SW8131213_APPROVED PLANS_20140224

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20�`1 OZ2`1
YYYYMMDD

REVISIONS
ti
°J+ y 12/18/13 PER
NOTES: y1� � , Town of Swansboro
1- VERTICAL DATUM BASED ON NAVD 88 12/26/13 PER
3- SITE IS NOT LOCATED 1WTHIN A 100 YR. ROOD PLAIN PER FIRM 3720535500J DATED 7�7 SITE d.
NOVEMBER 3, 2005.
Land Quality
N G H 2 01/08/14 PER
Town of Swansboro
ti 02/07/14 PER
•4 Water Quality
2
TTC
O*
O}
N/F
H & M FARMS, LLC
D.B.3890 P.315
LOT 1A
MINOR SUBDIVISION OF
PETERSON & LAWSON / LEGEND
30.01 SUBDIVISION M.B.47, P.213,'0 SL. L-592 & M.B.38, P.56, EIS EXISTING IRON STAKE Q�
SL. K-282 EIP EXISTING IRON PIPE Ol .t 0
+3od
r�z \ BOUNDARY & PHYSICAL EMC ffi EXISTING MARK IN CONCRETE P S in u)
/F SURVEY FOR JOHN MOORE EPK EXISTING P.K. NAIL � 00 �
M.B.65 P.142 CAB. "N" SIS SET IRON STAKE C
i MIC = MARK IN CONCRETE LU
Is x SPK = SET P.K. NAIL � Lu Z 0 kn
I D. & U.E. = DRAINAGE & UTILITY EASEMENT C a.rn w a,
ONE-STORY METAL I U.E. UTILITY EASEMENT N 0 N
BLDG F.F.ELEV-31.55WV 7
MH SANITARY SEWER MANHOLE - M O m
29.38 /29.73,1/�9.59 +29�5 + I ( DRAINAGE EASEMENT • Di DROP INLETce CATCH O 3 Z LLI
24'PLASTC PIPE 29.8T' 7y INt^-26.75 30.88 I„� �'+� (M.B.85 P.142) CMP = CORRUGATED METAL PIPE �p G�j z 3 t z
Q 2889 J 31.03 �•-�.�_-•� _ 6' CHAINLINK W „ v1 w
�I �a / 31.02 FENCE RCP = REINFORCED CONCRETE PIPE C IL m
29.79 0.21»_ 2708 0. 5 - _ PP - = POWER POLE .N N
INV-25.73 30.00 I NIR DS / x x --*- x x x 330 26 x x x x A7 z7.71 SL = SECURITY LIGHT (n E � O 0 N
30.55 + 30.47 +30.63 30.77 31.01 30.39 "1 / �S CENTERLINE o CN w
I s T J �/ WM WATER METER Q i 0 N Z
I ASPHALT 92' E / / /ry 4.91' R/W MINIMUM_- R GH OP WAIYE U W O
I A2 N/F = - NOW OR FORMERLY _ 3 -m
/ ! FH FIRE HYDRANT M
TRACT DATA: I I / GW INVERT
GUY WIRE 0 w
AREAS OF ENVIRONMENTTOTAL AREA 2.11 AL CONCERN SHOWN HEREON i I I / / _ _ __ _
CURRENT USE VACANT / r \ -UG- = OVERHEAD TRAFFIC UNDERGROUND GAS j a 0
PROPOSED USE - (MULTI-PURPOSE (STRIP MALL)) I A3 ;r -E- OVERHEAD ELECTRICSLNEAL U LJ o
ZONED E B1 r TB TELEPHONE PEDESTAL
NUMBER OF UNITS - 4 I I / /I / r EB - ELECTRIC BOX
MAXIMUM HEIGHT = 35 FEET I I / I rr
(BM) = BENCHMARK (NAVD 88)
o _ -31� -' / FO = FIBER OPTIC MARKER
NUMBER OF PROPOSED BUILDINGS - 1 n Mo - - - \ r
_ / FMM SEWER FORCE MAIN MARKER
REQUIRED PARKING - ONE (1) SPACE PER 300 S.F. OF GROSS FLOOR AREA 3o.os +3oso - I / LF = LINEAR FEET
7,686/300= 26 SPACES 30.53 +30.7 29. 4 I / N.C.S.R. = NORTH CAROLINA STATE ROAD
PROPOSED NUMBER OF PARKING SPACES - 43 STANDARD SPACES f + 31.05 I D.B. DEED BOOK
2 HANDICAP SPACES (Per NC Building Code) \ +31.16 I M.B. = MAP BOOK
45 TOTAL SPACES I ^ V \ P. = PAGE n, unry,
N I 30.71 29.65 I +30.50
**ALL PARKING TOAfF-F.TORE.ICF.F.D THE REQGYRF-AIEA17S,5'F,TFORTHLM1'ART7C2F I70F THE t� +29.72 f-->EXISTING TRAFFIC FLOW ;�� •••
TOWN OF.S'WAN:SRORO.B CDO AND NCBC7LDING(YADF. 401_ I-C** I A 'S -
LANDSCAPING: a \ /I + +2606 LA LANDSCAPING AREA
O INTERIOR LANDSCAPING: I 1 0+5
/ / = U :
GROSS PAVED AREA = 26,148.72 S.F. 30.20 +30.54
8% OF GROSS PAVED AREA = 2,092 S.F.(REQUIRED INTERIOR LANDSCAPING) +30.84
/
P3
INTERIOR LANDSCAPING PROVIDED = 2,097 S.F. N/F 30.93)1 a: I+ \ _h/31.02 � / � '•• ..••' � ,t
ONSLOW COUNTY 30.98
PERIMETER LANDSCAPING: 0.8.1142, P.299 / r ) - -31, / N(O
} M
883 LF - 50 LF(DRIVES) = 833 LF 'I m I - +28.65
833/35-23.80 / Ae
CANOPY TREE 1 * 23.80= 24 REQUIRED (12ft high min.) '/
UNDERSTORY TREE = 2 * 23.80= 48 REQUIRED (6ft high min.) -31-
SHRUBS = 6 * 23.80= 143 REQUIRED (1ft high min.) ' I / 1 t )73 ( 2 ) 3
** I 1 1 + / A7 *����` � N FHUIRETTFORTHINARTICLE24AND WAL7-LAND.SCIPLNGTOAIFFTORFXCFF IF . 5F
ODD
k `
APPFNDLI'IOFTHE TOWA 0FSITAASH0R0W1TD0** 31.27+ DOROTHY L E WOOD
APPROVED
D.B.451. P.454
31.45 30a 0 NORTH
CAROLINA
ENVIRONMENTAL
;
- ONWASA . MANAGEMENT COMMISSION
. �
Li /'
SEWER - ONWASA { a �'� 3t.2a ,� ' : ,? 2-"44- 11
TAX MAP & PARCEL NUMBER - MAP 1313, PARCEL 7 < Q } 1 I L 24�� as t17 +29.71
NC PIN# 535503333205 f O > AllVAe A16 ' --
MINIMUM SETBACKS: ` d I / �J\ \ I Au <,e An bGIULR 5�-orroWcdru z
FRONT = 25' Q
SIDE STREET = 10' I II +31.03
INTERIOR SIDE = 0' O }31.46 +3osz , ; I LINE TABLE
Ii +30.99 AID LINE LENGTH BEARING Zj 3 J
REAR = 10' I = � � }2p,4y1 AtJ
�. 29.+6 �' L1 25.41 S77'51'42"W O .J
LIGHTING (251A): American Electric LED215 1/Pole - 4000K Lamp -17,357 Lumens _ \\ v� 12 301� +zsss 29.8+ L2 36.12 S87*46'49"W (ZZn
30' Mounting Height 31.36 W+3t.90 �31ss \ All / L3 59.20 S67'32'23"W "� O O N
/ (n ( S65'48'08"W U -
NUMBER OF LIGHTS POLES PROPOSED: 7 \ I L4 39.44
6' HIGH OPAQUE FENCE - 720 L.F. OF FENCE I LS 24.03 N86*48'22"W F ILI j 0 L_L6 27.93 S8428'57'W (L) Q Lw d
I NOTES: ti/ 1 I \ Attb L7 17.93 N89'35'45"W O_ 00
w
A71a u2 / I L8 32.78 S87'36'53"W of
1. ALL BUFFERS 1S TO REMAIN FREE OF ANY STRUCTURES OR ANY OTHER PERMANENT / I +31.40 \ L9 31.91 S81'34'07"W
FIXTURES. I / `+30.91 +3o.15 +z9. 4 I 29.91 L10 16.16 S70'41'19"W �1 �..( 3 LLJ >,
1 } +30.45 +29.92 + i? l ?�1
3. THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD t / f 30.54 L11 21.85 S19'24'12"W O -
ACCORDING TO "F.E.M.A." FIRM 3720535500J WITH AN EFFECTIVE DATE OF NOVEMBER \ I.-
PLAIN a
/ / I � \ � L12 22.23 S52'S9'20"E (�
-I L13 22.58 N45*21'26"E O O
9)w29.151 L14 21.54 S80*O6'27"E 'J a �
3, 2005. SAID PROPERTY IS IN ZONE "X". TOP-3oe2 // // -31.n \ \ _ L15 30.13 N71'13'2 � N N
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS MY-20.51 I - - - - - \
''Of /45 ASPHl�Lt -32_ 30.49 Lib �2&22 8'41'27"E
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ' 32SDt- - - - - - - 1 , \ + _ 21.70 S38'49'26"E Q) 3 O
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 31.91 07 - -
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE - - - - / \..87 \ / -------� 3
31.95 l y L18 17.70 S31 5'17"E .! N
CLEARLY INDICATED; THAT THE RATIO OF PRECISION R/W _31'se _ - _ EIP 0
3 .48 - BS 34 32.29 32.21
AS CALCULATED IS 1:15,000+; WITNESS MY 32.57� 32, 3ta2 - - - - - _ _ , - -3 - - 31.ae - ,y
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL 3z.0 32.07 S.9a - - _ - 32.2a 31,76 --� - 32.02 31.79 31.89 31.65 31.52 Fy)
THIS_-DAY OF __ 20_. - - -32_ _ _ TOP-32.03 --�- __ __ 31.6+-=--- . 1
31 5
32.59 32.25 _ NV-29.54 � 31.56 _.�.. - WETLAND DATA:
31.70 31.41
32.75 _ -31_83 TOTAL AREA= 91,792.86 S.F. (2.11 ACRES)
32.95 � 32.37 - - � - - '- - - -32_ - 31.9, �- ' 31.58
JOHN L. PIERCE P.L.S. L-2596 33.0 _33- I 32.64 G� 3208 - - - - - - - - - - - - - - - - - - - - -
32.77 32.47 32.04 WETLAND AREA 10,803.39 S.F. (0.248 ACRES) [N+* `'pBr�.
