SW8070671_Approved Plans_20130712

U4-i
INFILTRATION BASIN #2
1,f = 401
MATCH EXISTING'
ASPHALT GRADE N
23.ot /
N
O
d
C�
159 r�
N °2 'o "W II
45 5 4
15.07'
EX.18"RCP !
INV 19.44
t � }
i i tE
k'o i
! I N
EXISTING GRAVEL ss<
DRIVE TO BE
REMOVED
1/4 "/ FT SLOPE
5' SIDEWALK
18" VALLEY
CURB
N49059;30"E
C
o' (PRIVATE) RIGHT OF WAY
2.0'
TYPICAL ROAD CROSS SECTION
NTS
Designer's Plan Certification:
Property Owner Certification:
"I hereby certify that this plan has been prepared in accordance with the latest
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
New Hanover County Ordinances and Storm Water Design Manual."
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
Signature:
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
Printed Name and Title:
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
Date:
New Hanover County."
Registration Number: SEAL
Signature:
Printed Name and Title:
Date:
N49055'16';
NAM MIS
EMERALD FOREST
'd o'er
SECTION 6 PHASE 2 M.B.
39, PG. 25 �, CD
7n
168
150
327.04'
.1
i ' I EMERALD FOREST M.B.
i I '
I �w
39, PG. 25
INFILTRATION E� I SECTION 6 PHASE 2
I ASIN No 1
24.00
_ ;
:.... - i 18"FES I . 1 .5 i
f t
",7 9t� LE W 5 XIO I2• E �`�° 4
3o ASH
PROP. SSMH NO. 6 i
s I �•i
- RIM = 212.77 2" ECAN INLE I
;
t
INV. = 1.6t
_.. _ W MATCH,XIST. 18" RCP
_ ✓ :.... PIPE INV.\,\ t !
- INV = 17.00
_.,...... 24.00 32 F 16.5
,
N
,
a ! O.5
EX. SSMH
INV 8.94t
S2 EAR EASEMENT
/ 20' PERIMETER
SETBACK LINE
� 139
25 C.O.D. PER NEW
' HANOVER COUNTY
N PLANNING
i / �
1 1
/� o
r / ,
E� INV �20.00 i y 1P 1
NON JURISDICTIONAL
5 X5�I2 ED , WETLANDS TO BE
�'� 2" PRESERVED
W ei'FF
SEMBT:Y E j / � 4-
l
t 1/
24„ VI PLE 7
0
f
S4;7°z2'27„W 174
.82' � N47022'
34
TATE BK.
PADRICK 855, PG. 415
BK. 1164, PG.1542
i
\ I
�-����--�---- /
PROPERTYLINE
- - - - - - - - - - - - EXISTING GRAVEL DRIVE
EASEMENT
w w w PROPOSED WATER
ss ss ss PROPOSED SEWER
LIMITS OF DISTURBANCE
SITE DATA
NOTES
SF SF 3FTEMPORARY SILT FENCE
TOTAL TRACT SIZE
9.93 AC.
1. EXISTING SURVEY INCLUDING TREE, TOPOGRAPHY, UTILITY, & BOUNDARY
RUNOFF DIRECTION
TDS TEMPORARY DIVERSION SWALE
ADDRESS
611' MIDDLE SOUND LOOP RD.
PERFORMED BY C.I. GLOVER COMPANY, PC (910-792.1011) AND PROVIDED BY THE
TAX MAP/PARCEL NUMBER
Ro4400=003-121-00o
OWNER.
�- GRASSED SWAM
APPROVE
ALT. ID NUMBER
316917.11.3o18.000
2. THIS TRACT IS LOCATED IN ZONE X ACCORDING TO THE FEDERAL EMERGENCY
EXISTING ZONING
R-15
MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP, PANEL 3169J, MAP NUMBER
EFFECTIVE DATE
•0
-�%LEVATION
PROPOSED ZONING
EDZD
37203169ooJ, 4/3/6
CAMA LAND CLASSIFICATION
RESOURCE PROTECTION
3• DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO THE SAME
VERTICAL DATUM, THE VERTICAL DATUM FOR
MANAGEMENT J(WERGY DISSIPATER
R.O.W. WIDTH
AREA IN RIGHT-OF-WAY
4o FEET
1.43 AC.
THIS SURVEY SHALL BE CONSIDERED
ASSUMED.
4.OPEN SPACE AREAS TO BE RECORDED ALLOWING ACCESS AND MAINTENANCE
DIVISION OF I s Tt� RVIOUS PAVEMENT
AREA IN WETLANDS
o.o8 AC.
THROUGHOUT.
OPEN SPACE/COMMON SPACE
6.03 AC:
5. LANDSCAPE DESIGN AND PLANTING ON SITE TO BE GUIDED BY LID MANUAL
APPENDIX II.
s�i7. �` • SANITARY SEWER MANHOLE
DENSITY
4.53 UNITS/ACRE :
STORMWATER PIPE
6. BUILDERS AND HOMEOWNERS TO BE PROVIDED LITERATURE ON L.I.D. TECHNIQUES
PROPOSED IMPERVIOUS
AND POLLUTION PREVENTION.
FIRE HYDRANT ASSEMBLY
BUILDINGS
90,00o s£
7• RAIN BARRELS TO BE REQUIRED AT ALL UNITS.
' BLOWOFF ASSEMBLY
8. PRIVATE RIGHT OF WAY TO BE DEDICATED AS A UTILITY EASEMENT FOR CAPE NEAR
GATE VALVE
ASPHALT
35,475 sf•
PUBLIC UTILITY AUTHORITY.
REDUCER
SIDEWALKS
6,547 sf•
9. A MINIMUM OF 2o' DRAINAGE EASEMENT TO BE PROVIDED ON ALL SWALES AND 15'
WATER SERVICE
PERVIOUS PAVEMENT
27,366 sf.
DRAINAGE EASEMENT ON ALL STORMWATER TREATMENT AREAS.
1o. UNITS TO HAVE A MAXIMUM BUILDING HEIGHT OF 20' OR PROVIDE ADDITIONAL
D
SETBACK AS REQUIRED.
�+ EXISTING TREE
11. THERE ARE 45 PROPOSED DWELLING UNITS TO BE CONSTRUCTED WITH 3
40 24' 0'
40 �o'
BEDROOMS PER UNIT.
EXISTING TREE TO BE REMOVED� .�
12. ALL AREAS EXCEPT THE DWELLING UNITS ARE TO BE MAINTAINED BY THE PROPOSED SIDEWALK
ASSOCIATION. •. � .. .., :, . -
13. STREET LIGHTS TO BE PROVIDED BY PROGRESS ENERGY. ,�,_?� -� PROPOSED MULCH WALKING TRAIL
Scale: 1"= 40'
VICINITY MAP (NOT SCALE):
Jam'
SAYSHORE DR
SITE
J� Mi�o(F MIDDLE SOUND LOOP RD
a U_ ��Op
5'o
�:D
Q
REVISIONS
S E A L
032555
%yam•• '•�:Mcic�.�'•••\�V��
D.
���►IIIt
r
CLIENT INFORMATION:
GREEN HAWK CORPORATION
1330 SUNDAY DRIVE
SUITE 105
RALEIGH, NC 27607
919-861-2910 Office
DRAWN: NME
SHEET SIZE: 24 X 36
CHECKED: CDC
DATE: 04 / 22 / 2013
APPROVED: CDC
SCALE: 1" = 40'
PROJECT NUMBER: 2013-001
DRAWING NUMBER:
C-1
1 OF 7

INFILTRATION
BASIN No. 1
NOTE: TOP OF BANK
USED FOR
DIMENSIONING
20
N
c EMERALD FOREST 153 No.
C� SECTION 5 EMERALD F & 6 PHASE ONE 169 EMEROREST
a d
M.B. 36, PG. 253 0A SECTION 6 PHASE 2 M.B. bn
39, PG. 25 QD�
�'�'
C59
20' PERIMETER SETBACK ` 150
N °2 'o "W I� ° , E ,
� Q
45 5 4 N49 5 0 381.13 T N49°5516W 327.04' o
5. 7`
i o _..
_. _. _ ........._ _............_ _-........._ _ �c
S PROP 2 -...._ _..._.
momi. 22" MAPLE
i
BLOW -OFF _.,.._ ....:..._....: _...._.
ASSETURTY
- 24.00 ,7" D G OOD 14„ C �.,.... �i f I
EX. 18"RCP i , J APPLE `t33
1
INV 1g.44 i 24.00 T .- -... _... _ - ..... PROP. SSMH NO. 23.85
i S'
i A - _ .. _ i
EMERALD FOREST M.B.
RIM 23.57
INV. =16.95 39 G 5
i
P . , 2
i o , 4 - 4 2 3 8 24.00 ...: :- - :.. :.... T _ 24.00 24" PII� - , IN ILTRATION ( 1 SECTION 6 PHASE 2
t�
_ ° _ 28 PINE i ) ASIN No i
C i CO 7" DOGWOOD +
. 1 -
JIN­
V co : -.... _ ._ . _ _.: D WOOD " PIN
6„ - - 24.00 ` ...� _ - - 24.00 18 FES I . 1 .5 �C
1 _.,
4� 139
- -.....:...: _.. 3 6 E:2x_0 .24.0010" x1" MAPL PI ���� PROP 56MH N „�7 9" t �N 5 X10 12 E
+ p � o" ASH � L
INFILTRATION BASIN # 1_.... _ _.. E _ _ _
---_ a t.._ - 8" DOGWOOD : _
I': T )io - .. . 8",x0" M PLE ; _ nrr r _ �., .ter, O i t r„tt ,.� I 1
i" = 40'
■I
INFILTRATION
BASIN No. 2
#It
NOTE: TOP OF BANK
USED FOR C
DIMENSIONING
INFILTRATION BASIN *2
lit = 401
__-.. •. ` �� �.11�f �.J 1„1V.iL",J; \vL113:.LJ. Li , , •-'T/ -- - . •7-r
14�
s7
I � `� / 1 411-38 42.8
S47 3122'W
TYPICAL ROAD CROSS SECTION
NTS
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest
New Hanover County Ordinances and Storm Water Design Manual."
Rinnaf ira-
Printed Name and Title:
Date:
Registration Number: SEAL.
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
New Hanover County."
Signature:
20' PERIMETER SETBACK- I Z
SITE DATA
TOTAL TRACT SIZE
ADDRESS
TAX MAP/PARCEL NUMBER
ALT. ID NUMBER
EXISTING ZONING
PROPOSED ZONING
CAMA LAND CLASSIFICATION
R.O.W. WIDTH
AREA IN RIGHT-OF-WAY
AREA IN WETLANDS
OPEN SPACE/COMMON SPACE
DENSITY
PROPOSED IMPERVIOUS AREA
BUILDINGS
ASPHALT
SIDEWALKS
PERVIOUS PAVEMENT
PADRICK
BK.1164, PG.1542
NOTES
9.9.3 AC.
1. EXISTING SURVEY INCLUDING TREE, TOPOGRAPHY, UTILITY, & BOUNDARY
611" MIDDLE SOUND LOOP RD.
