOW POOL
CH BE
IN HES THE
M STOP
AT CREAkDST F STORM
LEAST M OF B
AT !FIST 2 NOES BU
MAa BOTTOM BLOCKS -
NS BORON RAW O'LAMA
GE OF SUPPORT
9PPMT ? I SLOPE. MAt4 R/ER
AN EDGE OF M STORY MAN FOR FLOW
O
m AVOID LSNdtn O WM
RT TO W NT
M K[NY LAVE LATERAL SUPPORT m LUT
IF E
MM ST
TI MM
TORS BT 7 x a woaD 7111D5 MROUCH
BLOCK OPOaNGS ItaE SOEE11
VWM
L CAREFULLY TIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
YM rE94 WITH ITI-Na OPOOM OVER ALL POOL--]MMTEENG
BLOCK OPUS= TO HOB GRAVEL N PLACE.
1 Uffi CLEAN MAVCL, 3/W1 10 1/7-ACM N
1
OUSTER. RACED x wE1I s S& M TO► ,. ,
Ir
Or M BLOCK M A 2:1 BLOT OR FLATTER AND
SMOOTH IT TO AN EVEN MADE. MT p7 WA9KD
STONE O RECO L040M
BLOCK AND GRAVEL DROP INLET PROTECTION
MAINTENANCE SPECIFICATIONS
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2INCH OR GREATER) RAINFALL EVENT. CLEAR
THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH
DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
BURY BOTH
OF PLYWOOD
ALL PARTA AY COMPLETED BMW DRAM
SHALLBE PROTECTED AT D Or
EACH PAY M EN
N ACCORDANCE
g
DETAILS
.Sawa saw v.
naml MAw
-�-� 3/1' ExTEwM-�
PLt4
-- ---'- INLET PROTECTION
w'TREW END or
on DRAN
a.
•1( 1 ( •1( `HARDWARE CLOTH/ Li
II II II
N u STONE FILTER INLFT PROTECTION
PIPE INLET PROTECTION (PLYWOOD AND STONE)
No.
Revision
Date
B
1
REVISED PER NCDENR COMMENTS
11 4/10
JET
1/7 Pi[
OALEWR
sea wB morn no
a aAE NSA
�
1
/ ram• aAw
rows NwLR
n. mart aau ■ AOIPYm aw aRP wst® w
a ""m
m aAaMl OepBp6 taa M mOn an0
raownma w to M aasw or.o• or M nw.
A
A
RYawe m1111 !Wl t aVAw) w A xnwwx
1rA n ear rn
Ilea ao w Saar • trraA lmR
x. Nat rates Rw tow
�mWwau°Imm.�
LA
NaruirB war IAI�OtN nw i
/
�
4M�mwlr 111•a feLL R 19YO ILO M awes arMY®
aaN M aBRwa wVwt•a[ AaA ,w m Arhwaly wsaram
/
`
/
I \
asoa ,aR aaaw no
PLAN VIEW
��tw Ono smR
N amerwwaaaena
SECTION A -A
BLOCK AND GRAVEL STORM INLET SEDIMENT TRAP
Designer
ALP
Scale
V as20
Drawn By
Date
JET
10 20 10
Checked By
lob No.
WAC
02100366.0
..0
as...
•
IialQa'�irrR
�r�I�a�F��a,�.
O a•w�
f At
��V��Vllll...... Ma s•ru
we
NeeENBM M BN IN WBL4WM aEB/eB ISM V0,
NOTES;
MAINTENANCE SPECIFICATIONS:
a 8M' m 3 COHSE Aa�DA EE wuI
MAINTAIN THE GRAVEL PAD IN A
r
CONDITION TO PREVENT MUD OR
DNA MNNDIA.
a. T wAm 9IFTICEMI To
o t"iNwc Twoas a TO BE
SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH
R �
PyAw[ IN W'U1% m AmLL
2-INCH STONE. AFTER EACH RAINFALL,
WtSTrI
INSPECT ANY STRUCTURE USED TO
4 wort x MesayMEp N A COIaxTION
TMPI WLL pRMNT TRMJOW M
TRAP SEDIMENT AND CLEAN IT OUT AS
wuD wools.