33,2 33.05 . 32.20 C E I M E
NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY: UK0tINTERSECTION N.0 HWY. 24 - 100 R/W 3z.3s
JOHN L. PIERCE,PLS, L-2596, ON OCTOBER 10, 2013. NCM 1� 21 AND 1rx ASPHALT (PUBLIC) �/ C� ASPHALT 3279
THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED 32 78 3265 FEB 1 0 2014
DOCUMENT. 33.oa_ - - .72 132.72 I32.71 - - - - - - - - - - - - - - - - - - - - - - BY
32 77 32 72 � � _ _ _ - - -33- - - - - - - - - -133.I, GRAPHIC SCALE
T �32.62 �32.81 33.32
15 30 a 120
32.58 3T+_ \ y 32.64 - ' a _ _ _ - - _ - -+33..70 1„ 30'
32.98 Y- 32.93 _F - - - - - - - -
SURVEY MAP, TOPOGRAPHY AND SITE PLAN BY 33.02 32.90 32.88 32 77 32.68 TTOOP.3273 33.09 TOP-n55 33.66 33.93 33.89 33.95 3425 SCALE:
MV-2A07 111V 29.24 33.59 inch
FEET )
John L. Pierce & Associates, PA R/W Rr, 1 inch = 30 rc DATE: 11/24/2013
Land Surveying - Land Planning - Mapping PROJECT: 13-034
John L. Pierce, PLS OWNER: o 0
Brian Jarman, PLS ROSE FAMILY o o DRAWN BY: PGP/DKN
P.O. Box 1685 - 405 JOHNSON BLVD
PROPERTIES, LLC
JACKSONVILLE, N.C. 28541 203 COUNTRY CLUB ROAD
BUS.: (910) 346-9800 FAX: (910) 346-1210 JACKSONVILLE, NC 28546 NOT RELEASED FOR C NSTRUCTION
SHEET 1 / 12
REF: D.B.2943, PAS

s4 REVISIONS
,y
y°NOTESDATUM12/18/13 PER
-3 � �, °
1- VERTICAL DATUM BASED ON NAVD Be Town of Swansboro'��
3- SITE IS NOT LOCATED WITHIN A 100 YR. FLOOD PLAIN PER FIRM 3720535500J DATED u' 44'
NOVEMBER 3, 20D5.
SITE 12/26/13 PER
Land Quality
b
01/08/14 PER
N.C. Ham' 24 Town of Swansboro
ti 02/07/14 PER
Water Quality
a
'Pat
P
H & M FARMS, LLC
D.8.3890 P.315
LOT to
MINOR SUBDIVISION OF
PETERSON & LAWSON LEGEND
�30.01 SUBDIVISION M.B.47, P.213, Q
SL. L-592 & M.8.38, P.56, EIS - EXISTING IRON STAKE lc (A (0
BOUNDARYK-282 PHYSICAL EIP EXISTING IRON PIPE ` N ,t p
�36/02 EMC = EXISTING MARK IN CONCRETE a1 00 1
SURVEY FOR JOHN MOORE / C U) ,n
W I so.2� M.B.65 P.142 CAB. "N" SIS = SET EXISTING P.K. NAIL ON STAKE N N
/ MIC a MARK IN CONCRETE C I j M
I " P & U.E. =SET DRAINAGEA& UTILITY EASEMENT Q)IL C 0.D W Z rn I
ONE-STORY METAL I Q_ vCJ
o BLDG F.F.ELEV-31.55 U.E. = UTILITY EASEMENT +•' O I
WV WATER VALVEwo
SMH SANITARY SEWER MANHOLE - c 2 B on 4 V
2 I2s.73 Uj
_J29.59 +29\5 I e' DRAINAGE EASEMENT • CB = CATCH BASIN Q 3 In Z
111111
24='n�PE 29. � ly ze.NV-2e.75 30.98 3%03 '�• _•a.�-- (M.S.e5 P.142) DI = DROP INLET C V In 0) a 2 V))
6' CHAINUNK CMP = CORRUGATED METAL PIPE y Z 3 Z
29.79 oa 31.o02 -- FENCE RCP = REINFORCED CONCRETE PIPE Li.i ++ L 1n W
INv-2e.73 �1. 7.05 PP = POWER POLE c
Y oV
30.00 i 4g I d as / x s s2 i'to' [ �.es' N 3o 26 " ` o s _ _ Al z7.7, SL - SECURITY LIGHT p Q p
3g,ss (#s CENTERLINE fo c c '> I n
I T ' " ' '^ WM WATER METER p ra N W
I ASPHALT 2 0- ` / 4.91' MBL MINIMUM BLDG LINE O •j ^O 0 M
,� / ^ / R/W = RIGHT-OF-WAY V c of o m
of
28.5 � A2 4 N/F = NOW OR FORMERLY _ UJ 3
TRACT DATA:
I I 28.0 / %v FH = FIRE HYDRANT fu -0 n°:
TOTAL AREA - 2.11 ACRES INV GW INVERT GUY WIRE (n c LO
o W
AREAS OF ENVIRONMENTAL CONCERN SHOWN HEREON I I I I / VI I / - " Z
CURRENT USE - VACANT
-UG- = UNDERGROUND GAS
-TS- = OVERHEAD TRAFFIC SIGNAL U a
ZONED - Ell
USE - (MULTI-PURPOSE (STRIP MALL)) / I a 22.0 0 / 3 _
I I / -E- - OVERHEAD ELECTRIC LINE
/ TB = TELEPHONE PEDESTAL U
NUMBER OF UNITS - 4 ' // Prop
osed Pond / EB ELECTRIC BOX
MAXIMUM HEIGHT - 35 FEET p /
I I I N
NUMBER OF PROPOSED BUILDINGS - 1 0 / / (BM) = BENCHMARK (NAVD 88)
n ^ FO = FIBER OPTIC MARKER
REQUIRED PARKING - ONE (1) SPACE PER 300 S.F. OF GROSS FLOOR AREA � /�'y^ � / FMM SEWER FORCE MAIN MARKER
7,686/300= 26 SPACES 30. 31 129. a 30.05 +30.90
PROPOSED NUMBER OF PARKING SPACES - 43 STANDARD SPACES +30.7 J� LF LINEAR FEET
, s / � ✓ N.C.S.R. = NORTH CAROLINA STATE ROAD
2 HANDICAP SPACES (Per NC Building Code) Inv.: 27.00 D.B. = DEED BOOK
45 TOTAL SPACES I \ I / M.B. MAP BOOK
(y I P4RK••;I 30. 1 29.65 P. PAGE
**,ILLLKC TC1.4f@'F,T(IR FIZ:FF.D THE RF,QUIRF,•41FVT5':SF.TF(IRTIIL•','ART/C'f.F,l7 OF THF. �
TOWN OFSIJANSHOROW CD0;LVDAC'B1 71,I1LN6 CODF. 1'Of- C'1- "• I I `- I DS-3 v •s f'AEXISTING TRAFFIC FLOW `0,,
1L
fr` a
LANDSCAPING: d - ^ ! 2 + +28.54 LA = LANDSCAPING AREA Ov
io TC=31.27 Inv.: SSd
INTERIOR LANDSCAPING: .�I jl 30+ o�s TC- 142 =31. 5 TC- 1.8G / w E t'•26,1482 S.F. I 3 m ZJGROSS PAVED AREA .