PERFORMED BY C.I. GLOVER COMPANY, PC (9xo.792.xou) AND PROVIDED BY THE
Ro4400-003-121-00o
OWNER.
316g17.i1.3o18.000
2. THIS TRACT IS LOCATED IN ZONE X ACCORDING TO THE FEDERAL EMERGENCY
R_15
MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP, PANEL 3169J, MAP NUMBER
EDZD
3720316gooJ, EFFECTIVE DATE 4/3/6
RESOURCE PROTECTION
3• DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO THE SAME
VERTICAL DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL BE CONSIDERED
4o FEET
ASSUMED.
1.43 AC.
4.OPEN SPACE AREAS TO BE RECORDED ALLOWING ACCESS AND MAINTENANCE.
o.o8 AC.
THROUGHOUT.
6.03:AC:
5. LANDSCAPE DESIGN AND PLANTING ON SITE TO BE GUIDED BY LID MANUAL
4.53 UNITS/ACRE .:.
APPENDIX II.
6. BUILDERS AND HOMEOWNERS TO BE PROVIDED LITERATURE ON L.I.D. TECHNIQUES
AND POLLUTION PREVENTION.
90,000 SE
7• RAIN BARRELS TO BE REQUIRED AT ALL UNITS.
8. PRIVATE RIGHT OF WAY TO BE DEDICATED AS A UTILITY EASEMENT FOR CAPE FEAR
35,475 sf•
PUBLIC UTILITY AUTHORITY.
6,547 Sf
g. A MINIMUM OF 20' DRAINAGE EASEMENT TO BE PROVIDED ON ALL SWALES AND 15'
27,366 sf.
DRAINAGE EASEMENT ON ALL STORMWATER TREATMENT AREAS.
1o. UNITS TO HAVE A MAXIMUM BUILDING HEIGHT OF 20' OR PROVIDE ADDITIONAL
SETBACK AS REQUIRED.
11. THERE ARE 45 PROPOSED DWELLING UNITS TO BE CONSTRUCTED WITH 3
40' 20 o' 40' 80f BEDROOMS PER UNIT.
12. ALL AREAS EXCEPT THE DWELLING UNITS ARE TO BE MAINTAINED BY THE
ASSOCIATION.
13. STREET LIGHTS TO BE PROVIDED BY PROGRESS ENERGY.
Scale: 1"= 40'
TATE BK.
855, PG. 415
LEGEND
- - - - PROPERTY LINE
- - - - - - - - - -- - EXISTING GRAVEL DRIVE
EASEMENT
w w w PROPOSED WATER
PROPOSED SEWER
--- -- ---- -LIMITS OF DISTURBANCE
OF TEMPORARY SILT FENCE
RUNOFF DIRECTION
TDS TEMPORARY DIVERSION SWALE
�m
.. - • *w- GRASSED SWALE
20.o
SPOT ELEVATION
ENERGY DISSIPATER
PERVIOUS PAVEMENT
SANITARY SEWER MANHOLE
STORMWATER PIPE
-�
FIRE HYDRANT ASSEMBLY
BLOWOFF ASSEMBLY
H GATE VALVE
® REDUCER
WATER SERVICE Y
_,
OEIV
EXISTING TREE APR f _ , � 201
3
EXISTING TREE T E REMOVE
VICINITY MAP (NOT SCALE):
v
SITE
FS
a MtOOLE SOUND LOOP RD
�- Of
X
ONO
400
5 R
11b
U
1 -
S E A L
032555
p G`�P
DRAWN: NME SHEET SIZE: 24 X 36
CHECKED: CDC DATE: 04 / 22 / 2013
APPROVED: CDC SCALE: 1" = 40'
PROJECT NUMBER: 2013-001
D
F
�....;
..., ..., . . •. - .. 77. ...., , .: PROPOSED SIDEWAIiK.__.�.___-_.-�_ ___-.-..._.....�...
PROPOSED MULCH WALKING TRAIL DRAWING NUMBER:
C-1
I OF 7
WATERLINE EXTENSION PLAN
i„ = 401
Printed Name and Title:
Date:
D
F
�....;
..., ..., . . •. - .. 77. ...., , .: PROPOSED SIDEWAIiK.__.�.___-_.-�_ ___-.-..._.....�...
PROPOSED MULCH WALKING TRAIL DRAWING NUMBER:
C-1
I OF 7
WATERLINE EXTENSION PLAN
i„ = 401
Printed Name and Title:
Date:

,
N
o EMERALD FOREST 153 gyp.
ECTION & 6 P 169 EMERALD FOREST
S 5 HASE ONE
a d
z
a
x
H
M.B. 36, PG. 253 A SECTION 6 PHASE 2 M.B. °
39, PG. 25 167 �bn
Q 7-
G'�
159 t� o�0
tis 20' PERIMETER SETBACK IQ °A
C2)
N o W t
45o2 5 4 N49 5 o f 381.13, N49055'16it - 327.04' J i
15.07' �. I- S joli �! o
�,,. �1 S _...._ _..._. _ -
_ _.....PROP. 2" - _.... .......... _......._ _..._ - � .........
.._ .. _ _ ....._ _ _ _ .. S _ � I
_...._ ..._._ BLOW -OFF _ ...._..._..... .. 22" MAPLE
y ,
24.00 7" D-OGI VOOD O 14„ C 4�
APPLE
INV 19.44 1 24.00 - :_: - :.... PROP. SSMH NO. 2 .8 ,� r , ,
i A _ 3 5 _ � : ,
ti 1 RIM = 23.57 % i
i .. f
._.. I - � EMERALD FOREST M.B.
NV. 16.95
_ _
_.... __ f 3N6PH5
11, . i _ _ E SECT E 2
"- � IO AS
of i
4 0 42 3 g 24.00 .... ....: _ - :.. : - :...; _ 24.00 24„ PIN " 28" PINE IN ILTRATtON i
_ co771
y�r �ASIN No, 7.�
«..
~' _ ! 7„ DOGWOOD + 24.00 24.00 i
1 60 1 _ : 7„ DOGWOOD + 19„ P � f 1 �t j Fy'
6" ; - : .... 2 -00 _: _ PINE
i8 FE I .5 € I ►�+ i 4 24.00 + f i I S 1
f
_.. „ ,,. , . ' . PINE ;..::' .. 30' ASH E ",/ 9" ?LE i W 5 X10 12 E
INFILTRATION BASIN #1 _.. W _
" - ..._ o V :21"_Q . 8",io" PLE 3 24.00 : _.. __ :..... _._ 1a ,11 MAPLE G . SSMH NO.
..._ . ..: .� . � PROP
.. .._ 1
o + _ .. _.: - + 8" DOGWOOD _ . \ . tZ
RIM = 22.77 1
, 2 INLE f
_ :.. 10' ASH ( 22' PINE «..: :...: Y ..... `' INV. = ih.6t t_._ �y 1 = 40 44 24.00 'HOLLY POP. SSMH NO. _.. ... Y _.. MATCHXIST.
G �
l _ _ EX. SSMH _ _
1 RIM
1 = 23,30 .. .._... 11 PINE `� INV I
1 1 ...: RI = 22.95 _ : - ..... _ , .. : PIPE INV.\ t `=17.00
'IN v=15.83t _
! r� :.... I 1 .58t 4 24.0o MATCH _.... _ 3 6 EX. SSMH 5 24.00 - _ - `.....::... 24.00 3 2 5 3
A r EXIST, 16.
t 24.00 - . : _ .. PI M = 2280
' _ _. 9„ MAPLE PE INV. 2 0 23.15 '; ...... :` i i p•
1LO
2315 -"_ - 'CED 51
•' -- -- ..�.-!_.._- _
Ul-i
,
_.
1
....._ _........_ 22.95 T PROP. 2''
_.........
-�
• ii 4' S � co - 22. 22.6 20.60 - 2„ SD�21 Pv�,. 22.50 � � BLOW�t�FF 19,50 SCOUR
• ' HOLE I ` F.X. SSMH
95 - _... 5 ---'" M i ASSEMBLY
EMERALD FOREST r% { l 2 1 _ ..., -- 2 _ i - �"M- • ••"�'a „ : .. "s` co - INV 10. f
3' �r _-- -._._ 0.75 �"' SWAM. 6 _ 18 - SWALE N0.7 �i ' s� l
w SECTION 5 & 6 PHASE ONE MATCH EX. DITCH
•
Z � � � 22.50 AI 8 F�'S I � „ 20.35 � R 18" CL IV I2CP 1 � � � : _.. ,,� ••-..
` .r.. io X12 ED - . „
a \ 4• M.B. 36, PG. 253 �.�' INV. t 21.o I - ,Vft5 Is 1
_
x \ o , „ I { ` ,'� --a. 1 „ 8' R (1) 8"X8" TEE 20 0 � „ FOOrr 2 APLE�'-
N ,9 i j r 5 RC co „ „ MAPL j 5 X10 X12 E '
\ 22.0 (1) 8 X2 REDUCER ; 1T M 4E 1 BRIDGE =«~ ! t EMERALD FOREST
i 1 + _ - < 22.80 „ (1) 2 TEE ' («' 1 i
- 1 8 G.V. _ ^ ` .... - _ .:..... SECTION 6 PHASE B M.B.
20 PERIPHERY = "" [ , ; i - G _
� 1 } ._... ._ .. . _ ... ;� . 1.,_ .. - 21.25 _ o� .. 2" G V' i 4 � 9
{1) $ '_..E : U (1) FH ASSY �. f f
BUILDING SETBACK I ti ::._ ..:...::.... „ _ _ F 21.10 , _... 2 6 :...: :...: 2 . o I, FILTRATIO14
_ {i..a G. Z. ....... � w ; - ) 2 G.V. _ . � J-7 ,) ; �
_ i 1 P 2 1
..
23•50 t o - 24A0 „ 15 MAPLE r / r` 1 BAS
_ �. _ _ _. 2 5 7 ,11 MAPLE `LY f I
\ 9a nj� �' l 1 t? :. _ U v t . - :` 20" MAPLE t
l { �` T :- 12 M 23.50 19' MAPLE oo ` 2 7 3.5 v:. 1'i `� �4„ I j
O - _.