NECESSARY. IMMEDIATELY REMOVE ALL
�or
i hem gDiSi"`Mwm.
OBJECTIONABLE MATERIALS SPILLED,
s xlr wTEal AraCH d
ILJ WH 'afro
WASHED, OR TRACKED ONTO PUBLIC
N E Gp
;rzL
ROADWAYS.
B'
2• TO r COAM AGGREGATE
film rpm
NOTM APPLCNU AT ALL Peatla OF
NONM a OMEN Lgft me E
MABLUA rFAM a CHECKS Or
M 0i NO TOMY
moapw CE MUST OE PROW=
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
TABLE 6.10a
TABLE 6.10b
TEMPORAY SEEDING RECOMMENDATIONS FOR
TEMPORAY SEEDING RECOMMENDATIONS
LATE WINTER AND EARLY SPRING
FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
SEEDING MIXTURE
RYE (GRAINI 120
SPECIES RATE (LB/ACRE)
ANN LEN&DEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
GERMAN MILLET 40
KOREAN IN MOUNTAINS)
50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
IS NO TO EXTEND BEYOND JUNE.
SEEDING DATES
SEEDING DATES
MOUNTAINS- ABOVE 2500 FEET: FEB. 15-MAY15
MOUNTNNS- MAY 15 - AUG. 15
BELOW 25M FEET: FEB. 1-MAY 1
PIEDMONT- MAY 1 - AUG. 15
PIEDMONT- JAN. 1 - MAY 1
COASTAL PLAIN - APR. 15 - AUG. 15
COASTAL PLAIN- DEC. T - APR. 15
SOIL AMENDMENTS
SOIL AMENDMENTS
F OW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
AND 750
FOI//1,,LLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
US ACRREE AGRICULTURALLIMESTONE AND 750
IB9 ACRE 10ROUN 10 AGRIFERCULTURALUMESTONE
10ROUND1A
MULCH
MULCH
APPLY 4,OD0 L8%ACRE STRAW. ANCHOR STRAW BY TACKING WITH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT. NETTI OR A MULCH ANCHORING TOOL. A DISK WITH
ASPHALT. NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL
ANCHORING TOOL.
MAINTENANCE
MAINTENANCE
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED.
REFERTIUZE IF GROWTH Is NOT FULLY ADEQUATE. RESEED,
REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION
REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
OR OTHER DAMAGE.
STEEP CUT OR nu
UPS DPE TOE POSITIVE GRADE 1.0% MAX.
SIDE 1(MAX.)
SLOPES _'
STEEP CUT OR FILL SLOPE
PLAN VIEW
TEMPORARY DIVERSION DITCH
MAINTENANCE NOTES:
INSPECT TEMPORARY DIVERSIONS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY
REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
Cross -Section 12' min of NCDOT#5
or #57 washed starts
36M car ft/are _
Design settled
top
2' to 3.5'
Plan View
p err..lxlow
settled top of
dam
Olt¢r 3'
fabric min.
Figure 6.80a Plan New and wuseaedon view of a temporary sediment trap.
RV.6N6 6.603
• ,� •• i • 1 tIR wL
•'• !+! ,p,uo�)aear-"Ki t B• nwx, standard fabric with wirefaaca
.+. -.6 tnm(. eXiro strength Fabric withourr adre wKa
A 11
entaBel Steel
M�111p Mlwa l/ 0eYC Plastic or
wire ties
IN
fantt Natural
ground
r I I
I�II�
ea', I I 'aMr e ♦ .� . e st
•owNggi��,,w '• .n, 'eeT' �� a'...• :• 24• fifie lraIn Filter
1fZi710
•ia �P�1 fabric
KUM •
MBw boun am of View M (samses" kam M Iwo
RIPRAP
'ERMANENT
P R
am
b . Par OL L t•N
Sf I
Le • API,LOMN LENGTH QSQi
IsFAx 1 aM
Is . AFROI DEPTH PLAN
w
SLOPE 0 X i I FLga
NOTES. SECTION A -A
SEE APPROPRIATE solEDU E FOR DIMENSIONS FOIL• blanket
1. Lo is the length of the dprop apron.
2. d K 1.5 time .the meximurn stone ttionmter but
not Ion then 5
3. A finer blanket or rear fabric MwM be
hnstmied between the riprop and soft foundation.
PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL
MAINTENANCE NOTES:
IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY
DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE
MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY
FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND
BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
DOLLAR GENERAL
Isle Brunswick
Practice Standards and Sysa cations
Construction 1. OTRde the brain w that the bottom Is level front to back and side to side.
Specification 2. !-tali pats or saw from amost the width of the sediment trap (Practice
6.62, Sadiment Fierce).
3, Steel posts should be driven to a depth of 24 inches, special a to 'b
of fear spent, and Installed up the sides of the basin is well. The top of the
hbriedwuM be6lncha h]ghw dm Ibe invert ofthespillway Top ofbdBa
should be 2 inches Iowa than the top of the bona.
4. Initial] at last three rows of bemN between the Intel and oudel discharge
POWL Baia lea then 20 feet in length Dry me 2 bal0a,
B. when using pate, add a support WIN or rope acts, the top Orlin ,,=
to Pment sagging.
G Wnppo m t=W,tDwJuw Mckedbywirmmcial,ovaeawhw m
he top wke. Hammes abw intodw Nwhwes top fwm&mq. The frbdc
should have five to ten percent openings, in the wave. Aumb fabric In a rope
and a support saueaae with alp risk win, or empire
7. The bottom ad ddes of the hide should be anchored in a amrh"pinned
with 8-]ncb dram oMuol tTrumg suples.
8. Do M splice the fabric, but use a continuous pica strop am basin.
Maintenance hapnct boilers at lent once a week and aftereach rainfall. SlAcanywquined
tepdn lr m utely.
Bew Wmainteina tothebgflkL Should the fabric ofe bamecellopa,
tar. deenmpme, or become inefthod e, replace it Pump ly.
Reanove sediment depeaf a when it reeNwa half fug to provide adequate
MW volume for the neat TRIP and to reduce prewm on the baffles. Trice
we to avoid risen" dW befflw during ciwloul Sodium depth should
nevw maed helf The dalgTwd morkge daish.
After the aomTwtmg drainage Want bee been properly mobilised, rmncve W
baffle IIIMmiaL and tmrtable sedimet depaits, Ming the m to gndo, ad
,WHO IL
North Carolina
SEDIMENT TRAP
MAINTENANCE NOTES
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE
DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT STORAGE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FOR THE RISER AND POOL AREA
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
rq,rasee swmpsoltwwr esna ueawwhna wN As, One aeahanmsaw spa awe aaaaAna. (aba hadA Peet McawsN
DETAILS
ry
ppI�� Y
tl6Yw+R•
FINAL PLANS FOR REVIEW ONLY
WITHERS RAVEN EL Sheet No.
ENGINEERS 1 PLANNERS I SURVEYORS TO
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
t

COAT HYDRANT BONNET AND NOZZLE CAPS
W/ 'ALERT' REFLECTIVE FIRE HYDRANT PAINT
SILVER MODEL 111440
PUMPING 6 HOSE CONNECTIONS
EQUAL TD COUNTY STANDARD
BREAK RING TO 13E SET WITHIN 2'-4'
FINISHED GRADE
OF FINISHED GRADE
VALVE BOX
I I I
I—
I I —III HYDRANT TEE
I �I I (—I I III
BURY IASII
1I
iIII III IIIIt II —TIII SIZE VARIES
I
SPECIFIEIT-
SWATERLINE EE PLANS
CONCRETE THRUST BLOCK
NOTE:
i;E'.•
• M'
1. HIM. 13F 4 CU. FT.
CONCRETE THRUST BLOCK
STONE (MORE IF
REQ'D).
GATE VALVE
2. CONC. THRUST
VALVE SHALL BE PLACED I3N THE
BLOCK TO HAVE
MIN.13F 6 SD Fr67
STONE FILL
WATER MAIN SIDE OF ROAD DITCH
(IN SOLID
(4BEARING C.F. MIN.)
3i ' TYPE 304 S.S. THREADED RODS
BANK )MORE IF
P
YORANT LEG TO DIP
MIN. 2 EA. PER SEGMENT
REO'0.).