1 0
8% OF GROSS PAVED AREA = 2,092 S.F.(REQUIRED INTERIOR LANDSCAPING) II
INTERIOR LANDSCAPING PROVIDED = 2,097 S.F. N/F 30. 31 �+31 I_ 0.30 14 + o \
.e4
ONSLOW COUNTY 2 V'W TC=31.99 - DRAINAGE PIPE SCHEDULE
I / M a p•�
PERIMETER LANDSCAPING: D.B.1142, P.299 TC=3 7t! 13 �J TC=31 A3 ' O
883 LF - 50 LF(DRIVES) = 833 LF I! Qj I W / �� l a + INCR. INCR. TOTAL
PIPE Ccum AREA 010 AREA DIAMETER LENGTH GRADE
10, +28.65 A 0.90 0.33 2.23 0.33 12" 142 0.831.
833/35=23.80 / � '- � \ ' •
TC=32.2a e, AS B 0.90 0.07 0.47 0.40 15" 44 0.83%
CANOPY TREE = 1 • 23.80= 24 REQUIRED (12ft high min.) / I T =3 .38 TC- 61 i / ! \ o
UNDERSTORY TREE = 2 • 23.80= 48 REQUIRED (6ft high min.) � _ j1 - - ' y7 ¢ / 00 C 0.90 0.09 0.61 0.49 15" 88 0.837.
SHRUBS = 6 • 23.80= 143 REQUIRED (1ft high min.) r`` DS-2 yQ II \ LlpElsyl' 285ff
� 1 / C-31.68 �
32.8
••:ILL LAADS(APLVG TOAIF,F.TORF.XC'F.F.D THE RF,Q('IRF.,HFNTSSFTFCJRTHLYARTIUF,1f AAP _� N o 0 0 o T 32.B3 � �# �'� � N�F
APPFA'DLV10F THh'170FI A FSFfANSB(IRO'S'CDO*"' O '? - 1 1Qr�}.3. g.F. - DALTON WAYN WOOD & WIFF-
(p `312 - DOROTHY LUCILLE WOOD
31.45 F `� Y 0.248 ACRES - D.B.451, P.454 DRAINAGE STRUTURE SCHEDULE
50.5' 25.0' 25.0' 211I C
WATER - ON WASA I m 31.16 30.18 <31.77 I�•A
SEWER - ONWASA S1.04 ( / _ STRUCTURE TYPE TOP INVERT COMMENT
Q I `
TAX MAP & PARCEL NUMBER - MAP 1313, PARCEL 7 RETAIL i }
NC PIN// 535503333205 O Q > A �Te A15 LI7 +29.71 DS-1 CURB INLET 31.77 29.28 TOP=TC Elev. T
DS-2 CURB INLET 32.06 28.10 TOP-TC Elev.
MINIMUM SETBACKS: of a I \ 7,686 S.F. A14 A16 (re An ONE-STORY
CURB INLET 31.42 27.73 TOP=TC Elev.
ONE-STORY ? A\
FRONT = 25' N `-� � � RESTAURANT3, RETAIL RET Z� � STUCCO „ W
SIDE STREET = 10' I Q II " -BLDG .y
INTERIOR SIDE = 0' O }314 DRIVE +30.92 FF-3 , I THRU v `/ VREAR = 10' = *HRu +30.99 YAL LINE TABLE
+29 29.76 LINE LENGTH BEARING P�1 O J
LIGHTING 251A : American Electric LED215 1 Pole - 4000K Lam -17,357 Lumens M A + }I 29.89 L1 25.41 S77'51'42'W J
( ) / P = m \ 128.0'(TOTAL) V� +29.59
30' MountingHeight 12 /30.1p + L2 36.12 S87'46'49"W
9 I afi " F 50.V 25.0' 25.0' Z
L3 59.20 S67'32'23"W NUMBER OF LIGHTS POLES PROPOSED: 7 111+3,s0 },. � •P�
/ fn -- TC= .53 TW=32 3 '=3 O
6' HIGH OPAQUE FENCE - 720 L.F. OF FENCE I t1 o 3221 r L4 39.44 S65'48'08"W U
NOTES: //I I \ c C)
i 1 / I L6 27.93 S84'28'57"W 3 2
II y� n a A11e L7 17.93 N89'35'45"W /�� a p a
1. ALL BUFFERS IS TO REMAIN FREE OF ANY STRUCTURES OR ANY OTHER PERMANENT If/ I I \ I L8 32.78 S87'36'53"W �..( W L_
FIXTURES. ! TC -323Fi +31.a TC>32.48 \ TC=-3211 TC-32.8 (Tj)
+30.91 L9 31.91 S81'34'07"W Q Of a
+30.15 +29. 29.91 EL
+ +30.a5 I+29.92 + L10 16.16 570'41'19"W V' 0 W
3. THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD 1 / ^ T��327 3 54 - L11 21.85 = ��..(( � -
S19 24'12"W �'"I O
PLAIN ACCORDING TO "F.E.M.A.' FIRM 3720535500J MATH AN EFFECTIVE DATE OF NOVEMBER I I � '-
3, 2005. SAID PROPERTY IS IN ZONE "X". / I ^ TC 32,83 m J L12 22.23 S52'59'20"E (�
/ v-sJ79.1s I TC 31 95 \ L13 22.58 N45'21'26"E O p
TOP-30.92 ! ! II \ rc=3z-45 L14 21.54 S80'O6'2TE L O L�
ViV.28.5I - TC= 3 .73 TC--3271 L15 30.13 N71'13' ' N
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS O( / ASPHljL C-3t. 7 -
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �45 32,01.- - ��� 0.49 L16 �fiJ2--- 8'41'27'E � Z (D
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN ' 3,.9, - -
I i 1 c 3266 T =32.6B 21.70 S38'49'26"E < O
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE - _ 3195 3
CLEARLY INDICATED; THAT THE RATIO OF PRECISION R/,A, 1 - 5'CONC. SIDEWALK � - S'CONC. SIDEWALK T -3288 i - - 1 L18 17.70 S31 5'17"E
- �'.�W�W53F.PSEILN[ � N
AS CALCULATED IS 1:15,000+; WITNESS MY 32 57 4 }+ e2 533a .z 32.z 3z 2t N532B36 W 2 . 5'
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL 32 j }z�o7 J2- _ _ _- - �-� O
- - - - 3 . 32.02 31.79- 31.48
THIS- AY OF __ 20-. --a I165 _
32,75 - 32.59 ,`" ,z.zs Foa EMAI2t _1� _-`s3, 70 -.�� - - _ 64 -- - - WETLAND DATA:
�u 8"WAIERLINE -31.83 \� 31.41
32.95 •4� (PER ONWASA) G' 32 - - - �- - - E%IST 2"SEWER 3t.58
JOHN L. PIERCE P.L.S. L-2596 330, o+t' 3I2.31 - - - __32_ - - - - - 31.91 AN TOTAL AREA= 91,792.86 S.F. (2.11 ACRES)
' '33� _� 32.64 32.08 1- - - - - - - - - -
} �� a 3277 32,7 - - - 32.04 WETLAND AREA= 10,803.39 S.F. (0.248 ACRES) FIVE
33.20 33.05
N.0 HWY. 24 - 100' R/W 3236 3zzo FE 1 0 2014
NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY: SN &41NTERSECIM ASPHALT W HC HWY 24 AND S59'05'o7'E 9e4.B4' ASPHALT
JOHN L. PIERCE,PLS, L-2596, ON OCTOBER 10, 2013. ,� 1ua SPIc
THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED _ (PUBLIC) 32 78 32.79 -132.65
DOCUMENT. 3304 3z.9e
c� 3277 32.71 It
"- - - - - - - 133.11 GRAPHIC SCALE
3262 i32.81 �\ ---33.18 33.32 30 0 15 30 80 120
3258 32.51 32.64 3.08 "'V 3361 33.80
_ - - +yo-.09
32.98: -- .� _ - -_ - __ - _ _ - - -
SURVEY MAP, TOPOGRAPHY AND SITE PLAN 9Y 33.02 32.903293 32.88 CB 3309 °B 33.89 33.95 J4.25 SCALE: 1 W ez 30,
32.77 32.68 TOP-32.73 TOP-0d55 33.66 33.93
INN-28.07 MVII".24 32 59 ( IN FEET )
John L. Pierce & Associates, PA R/W R/W 1 inch = 30 ft.. DATE: 11/24/2013
Land Surveying - Land Planning - Mapping
John L. Pierce, PLS PROJECT: 13-034
Brian Jarman, PLS nn
P.O. Box 1685 - 405 JOHNSON BLVD DRAWN BY: PGP/DKN
JACKSONVILLE, N.C. 28541 ROSE FAMILY �np (� 5156� (' � 0 n�
PROPERTIES, LLC VG u IlIS IlIS �f u LJG
BUS.: [phone] - FAX: (910) 346-1210 JACKSONVIII , NC 28546
NOT RELEASED FOR C NSTRUCTION
REF. D.S.21143. P.48 SHEET 4/ 12