«_ .. _ ... 1
w ; ; 00 23 5 _ .. _. v�` 18"FES INV. 16.5 0`•-
n i
_
23.0 2 v �. - :...::. -- i AVI 5'X1o'X12„ ED tib 1 t
�x y� 23.50 _ . _ ti ti
o / l 1
off' ,,%' ' a1 EXISTING j9.. i 1- tr :.._
NaLl* 1�O• CULVERT TO i I f� • co
6„ CRAB 2 �E REMOVED q- co 23. io
\ APPLE 21.50 w '
\ ♦, _
,,_. _..._... .. __ ._..' WOOD
• f
17
' i
' ..- Y . _ .. _.. ... PROP. 2" =£
8 PROP. SSMH NO.6 _ / FOOT
26 EN
�3,5p _ .. _ . W 22.95 r , i�
, \ • ..._ .. ��" .. -o _ _ .... ......... � BLOW ' i
_ 20" MAEL-E I , .._ ._ - ... RIM - 23.00 ASSEMBLY./ BRIDGE ,
_ _ __ . • = H
\ INV o
sir r-••- •
� `o` -• - + � � U 22.0 _ . . _.. 2 8 14,1 ' % 19,50 � LOW /
_
• EX. SSMH
'�. ` 4 f \-•,(1) 8"X8" TEE ,-' 22.20 � � • , 21.0 22,00 : - .:.... _ � / / INV 8.9 f
__ t .
•.:� - . (2) 8" G.V. 1 "'18" ' ( • . H . - 24.00 231
t F` �79 MAP
16 }
{i) FH ASSY r. 3'4 21 22.0 (... SCOUR 2 WE EASE
„ „
I c "J PROP. SSMH i , r SE MENT
16" MAPLE fr 12,13 UM 15" FES INV 21.0 �r Q
\ 4 colo, 2 58 :21:o • , ;,,,,., .....- • •; ' ' '� i INLET HOLE
♦ + W/ 5'X5'X12" ED . 2 Z.} _ 20:.o E p ; TP�UCTURE #z fJ
• 20 GUM 23.50 - ; SIN �.... li
2 2 _ _ _.. 7 7.....� 1s RCP .
011/`
23.8o I 5 •• _ .::� - E ` 17.0 20' PERIMETER
•
1 O l
18"°MAPLE 14 1 23. 0 1 f + 1. 2 ;` '� '� 11 \ A :l 1. ;' SETBACK IMSM
141_I'll
\ 22s'�Q S'n 21 M LFr + BIKE RACK �e i + �4„ O ? „ + 6„}$,.12„�13„ :20" MAPLE
• „ (MIN. 5BIKES) ROP. SSMH NO.1 STRUCTURE #3 13 ASH / EX, SSMH,`` I
14 UM �, _
,, = 2.62 2 " INV. ;`n f `. ,� + o
zvAPLE �,o RIM 2 o INV - 20.00 _FES 9 65 2f2.1t3, ,a i
\ o _ t ,,
22- _ .. _ j
3 1 ♦ 75 `. _ f / 5 ,INV 1 .26f
.. INV. 16.11 � X1 } 2 ED r- / I �
��' 'r`O `,_�' • • `� } 22.45 � : " _ 2 O `' ' ""'• • ` .. ...• • .2?--0�- I -
INFILTRATION \ ' - _ 3'S .SSMH __ 1 MAPLE 3 ,ASH
' 2 1 1 23.00
Y �' - RIM 21.00 }- H w_.. '/ .-- -..,� """' -
'o
A : 15 2,_ "ASH 1 ' H , ^ _ 23 00 .` .: - 25'
BASIN No. 2 cS 21.25 v - _ 1f + 11" ASH + .._._ 23.00 _ O D PER NEW
20.20
.J :: • - xAN COUNTY
, - --'" � '� � � COVER
PLANNING
NOTE: TOP OF BANK
+ p• - � 24.Ao ._..... _ \ 9(� p p�C --- ___'- _ _.---• � i --- ' -- .�. _ �.... „RCP 2„ 26{r ;O `� s, �..._..- t ! / / / �
USED FOR ,�b' ♦ 22.75 - _._ 5 _
DIMENSIONING 22.00 8"X8" TEE _. - -- 20.30 22.0 _ _ 20.10
SS o
16", � {2) s" G.V. _ �, _,_, `-f...�...:,:--•' 22.00 .TWIN ASH CT. y. ,-- INV -� 1
-
22 I
-
P. _... -- - f
. MATCH EXISTING�, ., ,: __.. _..:y..:� _..._... _...... �- .__ � • .. _.... ... ... .. � ..
r._.....__.. �M
O l
ASPHALT GRAD y "
___. .... ..� FE INV
V ^ o:. __ . _ .. _...... � `` 22.-0 _ �. 1 „FES INV. .2o W 1'" ED JURISDICTIONAL
00 �'• 2 .ot d� / 24.0o c _ _ _ ......._ _ 33 ` ._.. " _ . MAPLE ` :... 4 5 + / 5 X5� t WETLANDS TO BE
OAK-.' _ 1$" ASH - - _ + 4 - .f- _ \W/ 5tX.5'X12'' r;D „ „ / t .�.
_ _
_
�\ - ..._ •• _ �' ....: 4 MAPLE 2 PRESERVED
MAPLE _ M W-(OFF / v.
\� _
... _ 19 ASH KM
o "-UAK 24.00 (i) 8''X8" TEE �4„ ASH - 23,50 ,
• • �4„ LE 24 OAK {i) 8" G.V.
4, -} 23•75 S,.� 12 ASHti ` t / / .E. .►. 1ST �'`
.,\ + 2 00 {1) 8, DUCER 23.75 � „
0 20" ASH
h \ \ + HOL�,) 2" G.V. ix" AK
s M EXISTING GRAVEL .� 13y
4.x
DRIVE TO BE ♦ Q
REMOVED + 14 r .= U ,.� ,� 10 ASH 24p
INFILTRATION BASIN # 2 \ + 1 " o �3„ O 4 �.
INFIL .� _ �_ r _7 _
„ ASH
+ MATCH EX. DITCH - _ M j
\ r
1 = O �\� 9 O 1 INV f 2i.5 � _ + -
4
• lgrr 0 ter..-.• �.� i OAK
�- „. / 22t
} THICK BRUS - - 24 OAK S N47
\ \ ♦ + + 8" OAK (NO TREES CATED S , ,�o !" 1 „ 174.8�'
22 27 W
# + + S47°31'4 '
S4 ` APFRUVW 3 ' 4'
2.8
S47 3122C
'W 4 TATE BK.
MICAL ROAD CROSS SECTION
NTS
Designer's Plan Certification. -
"I hereby certify that this plan has been prepared in accordance with the latest
New Hanover County Ordinances and Storm Water Design Manual."
Cinnatura•
Printed Name and Title:
Date:
Registration Number: SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
New Hanover County."
Signature:
20' PERIMETER SETBACK PADRICK � n�COM
855, PG. 415
BK. 11b4, PG.1542
DVSS
0-10 1171 Ill [0-11
LEGEND
------
PROPERTY LINE
- - - - - - - - - - - -- - EXISTING GRAVEL DRIVE
EASEMENT
w w w PROPOSED WATER
ss ss as PROPOSED SEWER
---- ---- -�-• -LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
SITE DATA NOTES RUNG
TOTAL TRACT SIZE
ADDRESS
TAX-MAP/PARCEL NUMBER
9.53 AC.
61TMIDDLE SOUND.LOOP RD.
-Ro44oaoo3-121-000
1. EXISTING SURVEY INCLUDING TREE, TOPOGRAPHY, UTILITY, & BOUNDARY
PERFORMED BY C.I. GLOVER COMPANY, PC (910,792.1ou) AND PROVIDED BY THE
OWNER:
FF DIRECTION
TDS TEMPORARY DIVERSION SWALE'
- .. _... _ • ..,.... _ . OPP— GRASSED SWALE
CLIENT INFORMATION:
ALT. ID NUMBER
316017.iY.30i8.000
2. THIS TRACT IS LOCATED IN ZONE X ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP, PANEL MAP NUMBER
20.0
EKISTING ZONING
R-15
3169J,
SPOT ELEVATION
PROPOSED ZONING
EDZD
3720369ooJ, EFFECTIVE DATE 4/3/6
3• DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO THE SAME
GREEN HAWK CORPORATION
CAMA LAND CLASSIFICATION
RESOURCE PROTECTION
VERTICAL DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL BE CONSIDERED
ENERGY DISSIPATER
1330 SUNDAY DRIVE
R.O.W. WIDTH
4o FEET`
ASSUMED.
AREA IN RIGHT-OF-WAY
1.43 AC.:
4.0PEN SPACE AREAS TO BE RECORDED ALLOWING ACCESS AND MAINTENANCE.
• � • � :
PERVIOUS PAVEMENTIVE
SUITE 10
AREA IN WETLANDS
o.o8 AC.
THROUGHOUT.F7
RALEIGH 2
OPEN SPACE/COMMON SPACE
6.03-AC:,
5. LANDSCAPE DESIGN AND PLANTING ON SITE TO BE GUIDED BY LID MANUAL
APPENDIx Ii.
SANITARY SEWER MAN HOLE
`t
9-8b1-2 f
DENSITY
4.53 UNITS/ACRE ::
STORMWATER PIPE:
6. BUILDERS AND HOMEOWNERS TO BE PROVIDED LITERATURE ON L.I.D. TECHNIQUES
PROPOSED IMPERVIOUS AREA
'AND POLLUTION PREVENTION.
7. RAIN BARRELS TO BE REQUIRED AT ALL UNITS.
-
�11 Yr `'
FIRE HYDRANT ASSEMBLY
BLOWOFF ASSEMBLY
BUILDINGS
ASPHALT
90,000 SL
Sf
8; PRIVATE RIGHT OF WAY TO BE DEDICATED AS A UTILITY EASEMENT FOR CAPE FEAR
GATE VALVE
35,475
PUBLIC UTILITY AUTHORITY.
®
REDUCER
SIDEWALKS
6)547 sf,
9. A MINIMUM OF 20' DRAINAGE EASEMENT TO BE PROVIDED ON ALL SWALES AND 15'
WATER SERVICE � `�
PERVIOUS PAVEMENT
27,366 sf.
DRAINAGE EASEMENT ON ALL STORMWATER TREATMENT AREAS.
_ �
PR 21
1o. UNITS TO HAVE A MAXIMUM BUILDING HEIGHT OF 20' OR PROVIDE ADDITIONAL
SETBACK AS REQUIRED.
(D
EXISTING TREE ,
11. THERE ARE 45 PROPOSED DWELLING UNITS TO BE CONSTRUCTED WITH 3
;_- ---- - -"~
40' 20' o'
40' 80'
BEDROOMS PER UNIT.
EXISTING TREE TO BE REM
DRAWN: NME
SHEET SIZE: 24 X 36
CHECKED: CDC
DATE: 04 / 22 / 2013
APPROVED: CDC
SCALE: 1" = 40'
PROJECT NUMBER: 2013-001
VE
12. ALL AREAS EXCEPT THE DWELLING UNITS ARE TO BE MAINTAINED BY THE PROPOSED SIDEWALK
ASSOCIATION.