DR
AND
3. DRAIN HOLESSMALL
PAY ITEM
'Aqua -Grip' RINGS OR
FLANGES SHALL BE
CLEAR OF CONC.
FIRE HYDRANT ASSEMBLY INCLUDES
GRIP RINGS MAY 3F USED AT
USED
.AUNTS IN LIEU DF THREADED RODS
4. FIRE HYDRANT
D
ALL ITEMS EXCEPT MAIN LINE
TEE
BARREL SHALL BE
FIRE HYDRANT ASSEMBLY (NTS)
HAND PLACED HAND PLACED - - - - - - •
DENSELY COMPACTED _ _ _ f
DENSELY COMPACTED I FT. _ _ _ _
BACKFILL TO 1 FT. - - - - SACKFUL. TO O I PE - - - -
ABOVE TOP OF PIPE ABOVE TOP OF PIPE
BEDDED PIPE BEDDED PIPE
MINIMUM STONE
EMBEDMENT AS
INDICATED GREATER IF
REQUIRED BY,
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL SANITARY SEWER
(0'-8' DEPTH)
PIPE LAYING
CONDITION A'
PIPE LAYING CONDITION (NTS)
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT. - --
ABOVE TOP OF PIPE
BEDDED PIPE - - -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
SHAPED STONE SANITARY SEWER
TO PROVIDE BEARING
AL13NG ENTIRE LENGTH
((8'-16' DEPTH)
OF PIPE BARREL
PIPE LAYING
CONDITION B'
PIPE LAYING
CONDITION (NTS)
CONCRETE BLOCKING
EXIST. WATER MAIN
TAPPING SLEEVE
TAPPING VALVE
WITH VALVE BOX
NEW WATER MAIN
NOTE, TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S.
AND PROVIDE A 360' SEAL
AROUND EXISTING PIPE WITH
FULL CIRCUMFERENTIAL GASKET.
TAPPING SLEEVE &
VALVE ASSEMBLY (NTS)
CONCRETE WASN DOME -
PROVIDE SMOOTH, ROUND
SURFACE
YQM SET BOLLARD INTO
CONCRETE HOOTER AS SH0
POUR CONCRETE SIDEWALK TO
BOLLARD.
4" PIPE - CONCRETE FILLED.
REFER TO PLANS FOR SIZE AND
LOCATION. PAINT OSHA SAFETY
YELLOW.
SLOPE SURFACE AWAY FROM
PIPE TO 1/2" PRE -MOLDED
EXPANSION JOINT (TYP.)
ASHPHALT (OR) CONC.
PAVING —1
STEEL PIPE EMBEDDED
IN CONCRETE FOOTING.
SHAPED SUBGRADE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
HAND PLACED
DENSELY COMPACTED
BACKFILL TO I FT.
ABOVE TOP OF PIPE
BEDDED PIPE �
SHAPED SUBGRADE
SHALL PROVIDE BEARING
ALONG ENTIRE LENGTH
13F PIPE BARREL
NOTE: PIPE SHALL BE BEDDED UP
TD SPRING LINE AND MINIMUM 4'
BELOW B13TTON OF PIPE WHEN WET
AREAS ARE ENCOUNTERED.
UNDISTURBED EARTH
- -- _ _- ELECTRONIC MARKER BALLS AT 100' ON
_ _ = CENTER 4 AT BENDS. MARKER BALLS SHALL
BE INSTALLED AT 1 1/2 TO 2' DEEP.
-_ - NOTE: MARKER BALLS SHALL BE
INSTALLED CONCURRENTLY WITH
PIPE. MARKER BALLS SHALL MAT
BE INSTALLED AFTER TRENCH HAS
BEEN COMPLETELY BACKFILLED.
NATE WAR MAINS 8.0 AND SMALLER
SHALL HAVE MINIMUM OF 3'
COVER. WATER MAINS LARGER
THAN 8'0 SHALL HAVE A MINIMUM
OF 3'-6' COVER.