� �..arawew+rt�bpa. w"•..r• ,s_»...•_.Rr._w��R ,en.,. .c..:. _
KtViSION5
2/7/14 PER DWQ
10YR STORAGE 100YR STORAGE
a a 2 — __•(ELEV 29.96�) D ELEV 30.28)
6' INLINK
FENCE
2 6x •
�0L —
' x
S t' Al
In 47 10 9 .2 _
/
+27.71 PROPERTY LINE
to.o' 3 O 2 w NORMAL POND O 3,n / / S 5221'10" E a a 7(0*
VEG SHELF 32.00 w 1 NORMAL P
\3 w J> 8.0 o ELEV. 28.5 1�1 o in
155.00' ELEV. 28.ww/f/) / N2 2 >.22—�22.DCL B u r--- ----21 -- --------- ———————STONE LILw I V ,P.I. B � > r-- ------ �PROPOS D ST PondTER POND / tip 4// STONE 41� 8 (BOOMI E EOnd1.00)TEMP STORAGE O �7 {---(BOTTOM EL . ^ ti /� C0 ------------ --------JJ �z't/.(ELEV 30.00) 22 � �h. //�+3oso 23 // ea s/ •ly
N 2 / � � m
2 � y 1 Q
27 / 4v 2?
Z Q\PE G. SkIELF P �v N 52'21'10" W �"' aP d v a o
1N� 2QUILLI 121.53 J (00 1 N 00
,�1��,. 32.00 Q C vl
31 CL 31
STONE P EL 1 31 3 x1° O��ss
2e.x �"
� ao. p i � N 52'21'10 W ��Q�Q- "L w U O^M
3.40' CD Z
a w N
pu4 ` SEWAGE Arym > � L CL 0..N
+ 0.e4 F s7� PUMP! A/AJ// o �� ��U fO C =)tri cu E O Q U
Zvi f�S1 2 STATION J �ro� - C n) O DO W
'm / NV I xti° ELEV-850 'e O =� C U N v Z 2 VWi
PARKING AREA �. +28.e0 LU m (U Z 3r w
11 i S AS C IL - U
E CC V QO O N
f (Q CC '> R I (n
O L (a Lo W
w3 Q i O00 "Z
U C 3om
Treatment Pond - Plan Pond Dimensions & Layout M 0,
fu
Scale: 1" = 30' Scale: 1" = 30' i 0 4i
N 0
U U a
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings Into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon installation of selected species,
contractor shall fill pond to normal pool Q$ shall be responsible for
periodic irrigation of plantings to ensure their survival. Engineer
CONSTANT POND SURFACE AREA 12,122 S.F. B EL= 28.50 CANNOT certify this stormwater facility until such time as plantings ;,•" "'"""•.,,
STORMWATER POND VEGETATED SHELF PLANTING SCHEDULE •
are installed and demonstrated viable.
TEMP. STORAGE SURFACE AREA = 15,783 S.F. 2 EL= 30,00 NOTE: ;"�C�.•• 'M1
SEEDBED PREPARATION NOTES- 1 Planting schedule applies ONLY to the POND vegetated shelf. Q":'P�APPROX. TOTAL POND VOLUME = 41,022 CF ) 9 PP 9
ACTUAL FOREBAY VOLUME = 8,788 CF (21.4% OF TOTAL VOLUME) 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2) Prior to planting, Contractor shall estabish correct and unitorm grade and = ¢ Q ro 1y
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE spread 4" topsoil material over all areas to be planted. ; U •`� ,;, F; Z -
TOPSOIL 31 DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. 10' Veg. Shelf
3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND 5' Above 5' Below ••tea ��
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, --- ----- ---- ----- Q
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. Contractor shall plant the lower 5' of Contractor shall plant the u perm Pond Perm Pond ..- .. •OP
P P upper 5' of 1 •.,�L` �
4. IF NO SOAL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING vegetated shelf i.e. below normal and with vegetated shelf I.B. above normal
9 ( pond) 9 (' pond. with
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S.F. SUPER 3 different varieties from the bBIOW list. 3 different VarlBlle9 from the below list. 'r'rr• '•'`,^
PHOSPHATE. Seed and mulch and/or
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST Centipede Sod (See Genera
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT REPORT. Acceptable Shallow Water Plant Varieties Permitted Shallow Land Plant Varieties Planting Schedule)
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. 6, LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL L_
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND DURING SEEDBED PREPARATION. Botanical Name Common Name Botanical Name Common Name N
"Shallow L00.4 Vegetated Shelf Plantings Permanent Pond It
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR Herbaceous Plants See Veg. Shelf Planting Schedule for 1 -* r --
GENERAL SEEDING SCHEDULE Herbaceous Plants ( g• g Elev. 6
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER-EXCAVATE" THE POND Acorus subcordatum Swestflog Asclepius incarnate Swamp Milkweed acceptable varieties and planting density)
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER NOTE- ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED, VEGETATIVE Allsma subcordatum Water plantain Carex tenera Quill sedge
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE H roles uadrivolvis Wate od g
VEGETATION. is c rP Chelone glabro White Turtlehead
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE Iris vir inlca Blue flog Iris "Shallow Water" Vegetated Shelf Plantings 1 3:1 Bottom Slope ;
9 9 Eupotoriodelphus dublus Dwarf Joe Pye Weed /
PROVIDED. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM Juncus effusus var. pylOe( or Eupotoriodelphu3 fistulosus Joe Pye Weed (See Veg. Shelf Planting Schedule for �,•I
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO solutus Soft rush Eu atoriodel hus moculatus Spotted trum etweed acceptable varieties and planting density)
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. P P P Pad
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY Ludwigia spp. Primrose willow Hibiscus coccineus Scarlet rose mallow
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK Peltandra virglnico Arrow arum Hibiscus loevis Halberdleof rosemollow L_
WHERE SLOPES EXCEED 4%. Pontederla cordate Pickerelweed KOsteletzkyo virginico Seashore Mallow 0)
MATERIAL APPLICATION RATE