- 13. STREET LIGHTS TO BE PROVIDED BY PROGRESS ENERGY. ' PROPOSED MULCH WALKING TRAIL DRAWING NUMBER:
Scale: 1"= 40'
C-1
1 OF 7
WATERLINE EXTENSION PLAN
111 = 401
Printed Name and Title:
Date:

0
5
15
10
2
o� g
PLAN VIEW NO. 1
lit -5o'
o+oo i+oo
PROFILE VIEW NO.
i
HORIZONTAL -1" = 50'
VERTICAL -1" = 5'
Y og
... t ,6t
`�"••��..�
.. Gz
`
man
I
PROP. SSMH#2
EX. SSMH# RIM = 23-57
RIM = 22.95 F t. `, , r : , ; : INV =16' 95
INV=16.58t
t:1,'+�•�i.
i't:i:t f r
r r l r J 1 Z
0+50 ' 0+�92.54
i:t
1
1:i r a
r�
r
-A
Q) i.t i•( Q r
-�. (A
r ! W 00CQ
Q tC!
•t. 1!F j
n:o,
PLANVIEWN0.2
lit _ 501
PROPOSED GRAD
_...................
.....
_ _ ..........,......_ _
a
N y
zzLo a
�Mz
0
p� II lip
xN4z'
'. N �Q
11 ��+
25 25
2C
15
1C
15
10
o+oo i+oo
PROFILE VIEW NO. z
HORIZONTAL - 1" = 50'
VERTICAL -1" = 5'
25
20
15
10
'-5
L5
LO
or I
PROP. SSMH#5
RIM = 22.77
INV = 15.6
PLAN VIEW NO.4
lit =so
b •C
§�4
PROP. SSMH#6
RIM = 23.00
INV =16.86
N
.j r.
6r
! 1
01
:
oD i t--
N
N .
..........................................................................
25
............. . . . .
... . .... ................................................................
................................................. . . . .
.............
.......................................................... . ...
. . . ............................ . ............................ ...... ..
. ......
................. ..
. ............... .
. . .. . .. . .. ........... . .. .....
. .. . .............................................. . .................
............................................. . .............. . ..........
PROPOSED
GRADE
`..
E) TINr�.iz$ADIE
_..__
]I5KOP:.i8,�. R
20
tJINV.
2o.o8'
_ .._................ __
_.........__.__
125•9
_
15
z
�M°z
ca N'Q .
........................ .._............... _........ O;...........................................
........... .... _
a X _ _..
__...__._...._..........................
.......................... _... ._.... ................. _._. x _..
0
_ '_____...._._.............................. ............
..... _........................................ ..... _...................
... _ __ ,...._..__.....___.._.....
.._.......... ..._._._..... .............. ............... C�l7 N.0...................,...,......................_............_,........._......
__._......m......._
»._......................._.._._._................._...»._............_-_...._......_............................
10
a: u it
NOTE:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. SERVICES SHALL BE PERPENDICULAR TO
MAIN
- - AND TERMINATE AT RIGHT OF WAY LINE.
SERVICES
IN CUL-DE—SAC ARE REQUIRED TO BE
PERPENDICULAR OR MUST ORIGINATE IN
MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
_ 3. ALL SERVICES TYING INTO DUCTILE IRON
MAINS
SHALL BE CONSTRUCTED OF CLASS 50
D.I.P.
401 PROTECTO CERAMIC LINED.
501 25 0' .50'
100'
Scale: i"= 50' Horz.
1"= 5' Vert.
25
20
15
o+oo i+oo 2+00
PROFILE VIEW NO.4
HORIZONTAL -1" = 50'
VERTICAL - i" = 5'
VICINITY MAP (NOT SCALE):
$RYSyQRe DR
41
SITE
J� M�ppCF
o �aQp RD
th1DD►-E SpUND
�
SppNp
Zoo
_7j if
U
Rp
O
00
0
0 N
N
ar�
l
VCd
Cd �o�
lcd
r,r l
_E
-. S E A L -
LEGEND
032555
PROPERTY LINE ',�,p'' •�,�iG I ';L\��:
— — -- — — -- - - — -- -- — EXISTING GRAVEL DRIVE �, �F • ... • • GP , �•
EASEMENT /����>iS • D. \
jttl{t
w w w PROPOSED WATER i
PROPOSED SEWER
-- --- � LIMITS OF DISTURBANCE
--- TEMPORARY SILT FENCE
RUNOFF DIRECTION ..
TDS TEMPORARY DIVERSION SWALE
.. -- .. —r•--- . • — .. --- . �— GRASSED SWALE
20•� SPOT ELEVATION CLIENT INFORMATION:
INLET PROTECTION
GREEN HAWK CORPORATION
ENERGY DISSIPATER 1330 SUNDAY DRIVE
PERVIOUS PAVEMENT SUITE 105
RALEIGH, NC 27607
SANITARY SEWER MANHOLE gig-861-2910 Office
STORMWATER PIPE
FIRE HYDRANT ASSEMBLY
�!} BLOWOFF ASSEMBLY
GATE VALVE FIVE DRAWN: NME SHEET SIZE: 24 X 36
® REDUCER
® WATER SERVICE CHECKED: CDC DATE: 04 / 22 / 2413
APPROVED: CDC SCALE:
EXISTING TREE F
T NUMBER: 2013-001
Q� EXISTING TREE TO BE
PROPOSED SIDEWALK
g i
PROPOSED MULCH WALKING=T 2AIL DRAL NUMBER:
C-2
2 OF

LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIES
RYE (GRAIN)
ANNUAL IESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)
OMIT ANNUAL IESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO
EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS - ABOVE 2500 FT: FEB. 15-MAY 15
BELOW 250o FT: FEB. 1-MAY 1
PIEDMONT - JAN. 1-MAY 1
COASTAL PLAIN - DEC. 1-APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICUL- TURAL LIMESTONE AND 75o LB/ACRE 10-io-lo FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb ; acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS
MAY BE SUBSTITUTED AT A RATE OF 5o LB/ACRE.
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICUL- TURAL LIMESTONE AND 75o LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IM- MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15 COASTAL
PLAN AND PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 5o LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
�--- GEO FABRIC LINER
NOTE:
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
114 # 5"
WASHED STONI
16" to 18'
NCDC
WASHEDkI
16"
CONSTRUCTION SPECIFICATIONS:
i. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE acre
�a
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1- JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-io-lo FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY
CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS
GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TALL FESCUE (BLEND OF TWO OR THREE 200
IMPROVED VARIETIES)
RYE (GRAIN) 25
SEEDING DATES
JANUARY - APRIL
AUGUST - DECEMBER
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000
lb/acre GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY
SOILS) AND 1,000 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY
CRIMP- ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARY
OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8,16-4-8,
OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING WARM
WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
GROUND STABILIZATION CRITERIA
STABILIZATION
SITE AREA
STABILIZATION
TIMEFRAME
DESCRIPTION
TIMEFRAME
EXCEPTIONS
* Perimeter dikes,
swales, ditches
7 Days
None
and slopes
* High Quality
Water (HQW)
7 Days
None
Zones
If slopes are 10' or
less in length and
* Slopes Steeper
7 Days
are not steeper than
than 3:1
2:1. 14 days are
allowed
7-days for slopes
* Slopes 3:1 or
14 Days
greater than 50 ft.
flatter
in length
* All other areas
None
with slopes flatter
14 Days
(except for perimeters
than 4:1
& HQW Zones
Note: Ground Stabilization chart may
be required by NPDES permit.
s�1�1 "14
4" PRECAST CONCRETE COVER SITE WORK NOTES:
4" PRECAST CONCRETE COVER 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE
IN -FLOW FROM DESIGNATED TO REMAIN.
DRAINAGE SWALE VEGETATED 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES
IN -FLOW FROM VEGETATED io . co OVERFLOW ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
DRAINAGE SWALE .� OVERFLOW 18 RCP 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL
18 RCP TO BASIN
'" -"" OF ANY SOFT AREAS.
TO BASIN 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A
WEIR INV. 19.5 PROPERLY PERMITTED FACILITY.
WEIR INV. 19.5 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
INV. 17.0 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION.. THE
INV. 17.0 fi, 6' CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL
CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE
CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR
EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN
SECTIONVIEW SECTIONVIEW ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED CALL "NC ONE -CALL" AT LEAST 48
NTS
IN -FLOW FROM
DRAINAGE SWALE
a
NTS
10.
'
HOURS BEFORE COMMENCING CONSTRUCTION.
11.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION.
BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS,
THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10
�,
DAYS PRIOR TO EXCAVATING.
p ��
12.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL
03 �
t7Uj;0
EXISTING UTILITIES WITH APPROPRIATE PERSONNEL.
VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.
13.
CONTRACTOR SHALL ADJUST ALL MANHOLES,
2
ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
14.
EXISTING SURVEYING PERFORMED BY C.I. GLOVER COMPANY, P.C.
15.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
16.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
OWNER.
IN -FLOW FROM
VEGETATED OVERFLOW 17.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS,
VEGETATED OVERFLOW DRAINAGE SWALE
WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
TO SCOUR HOLE
TO SCOUR HOLE 18.
ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY.
GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY.
19.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
20.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR
ENTRAINED.
21.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED
DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR.
INLET STRUCTURE # 1 INLET STRUCTURE # 2 22, ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
NTS NTS
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT FENCE ALONG ALL LOCATIONS PER
PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD
BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF
STAKE TO SUPPORT
CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS.
WIRE
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY SILT FENCE, CONSTRUCTION
A
SUPPORT POST
ENTRANCE, AND INLET PROTECTION HAS BEEN INSTALLED.
SUPPORT ROPE
24" INTO BOTTOM
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3
TO WIRE TO
OR SIDE
HORIZONTAL).
PREVENT SAGGING
3. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND
w
AFTER CONSTRUCTION.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED
CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION FENCE, SEDIMENT TRAP & INLET PROTECTION. INSTALL ALL SECONDARY
EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION TO BE CLEANED WHEN
HALF FULL.
SEE PLAN ;.:.
:. ; :. ; :,
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
8. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE.
9. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES
SEE PLAN
G01R MESH OR SIMILAR, STAPLES OR
SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
TRENCHED INTO = BOTTOM, OR' -SIDE °
MAINTENANCE PLAN
SECTION A - A FILTER FABRIC
; ,.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED: FOR STABILI'I'Y AND OPERATION FOLLOWING EVERY
CROSS SECTIQN
OF
POROUS
MELE
RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEKAND WITHIN 2.4 HOURS OF EVERY HALF INCH
ENERGY DISSIPATOR NTS
RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2
S
IN A CONDITION TO PREVENT AXTMt OR
PIPE OR DITCH
OUTLET --,
A
SQUARE PREFORMS
SCOUR HOLE (PSH
1. SWALES TO BE LINED WITH EXCELSIOR MAT &
SEEDED IN ACCORDANCE WITH SPECIFICATIONS LINERS CLASS 2 RIP RAP
IMEDIATELY. 12" THICK WITH FILTER FABRIC
'T� L I CAL3:1 GRASS SWALE.
NTS
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 Z"1-UPM) U14 a z:i MAINTENANCE:
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND INSPECT INLETS AT LEAST 1VEEKLY AND AFTER
SMOOTH TO AN EVEN GRADE. EACH SIGNIFICANT (It INCHOR GREATER) RAINFALL
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE EVENT. CLEAR THE MESH HIRE OF ANY DEBRIS OR
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. SUBSEQUENT RAINS. TAKECARE NOT TO DAMAGE
OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONI AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
M
INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED
SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION,
SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
INSTALL LEVEL AND FLUSH WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
W/ NATURAL GROUND. WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A
A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE
PYRAMA�- A p A WEEK AND AFTER EVERY RAIN EVENT.