PIPE LAYING CONDITION (NTS)
SANITARY SEWER
(DUCTILE IRON
ONLY)
(0'-16' DEPTH)
PIPE LAYING
CONDITION C'
PIPE LAYING
CONDITION (NTS)HAND
PLACED
DENSELY COMPACTED-
BACKFILL TO I FT.
- - - -
ABOVE TOP 13FPIPE
BEDDED PIPE
_ _-
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
SANITARY SEWER
(DUCTILE IRON
ONLY)
016' DEPTH)
PIPE LAYING
CONDITION on,
PIPE LAYING
CONDITION (NTS)
r-- 4.00" -j
ifu:eue �. YSR[ ttrunn R,n
STYLES ACCEPTED:
INVERTED NUT
RAISED NUT
CLEANOUT FERRULE
WITH PLUG (NTS)
NOTE,
ALL TAPS 2' AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2' SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO
DIRECT TAPS SHALL BE MADE.
TAPPING SADDLE SHALL BE BRASS OR DR13NZE FOR 'CC'
THREADS WITH DOUBLE STRAPS, FORD S-90. MUELLER
BR2B OR APPROVED EQUAL.
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC' THREADS. FORD S-70.
MUELLER H-134, JCM 403 OR APPROVED
EQUAL FOR SDR-21 PVC.
DUCTILE IRON PIPEP.V.C. PIPE
(CLASS 50 CEMENT LINED) (CLASS 200)
I=, ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.
STANDARD WATER TAP DETAIL (NTS)
PARKING
® E===
r------ I
VAMENNEENEEMEff
MAXIMUM R7-8 MAXIMUM
PENALTY PENALTY
s2so 250
[�
R7-81) R7-8E [ o
NOTES:
1. ALL LETTERS ARE 1" SERIES "C" PER 2003 MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED L,)
(ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE Aj
REFLECTED LEGEND AND BORDER. i
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED
(ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE U1p
LEGEND AND BORDER. Co o0
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED o
(ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE ,
I
LEGEND AND BORDER. Kto
rc
5. CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE om ro
NUMBER.
6. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING
SPACE.
7. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. (MUTCD)
8. SIGN MAY BE MOUNTED ON BUILDING/WALL AT PROPER HEIGHT,
IF ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE.
HANDICAP PARKING SIGN (NTS)
RESERVED
PARKING
rKI
VAN ACCESSIBLE SIGN
(AS REQUIRED)
SIGN R7-8,
OR R7-8A,
OR R7-8E
R7-8D
3" SQUARE METAL
POLE TO MATCH
EXISTING SIGN
POLES - COLOR
TO MATCH
EXISTING POLES
LID SHALL BE LABELED 'WATER METER' AND
SHALL BE 'AMR' TYPE WITH METAL FLIP -UP LID AND 2' HOLE
FINISHED GRADE
-11I11 METER CUS GAL.) // MIN,
13 MIN: CL ARAN(
MIN. 4' WASHED STONE
"
LOCK TYPE
�—
Z 0 MIN
METER
,
TOP
CL
CHECKE
BLOCK SUPPORT OR
VALVE
STONE AS NEEDED
7 //
OR • CLASS
...
.. .':.
.. .:
:.,, •. POLYETHYLENE WATER
. :...
.;.,:
... .; .. fit.
�,.'. SERVICE LIME
'
VIDE BOGY OR
DOUBLE STRAP SADDLE -
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H-1404-2.
FORD ND. VH-72-7W
OR APPROVED EQUAL FIR METER YOKE COMPLETE WITH
VA' SERVICEJDUAL PURPOSE FITTINGSCORP. STOP
O RKTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC WATER MAIN
1..
AREA ONLY.
2. PLASTIC METER BOX SMALL BE CENTURY $1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. M-1404-2, FORD Na.
VH-72-7W OR APPROVED EQUAL.
5. METER TO MEET AWWA C-700-71 STDS. AND SPECS.
-Y4" & 1" WATER METER SERVICE DETAIL (NTS)
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
r CLEANOUT PLUG AND CAP
4' PVC VERTICAL
STOP A7 R/W ` 4' SWEEP WYE
\\ r SERVICE LINE
PLUG
TEE BRANCH
SLOPE HIM.