Sagittaria latifolia Duck Potato Lobelia cordinalis Cardinal flower Vegetated Shelf - Typical Section
Sagittaria Iancifolia BUlltongue Lobelia elongota Longleaf lobelia t7 Z
LIME 2 TONS/ACRE Soururus cemuus Lizard's tail Lobelia aiphilitica Great blue Lobelia scale: one a ice y Xaggera e y
20% SUPERPHOSPHATE 600 POUNDS/ACRE Schoenoplectus tabernoemontani Soft stem bulrush Rhynchospora Calorcto Starrush Whitetop O
FERTILIZER(IO-10-10) 1000 POUNDS/ACRE Schoenoplectus omericanus Threesquare bulrush Schoenoplectus pungens var. Sacchgrum baldwinii Narrow plumegrass (n U
APRIL - JULY Shrubs � 3 U
FESCUE, KY-31 50 POUNDS/ACRE pungens Aronia arbutifolia Red Chokeberry ^f O -J
BERMUDA (HULLED) 10 POUNDS/ACRE Scirpus cyperinus WOOlgross Cepholonthus occidentalis Common Buttonbush > N J
JANUARY - MARCH
Zizaniopsis miliaceo Giant cutgross Clethro olnifolia Sweet pepperbush N
J .p..� Z (n
FESCUE, KY-31 50 PIXINDS/ACRE r. ` O 0
BERMUDA (UNHULLED) 20 POUNDS/ACRE Minimum planting density shall be 50 plants Minimum planting density shall be 50 plants V
RYE (GRAIN) 25 POUNDS/ACRE per 200 sf. Therefore, Contractor shall per 200 sf. Therefore, Contractor shall
ELEVATI❑NS SCHEDULE P $-1 2
SEPTENBER - NOVEMBER provide 52I. total (]§, each variety) Shallow provide r total (JU each variety) Shallow nn ll
LL
LOCATION DESCRIPTION ELEVATION FESCUE, KY-31 50 POUNDS/ACRE Water Plantings. Land Plantings. d W 0 - O
Al' MAIN POND BOTTOM 21.00 MULCH 2 TONS/ACRE it Q
A2' FOREBAY BOTTOM 21.00
a �n
CL
'B' PERMANENT POND 28.50 ASPHALT TACK 300 GALLONS/ACRE V1 a-
C' TEMP. STORAGE 30.00 • ••• •••• •••• •••• ••••• •••• •••• •••• •••• : 3 W
'D' 10 YEAR STORM 29.96 NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, • NORMAL POND • I,,," d
'Extend liner to the higher 'E' 100 YEAR STORM 30.28 HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. • •
of the SHWT or 100 Year Elevation. 'F' MIN. BERM ELEV 30.50 (ELEV. 28.50) V) O O
■ INDLUDES REO'D 1' SEDIMENT STORAGE ZONE B' (Mini • • -1 C7
R Outlet Structure Berm • •• ••• Q r L_
S.H.W.T. 2S i • •• Shallow Water H V 1
(See Detail)
W 1 erm.IF"
"ev. 7 Emergency Spillway (Elev. per Site Plan) • ® •i LLj Q O
Elev. „ Elev. "E" 100 storm
(100 K storm) 3 v 3 . -. , .-- Shallow Land • C
_-_ 0 10' 1� . __ • d 0 to
> VeTitg. Shelf • •' • �•• m
Elev. "C" Tem Storage Elev. _ NORMAL POND NN
Elev. "B" Elev. "D" 10 storm. i (ELEV. 28.50) W
_ •• X
Intet Pipe (Size & Elev. "B" P P = _ • ••••• •••• •••• •••• ••• •••• •••• •
Mnterlal per Drainage Plan Q
` .
° rn d rn Draw Down Orifice/ 3
Undisturbed E v c c
Native 1 d o y n 2 '' 3 q n o Assy. (See Detail) outlet Protection Q.
Material ---•':': N 1 - --_ 1 o e (nN 1 (See Erosion/sed. pvAtlfE
Plan) B V
- Is "A-2" Elev. "A-1" Bottom " --- 20
- �: ottom
"Overexcavate" Pond by24" and : Vegetated Shelf Planting Zones
Backfill with 12" compacted cloy - _ - e uniform (free of NO Scale BY:
-
material shall b constructed of u arm native material
material (see note) d( 12" topsoil excess silt, rock or gravel, debris or vegetative matter) compacted to
95% of maximum dry density in accordance with ASTM D1557 (8"-12"
Lifts)
12" Clay Liner Vegetated Shelf Plantings 12" Topsoil SCALE: 1" = 30'
12" Topsoil (See Planting Scedule) 12" Clay Liner
DATE: 11/24/2013
NOTE CONCERNING POND LINER ore ay Main Pond
Pond liner shall be constructed of 12" compacted clay material PROJECT: 13-034
(hydraulic conductivity < 1X10-e cm/sec) either obtained on-site or
from offsite source. Contractor shall provide hydraulic conductivity Treatment Pond - Section ^ rye r� 1`^�
test results to assure material meets the above requirements. �1�JI( Illlll ���� lll' O \ll w� DRAWN BY: JNC/DKN
Alternately, Contractor may provide on HOPE Liner with equivalent Scale: None (Vertically Exaggerated) LVJ IJ IJ lJ lJ u lJ lJ v LJV 1155
effective hydraulic conductivity.
NOT RELEASED FOR C NSTRUCTION
SHEET 7 / 12

REVISIONS
1-1/2" Steel End Bar
"Spot" Weld Typ. 1-1/2" x 1/4"
- /Stee] or 02"\
6. 0.C.
°
4 ,
"Spot" Weld Typ. c °
o+
d °
'c o 1-1/2" Steel a
n Angle Frame Cont. :a
o " all Sides °
. . •.
z a a to �
/ a k4 CONT. I A k57 STONE . A
k4 L 8 u y
° ° nJ J • •CIJAd URALEf E WETILAND.AREA?,
"Spot" Weld Typ. ;, Outlet ° a `• • •'•' ` •'••• a
LO
18' k4 E 12' 3 CONSTRUCY 'LIP'•Off' $PfFEAD& _j z d � 10
o
- Structure a° ° H ww 4) V• O
wall O.C. E.W. ,`AT CONSTANT ELEVATION >
1-1/4" Steel z -(PARALLEL TO CONTOUR) W C 00 �
Bar Stock ° ° LcycL caacnncR z m a
NO SCALE
6" Clean-out Cap t0" CwTwA TtR w,Y ALTOWTILY JU CL'B' STONE w C N "'
Outlet �7E MAm UNM ON arc
Grate & Frame / Trash Rack /Structure rmTcrt CT Lcva SPIIEADER SWALE LINER L w 2i to
SQora C Elevation / Wall rASTa�CrIaK > Q) C l d Z .miU)
No Scale ro i L` C I
U C E X U
'w a FROM UTLET C �' O
STRUCTURE O m on N
ro 6" PVC 3' TYP. FILTER STRIP WIDTH (VARIES > 50') C U z N <Tee 2
W 1i al Z y z
� N LL Y C m
Permanent Pond a' 6" PVC w (n E d' < 0(6
ev. — O 1 fN
6" Min. Cont. Grout I VEGETATIVE FILTER STRIP _I Q C p N z
Seal (NATURAL WETLAND AREA) / 1 > Ponp /� a ^�
Drilled Hole CONSTRUCT 'LIP' OF SPREADER V a ; o m
AT CONSTANT ELEVATION
(PARALLEL TO CONTOUR) AND M�%
6' ABOVE TOP SWALE / 3' C v) ••
ABOVE k57 STONE GRADE. N — 0 z
CNI
FLOW > 0
Draw Down Orifice Assy. a.
ON GEOTE TI ETFABRIC,NE NATURAL GRADE U
No Scale SWALE T v f P
0
T M
10' Vegetated Shelf CONCRETE LEVEL SPREADER
\ AND FOOTER,
5, G., SECTI❑N A—A
5'-G"'Square 6" Min T Level Spreader & Vegetated Filter Detail
B-t I I I N NO SCALE o oP� s�'s
_ - J � �: z .