L 18" RCP „ 1 4- CHECK SEDIMENT BASIN AND BAFFLES WEEKLY & AFTER EACH RAINFALL EVENT. REMOVE SEDIMENT FROM TRAP & BAFFLES AND
PERMANENT SOIL REINFORCEMENT K) RESTORE TO ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT Y2 THE DESIGN VOLUME. REPAIR / REPLACE BAFFLES IF
MATTING (PSRM) TORN COLLAPSED, OR INEFFECTIVE.
8" ORIFICE =- _ 5. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE
:j INV. 20.0 DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF
"�1,6" ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
A Lfi �, 2 -O 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL
PLAN BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE
OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC
AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL
GALV. BAR GRATING - 1" BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
x 1 /8" BEARING BARS
(MAX OPENING -
MIN. 4").
TYP. FASTEN WITH TYPE J
ATTACH GALVANIZED ._WIRE
CLIPS. ATTACH TO 1-1/4" TOP - 21.5 LOTH OVER 6" ORIFICE 2"SF 9.5A 1$„
B 5_ x 1-1 /4" x 1 /4" �8 MESH .020 WIRE)
RIP RAP IN BASIN NOT I GALVANIZED ANGLE FRAME. 9" 9"
SHOWN FOR CLARITY D - 2 12 MIN NCDOT #5
W �� MORTAR FRAME TO TOP OR #57 WASHED
SEED W NATIVE GRASSES AT INSTALLATION 0 OF OUTLET STRUCTURE: 18 RCP STONE
BOTTOM 20.0 10 III�-
.
PIPE OR DITCH 6" 2 -0 6 !-_, '!-1 liIll Ill
OUTLET PSRM
8" ORIFICE RIP RAP 8" ABC
NATURAL GROUND INV. 20.0 STONE BASE
SECTION A- A VALLEY CURB DETAIL.
D g d
1' TUCK NOTE: RIP RAP AND WASHED STONE TO BE REMOVED ONCE SITE IS STABILIZED. NTS
Q�'OUR HOLE DETAIL
BASIN # 2 OUTLET STRUCTURE,
NTS
-- STEEL POST
z WIRE FABRIC
FILTER FABRIC BOTTOM OF BASIN
i� TO. BE SEEDED IN
WIRES ACCORDANCE WITW
� ` P CIFICATIONS
VICINITY MAP (NOT SCALE):
8A
oRE DR
�
y
SITE
J`� sf�oo(F
Loop o RD
WOOLF- 5000
� �
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REVISIONS
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CLIENT INFORMATION:
H SEEDING S E 6" PERVIOUS GREEN HAWK CORPORATION
CONCRETE
w A 1330 SUNDAY DRIVE
61 8,� . �::; ..: :� ,_� A ., �.,� j © 6" MINIMUM SUITE 105
2:1 SIDE SLOPES ° RALEIGH, NC 2�60�
O O #57 STONE (WASHED)
4 LAYER CLEAN SAND 861-2910 Office
o ANCHOR FABRIC SKIRT TO BE SODDED 1 I=i I (=I �_ SUBGRADE �.
4„ AS DIRECTED BY ENGINEER IN -SITU.. MATERIAL III=III=I IN SITU SOIL
fi
tilt!
NOTE: SUBGRADE MUST BE EITHER SCARIFIED, RIPPED, OR
TRENCHED TO MAINTAIN THE PRE -CONSTRUCTION
SUBGRADE INFILTRATION RATE. a_�
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND SHALL HAVE A MIN. OF SIX LINE WIRES WITH
12" STAY SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE ENGINEER.
3. STEEL POST SHALL BE 5'-o" IN HEIGHT AND BE OF THE SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
AREA #
TOP ELEV.
BOTTOM ELEV. B
1
20.5'
16.5'
BASIN DETAIL.
NTS
PERVIOUS CONCRETE SECTIO]AE� IVE
�� p��
NTS
D NME
SHEET SIZE: 24 X 36
NECKED: CDC
DATE: 04 / 22 / 2013
APPROVED: CDC
SCALE: 1" = 40'
PROJECT NUMBER: 2013-001
DRAWING NUMBER:
C-3
3 of

NOTES:
1. AREA = 9.93 ACf
2. SEWER LOCATION AND INVERTS TAKEN FROM NEW HANOVER COUNTY
AS -BUILT PLANS. ELEVATIONS HAVE BEEN ADJUSTED DUE TO A
DISCREPANCY IN THE VERTICAL DATUM.
3. THIS TRACT IS LOCATED IN ZONE X ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, PANEL 3169J,
MAP NUMBER 3720316900J, EFFECTIVE DATE 4/3/6
4. UTILITIES SHOWN ARE LOCATED FROM ABOVE GROUND EVIDENCE ONLY,
UNDERGROUND UTILITIES EXISTING ON THIS SITE, IN PARTICULAR COMMUNITY
WATER LINES, ARE NOT LOCATED.
5. DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO
THE SAME VERTICAL DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL
BE CONSIDERED ASSUMED.
00
78,52...
VOTE: TOP OF BANK
JSED FOR DIMENSIONING
N
iJ
I�=�ItTRATION BASIN N0. 1-
SCALE: 1 "=40'
SCALE: 1 "=40'
INFILTRATION
BASIN No. 2
30.14
v
NOTE: TOP OF BANK
USED FOR DIMENSIONING
PK NAIL 16 1 / -0,\ I
0.
c EMERALD FOREST
v / SECTION 5 & 6 PHASE �9 153 169 EMERALD FOREST
�., ONE M.B. 36, PG. 253 OF SECTION 6 PHASE 2
Fys M.B. 39, PG. 25
N( - rn
20' PERIPHERY BUILDING SETBACK C5D
\ � � 168
159 z
N45'25'04"W N49'59'30"E N49'55 1 "E
81.13 --y 327.0
I o� 3 REBAR
15.07 r
axi
.: .
r
Ip- - - - - ------ --- v----------------- ---` -- ----- `- - '��/
T 1�4" CRAB
_ -
„ I; f 1' I I I I I I I I IkPPLE 22" � AP E
s MIMOSA
NV 19.44 P x ' } � I { I I I I I � �\ as
�C'; I` 1 ( LOT 1 I I I I I I DOGWOOD I I I I :- --. LOT 6
}I I 11,802 SF { I I ( I I I ( d = T I 10,011 SF
\ a r "
I I I 1 LOT 2 I ( LOT 3 I I INE-
LOT' I ( LOT 5 (,_ ( 28" PIN I LOT 7,-* I i
t-Q I 10,033 SF I I 10,022 SF I 1 10,017 SF , I I 10,012 SF % xI ' "IDOGwooD ( 10,500 /5F ( % �,'✓ /'
! J: MIMOSA I I I I I I \ I i - I �"' DOGWOOD 19" PI� E
-: { I I I I � I �� I I 19" PINE
,
162 �O, , I I I CI 3 10 ,11 MAPLE - CI r NO. 5
O 4 CONCRETE SIDEWALK t } ° °� I I SDMH N 1 21 OAK I ( 8"_17,10" MI PL I RIM 2 .5 1 1 -� _;_ 18" DOGWOOD I RIM 2 .� f
-� .� 1 l RIM 20. { I ;_ I I I I INV 17. I I I �� %"f
22" PI E I INV +6.85 f y
9" HOLLY 10" AS \ 30 ASH � � /
EMERALD \r�} 1 I INV 17.------� I------- ------- APE I------- I---- --- �---� J /�
FALD FOREST x } 11° PINE \
SECTION 5 & 6 PHASE I �; I I % SMH-�\
Ex. SSMH NV 15.411
ONE M.B. 36, PG. 253 ! } '' 11o"CEDAR
,,;�,� � INV 16.58f�
\ BENCH MARK NAIL �;' I, I; I/ / 9" MAPLE
IN UTILITY POLE1\I OHE '
161 7SRIM
ON 25.0 _ DMH N b<I ?oHE-- ----- fil6E-'o -= - _ - - - - - - - - -Fy_ U 8--�� 22.2 I I - _ - - -_ - ' i '
V 18.0 i { / (45' PRIVA R/W) ` /' ' 1
. ;
O
18AK
s �
} x
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r
FENCE ENCROACHES 1.1' CORNER NO MA
X 3 , f I, �� / 1o"CEDAR CI... F RIM 20.
CCESSIBLE / ( j 1 MAPLES
RIM 20. I I INV 7.
20' PERIPHERY '� I ,
,� cn \ CI No. 1 I INV 17.25 �'� { I 7",11" MAPLE.
\ BUILDING SETBACK , : r� (\ RIM 21.5 LOT 8 I I l { I LOT 1 i w
I I j LOT 13 10,170 ;SF 15 MAPLE 1
1( INV 18.5 10,066 SF I ( I I t
,,�'.� / .i x I I I I' 10 105 SF } I I 1
'S y' f ' x' ; 5,� ' 15� �P �:: ; , ' W
Jr I 112" MAPLE - 19" MAPLE i -
/
��` L
A/ �/` 11' I DOGwoo�---�---------J -- T I i
PAR LLEL
PAR ING
Q{ ( I I LOT 15
` O I LOT 9 ( LOT 12
egySHORe o
P� S ITE
Q
J`' '�/O pUND Loop F
t�A10DLE S
Q� � Zoo
ENO
U
LOCATION MAP
A, P PR M D NTS
WOMB-! DIMrt�
�-A _
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� VEl
2 y o1
(01V
71
lb
I
REBARi I A
I
4
i
r"
4' MULCH PATH
y'9 If i1 �
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30 u i
� � - I ; • ' I X r�T•i I
rn j EMERALD FOREST M.B.