1%
R0
1 0 TEE
< MATERIAL
AS MAIN)
� SANITARY SEWER
EASEMENT SHALL BE PROVIDED FOR SERVICE
MAIN
CONNECTION WHERE SERVICE CONNECTION IS
PLACED OUTSIDE OF R/W DUE TO PHYSICAL
CONSTRAINTS.
TYPICAL SEWER SERVICE
CONNECTION (NTS)
r QLm Me AMU L .............. ..: ::. ..:.....
IK •",���•� ,t��ttt; ABB BRO ldK}KLYK BI04iLt. O_ITLET MKl__
TD Ynim 1"- ""• pj ACL i10ci " —
1 1 /2" and 2" WATER SERVICE W/ RPZ & BFP
PAVEMENT ❑PTION
4' DIAMETER CONCRETE
COLLAR 6' THICK
wSERVICE LATERAL MATERIAL AS REQUIRED
IN SEWER CONSTRUCTION/SEWER LATEALS
SECTION OF THESE SPECIFICATIONS.
MUST BE 2' BELOW GRADE
WHEN SEWER CLEAN OUT IS IN PAVEMENT PROPERTY
'`'I=H%11IT MUST BE INSTALLED INSIDE A VALVE LINE
BOX BOX WITH COVER LABELLED 'SEWER'. Ir CAST IRON OR BRONZE
1�01CLEAN OUT PLUG
FINISHED 1?
�
vI/67G�4•iiZr6r4HNT iyv�r4
4���yy'4.��6'4hry-r
,CURB
:..': '...
-NOTE
•.'. ; .. .
THE FULL
LENGTH OF THE SERVICE DITCH'SHA6L..' .. ••,
••
•"
BE COMPACTED IN 6' LIFTS WITH MECHANICAL TAMP.. '.'•; ':'•,.'.
ALL TAPS
WILL BE MADE USING MECHANICAL TAPPING,' '•' ".
' '
'
MACHINE.
FOR PVC INSTALLATIONS, SADDLE AND BEND
MUST BE
BEDDED IN R67 STONE. BEDDING AND HAULING
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
S-4.
:. 4' D.I. OR
8',10' OR 12' TAPPING 1 PIECE
OF PIPE
PVC PIPE
SADDLE OR IN -LINE WYE
t/t6' 3R I/8' BEND MIN. GRADE 1%
"45° SEWER BARREL
OF PIPE TO
1.0' EXTENSIO
WITH PERMANENT
EXISTING SADDLE REST ON
UNDISTURBED SOIL
PLUG CAP
MAIN FOR SADDLE INSTALLATION
DETAILS, SEE STANDARD
COMBINATION WYE
1 DETAIL S-31 & 5-32.
AND 1/8 BEND
(ONE PIECE)
TYPICAL SANITARY SEWER
LATERAL CONNECTION
CONTRACTOR TO COORDINATE
EXACT REBAR HOLE SIZES AND
LOCATIONS WITH WHEEL STOP
MANUFACTURER.
PLAN
TO FACE OF CURB OR SIDEWALK
TO FACE OF BUILDING
3/4" — 1" DIA. HOIE
18" #3 REBAR. FIL
HOLE WITH SLURRY MIX I I
OF NON —SHRINK
III=
GROUT AFTER REBAR I
INSTALLATION.
SECTION A -A
WHEEL STOP (NTS)
sEAL
028942
I N `�
I.
`
fl
TYPICAL BOLLARD DETAIL (NTS)
NO. Revision Date By Designer Scale
1 REVISED PER NCDENR COMMENTS 11 4 10 JET ALP Drawn By Date 11 e /1 DOLLAR GENERAL D E TA I L S WITHERS &RAVENEL Sheet No.
JET 103 108.0
Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
WAC 02100366.0 Ocean Isle Brunswick County North Carolina 111 MacKenan Drive Cary, North Carolina 27511 te1: 919469-3340 www.withersravenel.mm License No. C-0832
i

Y
PLAN
MITH GRATE E FRAIE RE)M)YED
SECTION X-X
-• VEEP HOLES
(INCIDENTAL)
PATION —
10 FRAME —
TOTE)
GENERAL NOTEB:
USE CLAM •B• CONCRETE TIIRDNIMUT.