ma v _- Grote & Frome r,
Detail) 2 �
Line Swale Bottom
Draw-down Orifice 1 w/ CI"B" Stone
Assy. (See Detail l I
\ l z
C/L--- —�'i -;- - ------------ lin w - L
�- -I- �I• �- - - - - - - E - - - - -j
_��'� Grates Not l °i
Trash Rock I Showy for m Level Spreader LL
(See Detail) I
I Claiity I
Excavate area around
orifice assembly as to � I
provide unrestricted flow �_�___-_-_L._-_-___-J
Q� z
TOP VIEW ELEVATI❑NS SCHEDULE W
NOTES
1) OUTLET STRUCTURE SHALL BE ELEVATIONS SCHEDULE w
PRECAST SQUARE STRUCTURE AS ZZ
MANUFACTURED BY CAPE FEAR LOCATION DESCRIPTION ELEVATION
PRECAST CONCRETE, INC. OR 'Al' MAIN POND BOTTOM 21,00■ +,
EQUAL TTOM 21.00a
B2, PEREDAY MANENTTOPOND 28,50 C Z O
PR CAST STRUCTURE PRIOR TO AORNSTEEL B' 10 YEAR TSTORM 29.96 0- O a• 00
GRATE k FRAME/TRASH RACK, 'E' 100 YEAR STORM 30.28 on S LU
z �
CONTRACTOR SHALL PROVIDE 'F' MIN. BERM ELEV 30,50 VZ) 0- a
SUMBITTAL DATA (SHOP tooINDLUDES REQ'D 1' SEDIMENT STORAGE ZONE `}� rl 3 W >,DRAWINGS) TO ENGINEER FOR C EL
Oct •C
REVIEW AND APPROVAL. 10' Vegetated Shelf J C
5,-0"
(D
5'-0" s uare W Z 0
6" Min. 6" Min. ^,
6" Min 5'-0" 5 uare Wer NT5 o W < O
Typ.. �� Berm Top3
Grate & Frame - Elev.: 30.28 _ Grate & Frome - Elev.: 30.28 0- � N
Elev. "E" (100 Yr storm)p See Detail) Berm TjSloe
(See Detail) m NO
Fin. Grade - Elev.: 29.78 mer n illw -�" l.•.. VElev. "E (100�storm)Elev. "E (100�storm) Fyl
Precast Weir Trash Rock I '. - 1
Trash Rack 3 Sides (See Detail) I W
(See Detail) �oQe j•:• j' • Q
Elev. ;;,C,.' Storo a Elev, Precast Hot Pre-Cast Hole eta Precast Hole "I. I 3
Elev. 10 yr storm. — for Orifice fo• Outlet Pipe for Outlet Pipe •yl.• .I Elev. "C" Stora a Elev.
• I — Elev. D 10 yr storm.
Draw-down Orifice Assy Precast Hole I 7 O
Assy. (See Detail) Install at 1.0 Level S reader - Elev.: 28.50 for Orifice Assy, ` • v, •a I,
Elev. "B" Permanent Pond 17U7_ 6" PVC 6" PVC Bottom v. I ,. 1 yElev. "B" N
Cont. rout Seat' �IVV=28.50 Swale T ??Ti• •jYnn�Y —
3'-0" �riii'i ii „',:. - Elev.: 28.00 at Structure Location I Aiiiiiiii . I
Floor Concrete allast �.' INV=28.00
—�12" Min. \Line Swale Bottom i Floor
' � � � � � � Excavate area around orifice �� ' ' � • �
' 6" Min. w/ CI'B" Stone assembly as to provide • ' - •. .
5 Stone unrestricted flow (Notch Area) 8" No. 57 Stone u
Pond BaVto Excavate area around orifice
assembly as to provide � - - SCALE: NONE
unrestricted flow (Hatch Area) Base Slob 6'-4' Square
- -
Base Slob 6'-4" S uare
SECTION A-1 SECTION B-1 DATE: 11/24/2013
PROJECT: 13-034
Pond Outlet Structure Details c4i
DRAWN BY: JNC/DKN
No Scale LEASED FOR CONSTRUCTION
SHEET g / 11
,

REVISIONS
ULTRAM IT RESISTANT BLACK MIRIFI
P�RICC ALE bVS I R W UAR TO HARE VEGETATIVE STA81L12AT10N
CENTER. OFF /PER SEEDING SPECIFICATIONS EROSION AND SEDIMENTATION
12 GAUGE CHANNELS
NE S ON WELDED HARE HOOKED ONTO // CONTROL NOTES:
PREFORMED CHANNELS ON METAL POSTS.
MAXIMU(jM SEDIMENT STORAGE LEVEL. REMOVE 4' MIN 3
SF�DIMENT WHEN THIS LNEVEL IS REACHED AS REQ'D �� LINE CENTER OF
0 AS DIRECTED BY I SPEECTOR. ' 1 1. Sediment control devices and structures shall be Install d,
• ALE W/ maintained and amended as needed to provide effective
EROSION CONTROL central of accelerated sedimentation until the contributing
BLANKET (CURLEX watersheds are stablizod.
1 BY AMERICAN 2. Con-tmclton Sauenec
EXCELSIOR OR A. Notify Engineer, Owner and Land Ouality Section prior
3: 1 SWALE to beginning construction.
NO SCALE EOUAL). INSTALL B. Install stabilized construction entrance.
CL B" STONE C. Slit fence, temporary diversion ditches, and sediment trope shall ins Installed where shown
Swale Detail UNING WHERE and on all down slopes of areas to be disturbed. Follow malntsnance requirements as Shown on
• SPECIFICALLY the details sheet for every erosion control measure&
240 \'t REQ'D BY See Schedule D. Excavate proposed stormwater pond, temporary sediment traps and divert all surface
drainage from disturbed area to sediment traps and pond.
NO SCALE DRAINAGE PLAN.
E. Install Stormwater Structures and Inlets Protection If necessary.
g'(�P F. Complete rough grading activities. Maintain erosion control devices as necessary.
G. Complete fine grading activities. Install surface treatments (asph,
concrete, or A.B.C.) as Indicated..
H. Stabilize (mood and mulch) those areas not to be paved and/or built
-NATURAL GRADE 2 �F pg�� See Schedule upon. Provide Temporary Seeding If not In recommended seeding
-COVER MATH SO�LA�bYT& BACKFILLC INTO TRENCH. dates for Permanent Seeding.
I. Maintain erosion control measures as needed to assure
-CARRY 6" OF WIRE INTO TRENCH. full functionality.
2' MINIMUM J. Upon stablizing site with permanent groundcover, memo" emed-
STEEL POSTS AT 8' OFF CENTER MAXIMUM. construct per Swale detail If necessary.
STEEL K. Seeand d,
fertilize, mulch
necessary.ertilize, and mulch all disturbed areas within 15 days
PLAN VIEW of completing any phase of the grading work.
L Permanent groundeover for all disturbed areas within 15
working days or no more than 21 calendar days following
Silt Fence Detail D - completion of any phase of neatgrading. '
M. Upon establishment of permanent groundeover, remove accumulated Q
-;I _ sediment from stormwater storage basin and restore to design conditions.
..I. 3, Seeding _c,+_elfleations a
INSPECTION AND MAINTENANO NCE ALE - 1 2 D Install necessary mechanical erosion and sedimentation control practises O
before seeding, and complete grading according to the approved plan. N 00
00 O
/ Lime and fertilizer needs should be determined by sell test. Contact S 1
RIP RAP NCDA fa additional Mforrnotlon rs rdkt testin Whea soil test are ail N
Inspect once a week and otter a"ry rainfall. Make any required repairs (TYPE PER 1/3 D INSTALL GEOTEXTiLE available, follow rates suggested onaIndiviidual specification shoot for C C N ro
Immediately. Should the fabric collapse, tear, decompose or became FILTER FABRIC UNDER seeding mix chosen. Apply Ilene and fertilizer and work Into 4-6 inches of 'L W
)effective, replace It promptly. Remove sediment deposits as necessary to Width PLAN) RIP RAP y M
provide adequate storage volume for the next rainfall and to reduce Boll by using
h ro other sap apply
lime fe Operate
to adrough lows surface.
C t,j O U)
pressure on the fence. Take care to avoid undermining the fence during Min. Overfill fill SECTION VIEW When using hydrosseder, app y rough, a Z o�N
,6 For settlement Complete soodbed prsporotion by breaking up large deals and raking Mto
deanout. Remove all fencing materials and unstable sediment deposits and / l
bring the area to grade and stabilize It after the contributing drainage `C 6' min. a smooth uniform surface. Broadest seed Into freshly loosened ssedbod C O O V
area has been properly stabilized. Cl B• 1. D m INSIDE DIAMETER OR WIDTh that has not boon sealed by rainfall. Seed mixture shalt be distributed C E
Stone uniformly and covered with a clean straw mulch. All mulch shall be crimped O O m u.