39, PG. 25
SECTION 6 PHASE 2
MIFF
TRRATIN 1,17
Z
x
s"°s"AAPLE 24" FES INV 16.5
1 I IW/10'x15'x18" ED
i
X 2 PECAN f�/
`' ; I -x I
16.5
CI No. 7
1, ;' 0. f _ 1► RIM 20.5
INV 16.65
PROPOSED SCOURHOL
EX. SSMH
INV 10.4f
141
I
30' PROPOSED
i 28" MAPLE ; UTILITY EASEMENT
I� x EMERALD FOREST
A ; ' 140 SECTION 6 PHASE 3-B
20" MALE / _ 1 ` M.B. 41, PG. 291
�'2 ',� `I t 24" FES INV 16.5
W/10'x15'x18" ED
PROPOSED S COUR HOLE
1 sy � P x
10,168 SF I I 10,150 SF I I I 10,687 SFj
SDMH No. 4
Q I I ( ( I { � / I t , ��•� � • � ts RIM 20.5
\�, L-----------� ---?/ INV 16.6
FENCE ENCROACHES 2.0 - ���, K�`
LOT 1\7
/ ,... , ..... ,....,. _.-...., :. .._. . .... .. _ ....mot. ,g .. -
I r
i. _ Y
-... a .,.:,.- ._ . ..... _ .._ .. ...,.".w .. , ,. .. .,,. ... ... -.: ..: ,_ ,:., ' . .... . . � 3 ,. .... W.. _
.. .. ... .. ,,... . . _ �'�...._ , .......,. � j i.e. . _. t<.,- _... _. , _ _ .. ,...::.. .,.. . ., .. .c .. -.. , _ e ._.-
v t
1 -_ ---- --- 11 665 SF
1
__'.. -I I a / / I SEWER EASEMENT
I ( � � -I LOT 16 l / /�
vi MaP I , I ( I 1 CI No. 12 9,762 S 1 ; �o�� / .�
( I 9" OAK I I ( ( RIM 20.5 J CI No. 14- I ----_
LOT 11 / V 17.4 -' �' \ RIM 20.5 I /
IN
LOT 1 0 1 1 20" MAPLE ( / / I /
I 12,732 SF 29"ASH r , 1 �l / ENV 16.75 20' PERIPHERY
22" oA <- `� ,. {\ 11,785 SF
�`14 G < _ SDMH No. 4 i 1 / BUILDING SETBACK
EXISTING WELLHOUSE; i / y
i/ •- X � n � ( / n u u u /
ELL AND TANK - '`-
p , � �,, � 24 OAK CI 8 I I 6 ,8 ,12 ,13 MAPLE i�I 20.5 � `� J �/'
Q \ �.. r' ( „ 1311ASH _ _ - -- _ __/ 20 MAPL \ M /� <v FENCE ENCROACHES
RIM 0.5 20"OAK{ ( 12 (ASH CI N 10 ( I L ! f i ;NV�16.9 V o �/
u'j, , ,y; i' , -E r ; �►l INV 1 .0 I RIM 20.5 I - ,�f \ -L - w�/ I EX. SSMH
CJ r I 22'OAK
--' _ INV 9.77f
SSMH I I INV 17. _jP.
j�,0 Lji t f m I I INV 81 f L - - _ - - �ii �� K-- 18 MAPLE •i--�'r 12",12",17"OAK __ -- x -Pb
3 ASH / �. - N
O __ - - I
{�!�'� ��` 15" •, `32!' .I `` =� AK _ , n„ ecN 14" ASH -4 .'--.y.� r' __`-- ,,,.y ..►•'
2 1"ASH ; ,�O h - - _ lo
CO ' - ` ti`IN 1 / ` } "} I m
_ ___-- Q
_ r
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x . o
- -CCO-
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PtE� 1 I
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,� �K i Pit �.l _
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14'�;x}' % �.\ - - - - - .- .- = _� 3 LT 18
I`
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MATCH EXISTING / ,� %, ;� - - - -- - - - - - -- _ _ --� ' 1 I
� �„`. ,,. X, ,� /�.f � � - __--.._. - -__ ___ __- ----- - ___- __-.. --`-' _,_ `= a=---� ,.-�` � j-' �� 14" MAPLE'S, ` ` t � ' �/"7 c0
ASPHALT GRADE 23.Of f - - - - �' J
� - ( 'J`i. n,-. -� =OHE- -;- CI 11 12",18"ASH ,� ,i 1 12 ASH \1 "ASH ry \ \ \ ( ,� I
LEGEND �,.` c _ _ _--,� 12 14 FISH 14 SH i �`bD
' 4 ' /U; CI o. 9 - - _ _ - " RIM 0.5 �1 A "' �'` \ ! ! 1 fio P�
r'�--- -- EXISTING CONTOU 50 TEMP RARY _ ,1�LE I 1 i _
'COAK \ - v 33 ASH \
---- - ,, \ , �. ,,,.,� /� RIM 20:5 - „ 32" ASH INV 1 3 I LOT 21 t - \ \\ !
CONSTRUCTION E RANCE oN . -
29.63 TING SPOT LEVATION�` ; `!; -1NV 17.85 24 ASH v - _ --� I I I I 18"OAK r - 19"`ksH \ �;- ! I Dc�'
EXIS ,..,�., / _ -1 - - - - - _Jr 10,052 SF 1 I OT 19 \ I { '� P
i
EG Q\ r r i I I I I 10" MAPLE I I 1 LOT 20 1 ,�-, +,1�' AK ' \ , , I • ,�'i P`�
.�� PROPOSED SPOT ELEVATION �. \ . C'`�u `� ,% / 1 24" )AK LOT 2 LOT 23 I I 1 I I 9 858 SF'' 1 11,619 SF �,Q-
�. 24 APLE MIMOSA 1 , " \ ! .
r f \ LOT 25F I 1 8,968 S I I -, 8,914 SF 24° �sH I LOT 22 I I I I I 12 As l \ f /� I r I o
DROP INLET w/INLET PROTECTION' 9, S I I HOLLY 1 9 233 SF I
® \., •�Jf i1 1 I 11 OAK I I ` 20 ASH \
W R RUNOFF DIRECTION \ I 1 1 I I 1 `"\ I
�- -�-- STORM ATE 13 oAK� ,� -(a __ __ I , j � -, 1U ASH
30"OAS I I I I I i _ 1 I
CONCRETE AREA 1 I I h ` \
1� AK 1 1 I i \ 24" MALE
(175) LANDSCAPING w/AREA 20 oA„ OAK I 1 I I - - -.. �- -- f 1 % - - - --
„
' 13" OAK - -� 1 -� 9' ASH
_ L
2 L
DISTURBANCE
w 13 OAK - - - - / _ �y R -
LIMITS OF DIS „ , 15IOAK I 1 J ` - L_`
fix' � � A
11 ASH - r -- EIP„
-�- - - \ N47 22
T 19" OAK �_ �� 4" OAK - _ .. < �► '
-- THICK BRUSH
r.. ,�
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RAR 4
EMPO � � 8 oAK - ; : �� o... �� u < � _ �. �,. � .,f 27
X X T _____-- NO TREES LOCATED- _ -r- _._ _. > - 31 4 S472 3
< 7"
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�� FENCE EN In' E Ir ED
ZCHES 0.4
" 20 PERIPHERY SHED ENC ACHES 0.7 P,DRICK
15ITE P- ``� BUILDING SETBACK
1 - 40 �' BK. 11 K PG. 1542 JUL 2 a 2007
�\ 4' CONCRETE SIDEWALK
BAR SCALE 1„ =40 / THIBODEAUZZ BK. 4739, PG. 7 ��
PROD #
40 20 OP 40f 80 120
REVISIONS
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:DATE 06-28-07
DESIGN PGT
DRAWN JLR
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SHEET 1 OF 5
07005

-OHE--- OVERHEAD ELECTRIC
0---) UTILITY POLE WITH GUY WIRE CHARLES
a
BK. 4977, PG. 1301
® FIBER OPTIC CABLE MARKER ` \` `� \
® TELEPHONE MARKER NOTES: N
x
N '
9 UNDERGROUND POWER MARKER 1. AREA = 9.93 ACf
N �
COO SEWER CLEAN OU T 2. RATIO OF PRECISION = 1: 10, 000 + \
MH R MANHOLE NEW HANOVER COUNTY \ `�
� SEWER 3. SEWER LOCATION ,AND INVERTS TAKEN FROM
x 2s.07 SPOT ELEVATION AS -BUILT PLANS. ELEVATIONS HAVE BEEN ADJUSTED DUE TO A
DISCREPANCY IN TEE VERTICAL DATUM.
'A TED IN ZONE X ACCORDING TO
�. THIS TRACT IS L0, o O
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S A�� �Q�
FLOOD INSURANCE RATE MAP, PANEL 3169J,
MAP NUMBER 3720316900J, EFFECTIVE DATE 4/3/6
UTILITIES SHOWN f'RE LOCATED GROM ON T ABOVE S! TEROUND EVIDENCE ONLY,
N PARTICULAR COMMUNITY
T i TI ES E
UNDERGROUND U �'
WATER LINES, ARE NOT LOCATED.
6, DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO \
THE SAME VERTIC l DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL
BE CONSIDERED A S-SUMED. \
�1
8q y�y
OR£ pR
S1 TE
t1N0 LOOP RD
J Off. MIDDLE SO
SAND `
LOCATION MAP
NOT TO SCALE
PK NAIL o \ V6-n/
2 - EMERALD FOREST _ _ 1 EMERALD FOREST
I / ' SECTION 5 & 6 153 SECTION 6 0�
Q� j - �\ \ C ` (169) PHASE 2 �` /O --
Z PHASE ONE o
/ v M.B. 36, PG, 253 \ \ M.B. 39, PG. 25 2 (16 7)
r"\,v
m 155 VIA
168)
Ac
rnLu
(159 ) r�
Z /hh N45'25'04"W N49 55 16 E 327.04
/ ° N49 59 30 E 381 13 REBAR s►
� _- ---- --- _ - _ --- x 23.41 x 22.61 x 21.os x 18.74~-
+ IN V 19. 44 x 22.59 x 22.62 '' �2 +? -- x 23.16 x 2 .34 \ x 19.80 x 70 / 17.89 ��, ( 149 )
` 1 � •� `� PIPE " 30 PINE •� m
x 22.69 'Q % 23.27 22 MAPLE x 3.05 2�j t?, x 20,77 / x
\ / " x x 18.36 16., 89 15.38 , �
\ y j MIMOSA �7" DOGWOOD TAPE LE g s ryo 19.70 � rn
1 %22.56 �ti x15.ss
EMERALD FOREST
\ 1
� SECTION 6
x 22.63
f x 22.94 x 23.11 24" PINE-"! lct' $ -' 1 PHASE 2
x 22.55 x 22.81 ��� 28" PINE ��' k 17.82 % 15.33 1 M.B. 39, PG. 25
\ " 1 o° x 16.55
I / 7 Docwoo0 �- M �, _ „
° a
« ^_/ ., x " c� c �.i 6 ; 7; 9" MAPLE 21 PINE
cS y MIMOSA x 22,61 8 ,1O MAPLE a 7 DOGWOOD N Q i 9 PINE N I
I
(16 a) ! 6" 10p 11 " MAPLE N " ' x x 19.49 ' L0 -Q
\ 0� a 19 PtNE
% 22.97 `�_ x 15.68 � �
" x 22.12 x 17,52
� 21 " OAK a 8 DOGWOOD co 1
x 16.26 \-\ I -'
a ^ x 22.72 v « 22" PINE n 4,� « p f /zt
n 10 ASH 8 30 ASH o g. tt /
\ 2. I� ,� ti a 22 P£(AN
b h x 22, 72 9 HOLLY x x 22.72 " �\ + E-rj
22.63 9 MAPLE ,� " � x 16.15
x 22.74 11 PINE x 22.75 \
10" CEDAR AM114x 1.77'
rt 2 \ 1 *�_z
\ ' x 22:57 x 22.77 x121.05 ; 7 1�
EMERALD FOREST10.