PROVIDE ALL DROP INLETS OVER S'-S" IN DEPTH WITH STEPS 12•
ON CENTER. USE STEM MICH COMPLY WITH STD. ORMGNO "O.M.
OPrsM CMSTRUCTION - MONOLITHIC FOUR 2• KEYMY OR G4 BM DOWELS AT
12• CENTERS M DIRECTED SY THE ENGINEER.
USE FORMS FOR THE OMSTR=ION OF THE @UrrO GLAD.
IF REIWORM OONBRETE PIPE I8 MET IN BOTTOM SW OF 10, AM TO BLAB
AS EIOBR ON STD. No. 640.00.
COTSTIUCr WITH PIPE CROSS MTCHIMO.
INSTALL 2" VEENELES AS DIRECTED BY THE ENGINEER.
INSTALL STMNE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 70 STORE IN A
POROUS FABRIC SAS OR GIN, AT SACH WEEP ISLE OR M DIRECTED BY THE EMUNEER.
CHAMFER ALL EDDO= COMM 1".
ORMINS Wr TO SCALE.
MAX. PIPE THIS SIDE - ISO "o
SECTION Y-Y
DIMENBIONS
AND QUANTITIES FOIL
DROP INLET(SABED ON MIN.
HEIGHT, N)
DIID:MIONS
OF BOX t PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
11MIRTH
ININ. HEIGHT
D
A
B
N
BOTTOM
BLAB
WALL PER
FT HT
a
Mill
X
C.M.
R.C.
IVa
-O•
2 -0
;.Ow
0.222
0.222
0.502
0.016
0.028
16"
0.845
0.023
O.OW
1ez
#
I
I z
I 0.708
0.033
0.049
24
9 •0
O.514
0.069
0.065
3ORl9
-0
2 -0
9 •e
0.2BE
0.222
0.90
0.092
0.127
I
GEOTE)MLE FABRIC �I
OVER 13,4110UNn1NK- I
AROUND PIPE 80 THAT PIPE BUTS
DIRECTLY EFFLUENT
AGAINST RALL ANK
NOT
PARE EPFLUENT SHALL NOT
PASS THROUGH FABRIC
SECTION
FABRIC PIPE BOOT FOR RAINTANK
AW
S4 BM
DOWEL
MAINTENANCE PORT
THIS PORT IS USED TO PUMP WATER MM THE
SYSTEM AND RE -SUSPEND ACCUMULATED
SEDIMENT SO THAT IT SAY BE ARMED OUT.
MINIMUM REQUIRED MAINTENANCE INCLUDES
A QUARTERLY INSPECTION DURING THE FIRST
YEAR OF OPERATION AND A YEARLY
INSPECTION THEREAFTER. FLUSH AS NEEDED.
(37 S-40" NOTCHES CUT N
SHADED AREAS
PIPE NOTCHING
PATTERN
®a�a���
"Water Management for Life"
g W
J
Z Lu
1-1GO
M
9a
�02
0L9
c
W F
ICU_
=ICI
ZpM T
v
OM
p9 1" DEPRESSION •� 1
Mio-iS-IUD it"T " 1'"7 It
M
po m as
=Q p CY _ r
n 4 Z �_
-4 N 1
yO r L
2 SECTION G-G
_
0
a
W
m C m
M 2'-S n
6'M r-
DO
i T
1�
in I life"77
SECTION H - H
Z'n
via
A
O
i
Ol
BACKFLL COMPACTED TO
95% MODIFIED
PROCTOR DENSITY
24" FRAME AND
rrR,PR
/ CONCRETE COLOUR
WHERE REQUIRED
. PAVED SURFACE
'{ GEOORID SX•1200 (OR EQUAL)
� NOWCORROSNE HOSE CLAMP
NONCORROl NOTCH BOTTOM
SOUR PLATE OF PIPE
PLASTIC, $LATE BEE PATTERN
OR EQUIVALENT
D-RAINTANKTM TYPICAL MAINTENANCE PORT
AV
NOTES%
1. THESE ARE TYPICAL MANUFACTURER'S DETAILS. SEE SHEET 3
FOR ACTUAL SITE INSTALLATION PLAN.