A• Ms,_ , OP CULVERT N Vf
4� , :I '> or asphalt toeked to help hold In place. Material and application rates
1.0 2:1 Side u�•: 2. MINIMUM STONE TIiICKNE55 TO BE C _V 3 I u
are as TdlowK W y Z
ore �// TWO TIMES SPECIFIED STONE DIAMETER.max
p p
E e Max Q sop r/J
ayn Fabrk� -�Canpxt FlII �', TEMPORARY SEEDING W
aJ y O
�.� Nateriol / Naiad Ground Rip Rap Scour u r Pad Seedingecles Wnt Rateflh/ae)ng Rnlef b/ac) Rai mmer ail /are) (Q C O ( rn
�/ n,, /<' �lii„ �(,;' Rye (grain) 120 -0- 120_ O N cos Z
Overfly 6' NO SCALE
For settlement EMERGENCY SPILLWAY SECTION German millets (Kobe) -0- 400 -0- V a p o n
21' Min..0 W 3 o m
Length y' yin 6' Min 1.0' Min. PERMANENT SEEDING C M
1.5' �-4 Min. \2;1 glds Sllt Fence '1-11 Star* F Seeding Mixture: qr N IO W
-E r Slope orgency by-pan fill Baffles vaster I meter 1 fill Max.ki Pensacola
Pensa olaBBahlo raga 0� 2 '0 =
Max. '� below settled t of dam
•� German millet 10 V a.
y Filter I
5' ,.1:t Side
in Fabric Slope Max. Natural Ground � >1n Fabric
Seeding Notes:
1. Where meet appearance Is desired, omit "Heim.
EARTH EMBANKMENT & STONE OUTLET SECTION Falr•ckoth Natural Ground 2. Use a common Bbecome a p only I Isolated sites
sklnrter (Soo Sod when a cannot become a past. Bermudan. may
be replaced with 5 lb/acre certtipedegraes.
Trap Schedute for
a S' Mkt. 1.5' Min. size/wIficN Seeding Dates:
Fence
eu It/acre 1 - July 15
CROSS-SECTION OF STONE OUTLET SECTION- Silt Fence � Soil Amendments:
Baffles
For Use on Proposed Pond Apply lime and fertilizer according to a soils test, a apply ,.
5 Max
t Skimmer Sediment Basin D eta i I 10-10 fortIlIzer3,000 Ib/eras ground agricultural limestone and SGo Ib acre 10- `
:,. o
1.5' M NO SCALE Mulch: _
Apply 4,000 ID/aces grain straw or equivalent cover of another
12' Min of NCDOT Ater Fabric suitable mulch. Anchor by tacking with asphalt• roving, netting, - Q :, _ - -
e5 or e57 Washed _
Stara
a by crimping with a mulch anchoring tool.
Sta
CROSS-SECTION OF STONE OUTLET SECTION
Maintenance: :,Y�; �
For use on Traps 2 8.3 ONLY Refertilize the following April with SO Ib/oers nitrogen. Repeat
as growth requires. Mow as often as needed. ' O� O`,d
Conventional Sediment Trap Detail 4. Contractor Is responsible far measures all erosion control
measures and for amending measures as required to prevent
accelerated erosion from taking place on this site.
5. Once all areas have been stabilized. contractor Is to remove
NO SCALE temporary erosion control measures. regrode, & mulch to
restabilize these areas.
EXISTING ROAD 6. For additional requirements, see the approved erosion
and sedimentation permit.
SMIMPNT TRAP PROPER INSTAI I ATION METHOD R/W R/W
1. Gear, grub, and strip the are under the embankment of all vegetation
and root mat. Remove all surface soil containing high amounts of
organic matter• and stockpile or dispose of It properly. Haul all j 50
objectionable material to the designated disposal area. ' MIN. O
e MIN. LENGTH
2. Ensure that fill material for the embankment Is free of roots, woody 1MCK U
vegetation, organic matter and other ob)ectlonoble material, Place fill In COMPACTED SOI 2' MINIMUM O �
V
lifts not to exceed 9', and machine compact It. Over fill the f'-� - ABRI embankment 6" to allow for settlement. O J
3. Construct the outlet Section In the embankment. Protect the connection SECTION
between the riprop and the Sell from piping by using the filter fabric. 1'-fill FLOW
Extend the fabric oeroso the spillway foundation and sides to the top of I MINIMUM 0 MI W
the dam. (SEE NOTE) U O
4. Clear the pond area below the elevation of the crest of the spillway to !
facilitate sediment deonaut. PLAN VIEW
fill TYPICAL t
5. all cut and fill Hopes should be 2:1 max.
6. Ensure that the Stan* section of the embankment has a minimum Construction Speelfleatlnns
0.
bottom width of 3' and maximum side slopes of 1:1 that extend to the 1 W 0 0' o O
bottom of the spillway section. y Temp . Diversion Ditch 1. Stores size - Use MSHA elzs No. 2 (2-1/2' to 1') a AASHTO
7. Construct the minimum finished *ton* spillway bottom width, as shown designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use W
on the dotal, with 21 slopes extending to the top of the over filled crushed @ton*. 'a,
a
embankment. Kemp the thickness of the sides of the spillway outlet NO SCALE 2. Length - As effective, but not Is" than 50 feet. a T
structure at a min. of 21'. The weir must be level and constructed to 3. Thickness - Not fees than six (6) Inches. �•(
grade to assure design capacity. 4. Width - Not less than full width of all points of
8. Material used In the stone section should be a well-graded mixture of ingress a egress. Minimum of 20'. �V ~
stone with d50 size of 9" (close B erosion control stone recommended) 5. Washing - When nocessary, wheele shall be cleaned to
a may. stone size of 14". The stone may be machine placed and PROPER INSTALLATION METHOD remove sediment prior re entrance onto public right-of-
andn
the smaller stones worked Into the voids of the larger stones. The stone way. When washing Is required, a shall d dons on on �✓
should be hard, angular and highly weather-resistant. 1. Remove and properly dispose of all trees, brush, stumps and other area appstaroved
sediment with crushed stone which drains Into on Z V)
9. Discharge Inlet water Into the basin In a manna to prevent erosion. Use objectionable material approved prevented
troy entering se nt basin. All m.d itch.
temporary dope drains or diversions with outlet protection to dlvwt 2. Ensure that the minimum constructed cross section meets all shall to prevented hem ofs any storm drain, dltdn• /^1`
sediment-laden water to the upper and of the pod area to Improve or watercourse through use of eandbags, gravel, boards W
basin trap efficiency. design requirements ar other approved methods.
10. Ensure that the stone spillway outlet section extends downstream past 3. Ensure that the top of the dike is not lower at any point that the 6. Maintenancecondition
w ic The entrance -hall be maintained M a
the too of the embankment until stable conditions are reached and dealyn elevation plus the around
settlement condition which will prevent tracking or flowing of Q
outlet velocity Is acceptable for the receiving stream. keep the edges of 4. Provide sufficient cl room sound diversions to permit machine periodic
onto public g rights-of-way. Thin may require
the stone outlet section flush with the surrounding ground, and shape regrading and dge demand top dressing with additional l stem as conditions
the center to confine the outflow stream. 5. Vegetate the Adige Immediately 30 after construction, unless It will demand and Sediment. All and/a deonet of ony measures used to
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets remain M place less than 30 working days. trap donto All sediment. -paled, dropped. washed a
so that flow will not damage the embokment. Immodl onto public rights-of-way must be removed
12. Stabilize the embankment and all disturbed areas above the sediment INSPECTION AND MAINTENANCE knmediately.
cleanout level ()J the design depth) on the plans and mark it In the Inspect once a week and after every rainfall. Immediately remove sediment
field. tom the flow area and repair the diversion ridge. Carefully check outlets
13. Install pores baffles If necessary. and make timely repairs as needed. When the protected area Is Temp. Construction Entrance
INSPECTION AND MAINTENANCE permanently stabilized, remove the ridge and the channel to blend with the
natural grade and appropriately Stabilize It.
Inspect at least weekly and after each significant rainfall event ()¢' or greater) NO SCALE
and repair Immediately. Remove sediment, and restore the trap to Its original
dimensions when the sediment has accumulated to one-half the design depth
of the trap. Place the sediment that Is removed In the designated disposal
area, and replace the part of the gravel facing that Is Impaired by sediment.
Check the structure for damage from erosion or piping. Periodically check the
depth of the spillway to ensure It Is a min. of 1.5' below the low point of the
embankment. Immediately fill any settlement of the embankment to slightly
above design grade. Any rlprop displaced from the spillway must be replaced
SCALE: NTS
J
Immediately.
After all sediment-producing areas have been permanently stabilized, remove
the structure and all unstable sediment. Smooth the area to blend with the BATE: 11 24 2013
adjoining areas, and stabilize properly.