\ t9,r ,,� x 22.84 't.h«r' x 20.89 20 �a k �`"*
SECTION 5 & 6 \' �''� r� BENCH MARK 9 MAPLE
* c0
`� " x 22.70 'o 7" CEDAR �l
PHASE ONE \ 0. NAIL IN UTILITY POLE co OHIr co 9 i / �; w cv
M.B. 36, PG. 253 \ ELEVATION 2 5.0 Co QNE x _'
.,j 93 -18 -- - � -+� -_ �25� 2`L2 �1 22.17 ,tiny ---x V_ cd
OHE ._. ,, �216.30
�9 'MH \ x 16.9 INV MH
0.40t '
GRAVEL ROAD INV 15.41 ��5a /� t.)
\ INV 16.58E Z95 ✓ _ - _ ..; k -,-�- ___�__ - �l 1i7.0a
(16 2) / -' --�
(161) \ /- / -� 2 x 22.80-+- --, 2 `�`' CO ?�3� `'? '��4A CQ �..,�_ J x 16.51
1 _-- """'� c3- - --Ta �� ? eo y u r 18" OAK / �
\ 0 23.24 + -'' O Or c0 9s x 22.49 10 , i2 MAPLE \ � �71 1
° ' 13 "E �4.96 j %� ac0 l fm
N 48 3 7 J � •� �. t 28" MAPLE %
93.96 z4. d x 21.51
x 22.62 x x 22.75 1 x 19.28 x 16.85 +
CORNER NOT \ �5' 7 ? /� 22.a1 « x 20
/1 x 23.12,I x 22.21 i4 MAPLE s
ACCESSIBLE % 23.08 x 22.97 141 x 23,01 x 22 85 x 23.14 Q x 17 6
�O
Ingo, '� d
0
�, �1 x 23.19 + au, a N 23.09 ` x 22.70 17" MAPLE
'� 2�'' c'�? a; �' 10" CEDAR ` ( ao
u, 0 1 x 17.64 �. ` (140
z��� x 22.59 x 21.85 15" MAPLE 's 20.07 20" MAPLE / x 16.38 .-�
FENCE x 22.89 7., I
••� '� ,11 " MAPLE x s.to
ENCROACHES ` J �� ® ,
24.58 y ! e3 try 12" MAPLE 19" MAPLE t3 l x 17.52 x ls: ~ 22",24" MAPLE
1.1 x 23,11 \. x
x 19 6 / x 15.2
+ ' .,DOGWOOD x 23.07�'� 2� Q'� x 22..40 x 22.61 I x 20.97 ,' f x 15.20 x 3
�, / i
p:' ��� a 22.96 \ '` / `' % % / 15.90 �� `� EMERALD FOREST
V, 1�� � 22.5511 + x 22.95 x 22.08 / x 16.83 40 x PIPE SECTION 6
x 22.86 x 21.64 f : i 18.95 18.01 v 14. 4
2A�47 i 90 . 22
x
�.:- PHASE 3-B
x 15.27
/ n IS84 M.B. 41 PG. 291
ti x 23.1496 CRAB Q x 22.88 22.65 ' 19.00 d% ,
APPLE x \
% 22.89 Cj x 23.01 1 26 MAPLE 19 MAPLE x 14.16
\;r,�•� ��9/ FENCE DAMMED x 22.85
ENCROACHES �2 �9
x 1 .43 x 15.22
�PE X 2 ,on 2.0' CULVERT x 22.68 x 22.65 x 22.53 x 22.72 x 1 17 /
x 22.31
ONE 20" Moor c �' I x 22.96 l 1,
2.69 ^!-"�K�x 22.66
N �GVE'_L HOUSE lf' .t' Or x 22.87 MH'
I /x 19.91 19" MAPLE INV 8,94E
/ x 22.77
22,Wo « " k % x 22.42 � 22.76 • x 15.25-.-.._.._.
�. s3 TANK 16+,18 MAPLE n, x 22.66 + _
N ..
22.88 1
�� ' u►. x 22.53 16" MAPLE / �9 x �' f x 16.86 x 14.90 t� S 4.49 �..
v` x 22.3 x 22.74
x 21.88
x 22.90 x 22.52 �
W \-22 d3A x 22.81 x 20.90�20 GUM � tl9m `DAK' X 22.73 ' � � -:... ,'r• �x 22.54 >1 «.._ I .J 3 GUM 20" MAPLE t
1 4 29 ASH !
.2t ,o' 13 ASH x 16.81 ..
x 22 2� f gas '�
22" OA , �, n�2 r' g x 22.71 �
a a R h��_ j
+ ,� 18 MAPLE " 22 3 « a x 22.46 `t.wt' 1 r » 1 « 1 « M x 9.85 20" MAPLE 3
a 21 MAPLE x 21.77 « 24 OAK x 22.88 t.�l,�'
.. . ,� .• .�o .. �� so Q �' 14 GUM � t2" ASH x 222� 6 ,8 , 2 , 3 AP(E
( x 22.53 x 22.32
x 18.28 r
x 21.85 1• 20« OAK
26APLE `�q 14" GUM x 21.87 Q x 22.72 d 22" OAK a 18 MAPLE I ' - « " " l� � ��.�' 409 w +, /
� k - -' x 12 12 17 0 K �ti \% � ) x \ 4h.
+a �2 4 d , x 22.35 " " " 13�" ASH 21.61 / �A �� ��. 17.99 \. x 16.65 t L j (_) /
x 21.60 % 21.54 « " « 9 ,11 OAK 18 ASH +� - N � "8.82
w\`. • ®+ , 15" GUM ' x 12" ASH 11 ASH 12 ASH 14 ASH a ? 2 - -- q ,,it' 18 ASH a _ `y .i " �,� ''� MH x 14.16
W o
x " « 22.50 x 22.54 Q N �� _ x 19.80 cc
x 20.57 co MH x 8.07 IN , 9.77± �- a' 32 PINE. 16 GUM x 139 i
a� 10" GUM d? `� x 22.22 `Lt�c' ' x 22.23 __- ---- co _ 90_^'"' _ INV 13.26tOAK
W " r 22.13 " n %� - '` - _ __ _- x -- �` -"� 31,3 p 4" A L LJ
� � 10 GUM � 24 0�-� _..---- _ `� � 21 ASH �------ • -. � �- �8s • 8t � .,� 19.15 MAPLE
NN _-+- -----
a * 7 � N lv �_- X-?1-s= - ?alit MH �--- GRAVEL ROAD ,��ti L $ 2a ��� 12" MAPL x 17.08
\ x w 16,18 MAP • �, Ina ryN INV 15.81 25 -�-�Z -. - -+- � Z1 Zs 6� x 21.18 co
+ 2 119
,� x 18,67 17.95
22.14 t �y 2'� .-- ---- """'__---...- 2 CO + 2 • `0g � �
15" GUM rye,. __. �- % 21.51 E ,� % x 21.29 0�` �0. ` 2 N /
, ?, + ----- lie 14" MAPLE o cn f f'
x 2� •g5 - 4c„ - - dd " " % 22.22�2.25 1� 12" ASH 19" ASH _ J J
a .. OHE x 22.42 �'• "t2 18 ASH " " « �, Q h 0 /
? C - `��- 12 ,14 ASH 14 ASH �0 \ x �`'�
18° ASH 33" ASH x 22.49 'we 14" MAPLE x 22.57
" " 32" ASH x 22.32 „
24 OAK 24 ASH v 18 OAK
" x 24" ASH 10" MAPLE x 22.67 x 22.10 x 21.68 �7 19" ASH 14" OAK , % t .36
N °1� / � 138, f
18 DAK
o x 2�•49 " 22.35 24 OAK x 22.25 1<114 Y MIMOSA % 22.73 \ 12" A " �N�
j ,p 24 MAP 2'a'�LEGEND, O 'u•r' �P `2rta' „ �� 20" ASH x t7.16 !/
% t 1 OAK � / , ��
• .: �t � + 22.43 � yg• ....{
��� ?2 x 22.58 x 22.89 , x 21.53 d Q i0" ASH �` 1g �'`ry rn
Cl CONCRETE MONUMENT `' ji OA �> 3a" 0 22.47 x 2z.45
\ © /
"CONTROL POINT �h ry sue. 24" MAPLE w
9
. `' o B 14" OAK , A 3' Gr
a " AK 3" OAK r g ---' _ _._ :' e `,� nrry + 9" ASH d /
Q EXISTING IRON 20" OA 1s O t
Al °' o x 22.9 + / 24 MAPLE
x 22.50 N ryN ti�O x 23.45 / ro0 by 1y�•
SET REBAR \ ate► N.38 ti"�'
n 15" OAK 13" OAK �`O ,
"` °� �, x 22.18 " 11 ASH �. ?� 8g 4-77
FENCE ENCROACHES 0.4 o" ,�� ,�
CENTERLINE `'V, ,45, 19 OAK a o a „
OAK TREES L ATED) 4" OAK S47 2 27 W 174. � N47°22 27 E PIPE
N 19 OAK Z Et $ x x 23.18 x 22.91 �►
w x THICK BRUSH (NO TR_E x 22.72 S47'31'44"W 35.94'
X FENCE .a, 4 a •2� x 2z.917//A' 10 a 12 oAK ,� 411.38 i � IPE PIPE BAR
-ss- SANITARY SEWER MAIN S47 31 22 SHED EAVES , 42.87' TATE
PIPE + .28 ENCROACH 0.7 BK. 855, PG. 415
O�N)G 1
Off.
LOCATION OF EXISTING IRONS
FROM DETERMINED BOUNDARY &
CONTROL POINTS
IN ADJOINING
SUBDIVISIONS AS
SHOWN
1 BASE CONTROL
POINT
2 LINE CONTROL
POINT
S09'55'56"E
0.07'
3 S01'02'33"E
1.49'
<4-> N 49'55' 16 "E
0.14'
5 N88°53'15"E
1.09'
6 S68'39'55"E
0.30'
PADRICK
BK. 1164, PG. 1542
B OUND A R Y & 7_u`P 0 I
SURVEY
FOR
JIM HUNDLEY
BEING ALL OF THE SHORELINE, LLC TRACT AS RECORDS) IN
DEED BOOK 4331, PAGE 634 OF THE NEW HANOVER COUNTY ;?EGISTRY
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE: 1 " = 40' MAY 25, 2006
�1��'�,�` CARpl� �,,��
�� 4 SIO
a SEAL C. I. GLOVER COMPANY, PC
L-4090 426 RIDGE ROAD
z WILMINGTON NC 28412
S `�•. [phone]
�141111 i1ri�t� 0' 0 50' 10

B,q OR
so 4
SI TE
LOOP RD
F s MIDDLE g0UN0
eobb
�v
LOCA TION MAP
NOT TO SCALE
a-7 D05
. f
�PK NAIL o V� '
\�l EMERALD FOREST �/ ,; I
/ / I 1 a - - _ EMERALD FOREST
c3, SECTION 5 & 6 \ \ (153) 169) SECTION 6
/ ' a PHASE ONE �'po PHASE 2/co'�.