Designer Scale
ALP - 2DOLLAR GENERAL
Drawn By Date
JET 10 20 10
Checked By lob No.
WAC 02100366-0 Ocean Isle Brunswick County
7Yg
ZN
PLAN OF GRATING
CAST IRON
I
F--*j
PLAN OF FRAME
CAST IRON
ialr '`II 1a11 jar,
Ol-
9'-9$f" 2'-3"
n
I
21 b" 2% q�
N CY 2'-1�t1 rr N
31-611 21 p11
SECTION E-E SECTIOVN F-F
North Carolina
END VIEW OF PIPEIFABRIC CONNECTION.
CUT AN *r N THE FABRIC SLKMITLY
LARGER THAN PIPE, PULL THE FABRIC
AROUND THE PIPE TO CREATE THE "SOOT'
AND THEN SECURE WITH A HOSE -CLAMP.
r— — — — — -
L —
'x"cur
FABI
PIPE
INTEL
90)
QQ6
O O M M Z
Q o4M
H = Z W
fA l¢p-LLCO
2OU)
fn
M
ao
Y-
WDO
ULLL
� a
O r
I -C
OD
� W
O � y
LL
1 =-y
hH
_j M F
T d3
W 0 LU
cc
U.
CLAMP OR TAPE USED TO
FASTEN LINER TO PIPES TO
PREVENT SACKFLL FROM
D-RAINTANKTM TYPICAL TANK INLET/OUTLET DETAIL
WaterManagement/OfLI/e" ,N.XX-u.,,u-... -...• »...erCcennnnu,YM_Il OQOQ.uuu-i..ix
DETAILS
NOTE:
PRE-TREATMENT
STRUCTURES
NOTSHOWN
INLET
3" (GAB m)
BACKFLL COMPACTED TO
OS%MODFED
PROCTOR DENSITY
UTILITY MARKERS AT
CORNERS (TYPJI
SURFACE
NOTE: FOR COMPLETE MODULE DATA, SEE
APPROPRIATE RANTANK- SHEET (SINGLE
MODULE, DOUBLE MODULE. TRIPLE MODULE,
QUAD MODEL, OR PENTA MODEL)
BX-1200 (OR EQUAL)
m) MN.
24" (0.61 m) TYP.
IW (0.46 m) MN.
m)
RAINTANK- UNITS WRAPPED IN 81 SM
EXCAVATION J
�24"(0Bt m)
OEOTEXTILE (OR EQUAL)
LINE AND
SUITABLE STRUCTURAL
LOAD RATING: 34 PSI (MODULE ONLY)
IMPERMEABLE
EACKFEL COMPACTED TO
H-YO(WTTH ACF COVER SYSTEM)
NOTES.
LINER WHEN
REWIRED
90%MODIFED
PROCTOR DENSITY
1. NO IMPERMEABLE LINER TO
BE USED.
2. CEOTEXTILE
ON 3 SIDES ONLY. NOT ON BOTTOM OF TRENCH.
D-RAINTAN�20 LOADS
®�j
��
XWaterManagement for Life'
... u.,w•..., -....
..M.e���Xnnen�..�.rel ,Q ..Q,Q,Q
A I�ntis
Fey
ARE DIMENSIONS
REM
TO MODULE DATA
MODULE DATA
EXPLODED MEW
OEOMETMY: LENGTH - 28.97 N. 05 WA)
LOAD RATND: 34 PSI. (MODULE ONLY)
WIDTH - 16.05 IN, (404 MIN)
14,20. C"MTH ACF COVER SYSTEM
HEIGHT" 1T.72 IN. (450 MM)
STORAGE VOLUME -4,22 OF(110 L)
NATIONAL: 86%RECYCLED
VOID NTBRNAL VOLUME 06%
POLYPROPYLENE
VOO BUFWAM Al 00%
D-RAINTANKTRI - SINGLE MODULE
N WiIiEl OMMOT.ACF■NVIRGNMBNTAL. i40044e" GES Ww
.4,10
WITHERS RAVEN EL (Sh✓�eetNo.
ENGINEERS 1 PLANNERS I SURVEYORS •0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.corn License No. C-0832