PROJECT: 13-034
OWNER:
ROSE FAMILY ^ o a DRAWN BY: JNC/DKN
PROPERTIES, LLC
203 COUNTRY CLUB ROAD u v�
JACKSONVILLE. NC 28546 NOT RELlASED FOR NETRUCTAON SHEET 9/11

REVISIONS
1 - 42
DEWEY BRCS INC. CATCH BASIN x _
1 F atn« "SSF 95Btrt "u xtt g Yl
FRAME k GRATE CH BN 2000 ---
lr, R/W TOP OF CURB SN
B'MADE I} MINGUTTER LINE 5' MIN iv � �s p " 8"COMPACTED _<' �
y 1,sd AGGREGATE BASE 1 ;
1Y MIN y� DEWEY BROTHER MBX-I
z OR APPROVED PLASTIC METER RMHT PROPQn 8" 2' 2" 8" BRICK B" 3' O" 1-- I� �1 .1 Tit 1 iT 11111 ' ��.�. �Li ; �..• Il. � �,t
PUBLIC PHHNAIC - �-
FlLL GRADE__
Z a wRr COMPACTD SU
PER SUBSURFACE INVESTIGATION REPORT
7 "' SUPPLIED BY DEVELOPER [IT 11j
^. pC VARIABLE
( I f ( {7r j1
` J C 5/r X J 4• METER TO BE �_ 1'1 ; t�l t:.
O~" INSTALLED BY ONwA3A _
FOR !MALL dAME1ER PPE ll 3/4' P.E PlAS11C _ t
TAPPING SADDLE MTN NEOPRENE 3406 9DRe 4" 4" -- I -
Q r+ GASKET CEMENTED N PLACE Y
y�y C9 �"E�` "�`"� CONNECTION 0
TO a . PAVEMENT DETAIL
V r CES
UNIT BY O�MER �a ..red 'A .d e � a a .AA • •A .Q, a a of O SCQ 8
TEMPORARY PLUG FOR SV �c 3/4' BRASS Cd1P. HOT TO BBE IMMEDIATELY
MF��W
lC.1J STOP MUELLE71 OC
IZ7 THQEAD Na s-2600e L/4 5�AM ��A�TH 8" 2500/ CONC. FOOTING 5' 0" Ll
M ASSE DUAL CHECK C
1 AYMM Y/M MUELLER NO. 82404-2A 42 a
G+ NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOB(15 2 ` N
Cn
OI I N
0 TYPICAL CURB INLET Cub4' NM
O
LU
Q � NO SCALE m Asphalt L p1 C3 o
r- Lu l o in
04
4 y 5' CONC. SIDEWALK RAIL C a O ..Li
R W - PROPERTY LINE r to i2
RAD. 0 0
Q rn Up VI 1y
- I;: �-[Da[a PAML�IT LETKGTN AN MDTN VAINIX �?`S" r � a2 Z 3 2 V
! B I a��t� a�_< I.
Exist. Curb - 3lBpAN 2DAYC sS
l ��n E O w I COMM OURS a OUTER " ` . >f ; > O r'
�� �I ° w o M
_ _ _ _ _ 24 Curb & Gutter - m
q J n A tt 3
(0 v a
1 ONWASA'S CUSTOMER'S DUAL CHECK VALVE NEAR METER '(, ,n� HWY 24 (100' R/W) No SCALELn
RESPONSIBILITY I RESPONSIBILITY REWIRED) l� rq/ > N
STOPS HERE BEGINS BLE CHECC VALVE ASSEMBLY
I FOR COMMERCIAL USERS AT A �.`%l 0.Y S1aNE
- - - - - - - - - - - - - - - - - UU a
MINIMUM. B - `, ,
CONTACT ONWASA'S
CROSS-CONNECTION CONTROL OFFICE
IPLAN NEW
METER CUT-OFF METER METER BOX GATE VALVE NEXT TO PRESSURE REDUCING GATE VALVE
B ONWASA'S ONWASA'S ORWASAS METER VALVE WITH NEAR HOUSE
2 I (IIEQIIRED) MASER (CUSTDMmOPTION) Entrance Detail @ NC Hwy 24
(REQUIRED) or NO SCALE
CURB a QITI Ti
y ASNULT
0 4 aooO Hal
0 ;I! - COMA. Y B10RE SECTION B-B CaNt« `� A�, l01•,
a GUTTER
31000
Sediment trap Schedule W. �
To
FROMTO
sEcnoN A-A
WATER MAIN
CUSTOMER'S
FLOW J aLW ELOW ELV HOUSE Flume Detail Drainage Disturbed Q SA TV Width Length Depth
p YP ( ) (80 (0 (ft) (ft) (ft)
NO SCALE Trap No Area Area Type cfs
�y 1 (Pond)" 1.35 1.35 'Skimmer 7.1 3087 2430 39.3 78.6 2.0
�-k M North Carolina Plumbing Code Section 606 requlrse a gate ca acow prevention an a pressure reducing lve, bkfltid
valve on all connection* with the Public Water Supply. 2 - 0.58 0.58 Conwritional 3.0 1326 2088 25.8 51.5 2.0
1. A gate valve, badkflow device In the form of a Dud Cheek Volvo for residential (Double Check Volvo Assemblies far B ram-' commercial at a minimum), and a pressure reducing Volvo M01 be Installed 0.08 0.08 COnV@ntlOnal 0.4 183 288 9.6 19.1 2.0
cloo
d directly behind the motor (sse diagram E R GH -- _ -.. _ ...
S 0 2. An odditland gate valve located now the house Is recommended, but not regi BROOM ONUI H " Use proposed pond as sediment trap
5 a AN materials -hall be pressure rated to One hundred-fifty (150 pel). eRequired SA = 3,087sf- Provided SA = 12, 122sf- Requited TV = 2,4300- Provided TV = 41,022cf
_ '� 4. The water metes w"I be looked upon Installation. Please contact the Onsiow Water and Sewer Authority (ONWASA)
twenty-four 24) hours In advance to schedule the Inspection of the valves.
�' 5. All volvw W Installed prior to unlocking the meter. /l
~ Meter Placement Note: �✓
Place the blue flag approximately thirty (30) feet from the center of the road Utility Right of Way for proper placement of
VERIFY W/
- Q)4 to place's water meter. e .Tate will be made to Install the motor where R h blue
flog ^°over,placed
In a feasible the right �� PLAN Drainage Pipe / Rip Rap Scour Pad Schedule
y tna to place the meter AI the most feasible loeatlon to all parties Involved. If the blur Raq b not placed M a fse*Eq loeatlon, It �I�
- may result In a delay of Installation. TRUNCATED __ __ W TT 2
-1-
- v../
DOME FINISH PIPE Ccum AREA IQ10 ANCR. REA Q10AL L DIAMETER LENGTH OUTLET
� GRADE VELOCITY ZONE LENGTH WIDTH TYPE t�Jom. V
A 0.90 0.33 2.23 2.23 12 142 0.83% p J
�1 B 0.90 0.07 0.47 o 2.70 15" 44 0.83% of -I
C 0.90 0.09 0.61 0.4 3.31 15" 88 0.83% 5.5 Zone 2 8' 4' CI"B" '
a.
r � �� Drainage Structure Schedule 11 i �, X as
VM-KNS e7M MIN (�dR95�E INSTALL �G� Y.`Z� _ O w
a
N7EORAL BALL VALVE! ------._---r- -. -_. .--._--_
OR0 ,1Usc L m Ci�T A,roN ONLY). � , ------ � J O w.E
DRAINAGE -- - - - ----- -fi --_--- 1.V Cv
Handicap Ramp Detail STRUCTURE TYPE TOP INVERT 1 COMMENT i a�
Ir MN/3r MAX NO SCALE NO
ADM FLOOR A° DS-1 Curb Inlet 31 .77 29.28 Top = TC Elev.
DS-2 Curb Inlet 32.06 28.10 Top = TIC Elev. p
r FLOOR DRAIN 4- CONIC. SLAB (OUTSIDE NSTALLANON) 20' AISLE/STREET 0' PARKING N(INSIDE NSTALLAwaN ON ORLV. GGNNG. FLOOR (INSIDENSTALIATION) DS-3 Curb Inlet 31 .42 27.73 Top = TC Elev. F+�
OR DIP
PVC DALY.Ti )IP GALTIR OP PVC
UNM CONC. UNDER CONC.
RPZ BACKFLOW PREVENTER
NO SCALE
SIDEWALK STREET/PARKING SURFACE
SLOPE SHALL BE 0.5% MIN
-ARKING SURFACE 2x MAX.
I SCALE: NTS w (k DATE: 11/24/2013
SEE PAVING PROJECT: 13-034
DETAIL OWNER:
Street Parkin Cross Section ROSE FAMILY DRAWN BY: JNC/bKN
/ PROPERTIES, LLC
--1
2OS COUNTRY CLUB ROAD ll l�I1 Il ll IJ �I t5 ll ll rUG lS
NO SCALE JACKSONVILLE, INC 28546 NOT Atl.lAslO F011 O NiTAUCTION SHEET
10/11