�- M.B. 36, PG. 253 M.B. 39, PG. 25 (16 7)}
m (155)
/., (168) _..� , o
I Z�. _. /
/ ( ) ` .,� /
150)
N45'25'04"W N49'59'30"E N49'55'16"E REBAR s
1 3$1 13 327.04
Q
15.07 .mawmwawma" cm
y.
s �
a
,.
/ �--- - - x 1
18 RAP _.._
7N V 19.44 ___.----�_ .._ x e.
21.as ��
23.41 _ _.�..__... 22.61 74
t
x 22.59 - x 23.16
J^-
' L x 22.62 ?_-_- +?? ? x 2 .34 x 19.80 x 18.70 17.89 { 149 )
�w ,PIPE 3O P► E►
x 22.69 d 22" MAPLE + \
pry + 1 x 20.77 / 4 m
MIMOSA " x 23.27 ?�� x x x 15.38
7" DOGWOOD 14 CRAB 19.70 18.36 16.89 m
APPLE x 22.58 ryo�ti x 15.85 ' EMERALD FOREST
x 22.63 ,^ SECTION 6
r
24" PINE .�' $ PHASE 2
\ x 22.55 x 22.94 x 23.11 c"��
tt x 22.81 28" P1NE `�I } x 15.33
�� a1` 17.82 M.B. 39, PG. 25
-- N 7" DOGWOOD x , sss
1 `M `2i" PINE
6-► " / X 6 r`� 6" 7" 9 tl M`APj E ,
(160) MIMOSA x 22.61 8 ,10 MAPLE r -- - 7" DOGWOOD N a 19 PINE ;' N
x 19.49 / -P
\\ 6" 21" OAK x 22.97 - 10 ,11 MAPLE d N 19 PINE ' <� x 15.68 `- cn
8" DOGWOOD x 22.12 d x ,7.52 r
\ �I o x 22.72 d � ^-� �
`. x t6.26
10" ASH 22 PINE " ASH o �� " tr>
�� x 22.72 9 HOLLY x X 22.72 9" MAPLE d �\� 30 + ti � �� ct 22 EECAN ��`� -rt /
22.63 x 11 PINE X 16.15 1
- 10 CEDAR 22.74 x 22.75 x
EMERALD FOREST x 22.57 j/
2L77
x 22.77 x,21.05 IN,
x 20.89 2 '
SECTION 5 & 6 \ �,y` , x 22.84 »� , + ---1
PHASE ONE \��oBENCH MARK Y POLE s MAPLE CO x 22.70 nN 7" CEDAR co / CO
NAIL N U TILI T I x
M.B. 36, PG. 253 \ ELEVATION 25.0 orlE\"zz
g �°
OHE 'coCO 9� �8 OHE % z27� - --,-2 222 I �� 22.17 �L �' `°
el 16.30
7-RH
79MH 97 MH
GRAVEL ROAD INV 15.41t �s�g " 16' INV 10.40t /� - -
162 r - \ INV 16.58± 2 a5 �_ - _-__ _ �.. \--- 7.04 � 141 )
�_ z - _ _
/ ��
\ * _ �.. �.f- x 22.so , 3 �2so 2�s' c0 ?3s ??� ,. " ,�� f8" OAK
co-- _ / x 16.51 N
\ / 23.2o a p�, ` CO ss x 22.4s 10 ,12 MAPLE / to
\ N 48 3 7 13,E 4.96 co \ d d
• a 28" MAPLE %
93.96 l
d x 21.51
/ ! � x 19.28 ,.
CORNER NOT \ 5' z4. 2 �' x 22.62 x -. 0.7 x 1ss5 +
Q ti .72- x 23.12 22.81 < 5 x 22.75 " x 2
\ ACCESSIBLE % 23.0s '' x 22.21 14 MAPLE
s
-- /23.09
x 22.97 d x 23.01 x 23.14x23;19 + a ^' o N x 22.85 x " x 17 6?x.2��" , 22, 70 17 MAPLE `
0 Ln 10 CEDAR 1 o0
of ��' ' j \40)
2� �� X 22:59 x 21.85 15" MAPLE 20.07 ' 20" MAPLE x 16.38 :°� -
�i' '1 FENCE I \ d
x 22,89 7" 11 ° MAPLE
ENCROACHES , x B.10n
24.58 d \ i2" MAPLE 19" MAPLE d ® x 17.52 / x 1 / 22L 24" MAPLE o / 1.1 x 23.11 Jx
\ ,�4, + XDOGWOOD 19 6
00 5 �' ��' � 22. 6 �' 23.07 ' ` \ x 22.40 x 22.61 / X 20.97 x 15.20_ - x 3
\ i22.55 x ✓ _ , / 15.90 `� EMERALD FOREST
24147 i PIPE SECTION 6
i ,:} x 22.86 x 22.95 x 22.08 x 21.64 18.95 18.Ot x 18.83 ` v x 14. 4
X 22.90
O ; " ! x 15.27 PHASE 3-B
-CIF x 23.14 fi CRAB p
x 22.88 j 1s•e� 5 M.B. 41, PG. 291
5g APPLE Q x 22.65 19.00 d d
\ / FENCE x 22.89 Q x 23.01 26" MAPLE a x 14.16
\ x - 2,.8 � 19 MAPLE
�IPE i;
ENCROACHES . 22;79 DAMMED x 22.85
� ys;cP 2 o CULVERT --.j ,
x 22 53
xt .43 xt5.22
" ENE x 22.31 (i x 22.88 x 22.65 x 22.72 x 1 17
2.69 ; 20" MYJX--- ~ + <[ x 22.96r
� 7 x 22.66
\ N �iNELL HOUSE0
/ram_ C� x 22.77 x 22.8 MH
i x 19.91 ,,
19 MAPLE INV 8.94t
x
N\�� s3 TANK 16� 18a MAPLE x 22.42 22.76 x 22.66 15.25 ' + q
\� ': '4''• t1' / ? x 22.88
x 22.53 16" MAPLE ` x 14.90 �,
' / x 16.86 4.49._.
p \ x 22 .74 x 21 88
w q IV
x 22.90
\X. x 22.52 /
22 (I
.:. x 228i x 0 1 r__
20 - GUM ; t._, 19 OAK _ _ _ 20,9 . �� _ _.:_.._ _.
x _ _.. _ J x' _ r 1 �.!
�)
1 _13 .. .._ t . .. n 20 SEiNEf� �
2 GUM EA
_.. 1 sE
Ew T
_ _ _ 2
x .- s
2 .21
_ z d t . -r-
n AH \
cA 29 13 AS3 x 1$.81 .'
\ `22 oA .. ; 18" MAPLE r� �z �` g8 x 22.71
u' Z2 d d x 22.46 `u.c' d ' x 20" MAPLE x6 33
}
' x � �' +?�?s -• a 21 MAPLE x 2t.77 " 24 OAK x 22.88 6", 8" 12" 13" MAPLE
9.85
1
r? o Tt ( 14 GUM d " x 22.20
12 ASH - j' x t 8.28
x 21.85 20" OAK x 22.53 x 22.32 a ` U?
18 MAPLE�� ,n x 13.88 {�
/ �� x.° 1�Q U)'°
11 w /
\ 26 �1NAPtL ` 14 GUM , x 21.87 22" OAK
\ c» �3 x 22.72
/12,12,f7 D,AK < x n.s9
?2 x 22.35 x 21.61
x 21.60 " " " ��% 13 ASH \+��' \, x 16.85 1 U
x 21.54 „ , a 9 ,11 OAK 18 ASH
d \ x 14.16 Z /w�'' • �� �+ 15" GUM 11 ASH 12 ASH 14 ASH0___1
+ - "" o x f 8" ASH d _`y . 18.82
x . + �,?; ?z 32" PINE ' gc, 1 f;" GUM x 22.50 12° ASH d d 2 2 �' 94 N _ _ - ' X t 9.80 �MH ltJ
AM%x 22.54
Nw r'o t o d a _-�-- x y, x _x x 20.57 CO - �- MH x 8.07 --- IN , 9.77± �.- U m
„ �s 22.23 co -$0 (139) p'1
10 GUM x 22.22 x - ---'"" - INV f 3.26t t 9.00
22.13 ----_; - ----x -►� .52 26 OAK
•\ % X JO" GUM � '' „ ._._--._...._..� " CO--"- �.._... .�._,_.,�-.- --".-__- � x � �''"'3t,3 0 „--
\ 24 Q "" 21 ASH--,r185 3"i,'gt + 4 `MAPLE /
.17 °? N \� 21.61-�"� MH ._ _ GRAVEL ROAD 1�ti ,ti6 r,09� _ 2-____ �� 9.1s 12 MAPt x 17,08 /
f t• \ a `�+M ` o !u '*`- o .,
x o ,i6 18 MAP r INV 15.81� CO
' �j , d 22.14 a h �,?.5--,�-22'1 - -- ?182 CO 2\ Z Z� 6�' x 21.18 +OHEf 7 x 18.67 17.95
(,
GUM_ X 27.51 OHE ti _ _ " �c°
+ " �� ,y -'-" - " `r 95 _ ----- -- w `_ "� _" �`+' „"" 14 MAPLE \ ` o Z cn /
rn ._ % 21 �o x 22.22 5 �, i2 ASH ao
HE --- " n 2 2 19 ASH r
\\ 0 x' 22.42 12 ,18 ASH " " 14" ASH �' d 4P U
% Oo
� •,� •.� C ,\ � �--• _.._ „ t2 , f4 ASH .,2� \ ��. �,� � 0 �j ���
" ASH 33 ASH x 22.49 d 14" MAPLE x 2257 �."'' Z' / <
" „ x 22.32 18 S 0�5 `+ /
24 OAK 24 ASH v 32 ASH „ ,1 , �, // / r��
s ..
d 18 OAK � _< o / 01
18" OAK % 22•49 x 22.35 „ H !Y 24" ASH tO" MAPLE X 22.67 x Z2,10 x 2t.88 2T 19" ASH 14a OAK x t .3s , N •'�1 / /�< 13' ,.
o " 24 OAK x 22.25 Ot d�, MIMOSA " �' x �`�
LEGEND, ,� 24 MAPLE d x 22.73 \ 12 A
1660
x 22.43 1101 OAK \ 20ASH % t
x 22.58 x 22.89 p 1/ / / J %0
d CONCRETE MONUMENT N " " `�� x 22.45 x z1.53 d ,� so ASH �'``� �'
RECEI""ED
"CONTROL POINT" �290 A ° >>,30 Q22.47 g �� ry sue. 24" MAPLE / /
14" OAK
Q EXISTING IRON \
"4 19" OAK 13" OAK a ,y -- - ti"' / N� 9" ASHJULN x 22.9 + /� / 24` MAPLE -- .__ �� / 7
SET REBAR \ �� 2O QA 38 x 22.50 " n ti ,y°i, x 23.45 �O ` ^yR gyp• / y�
l3 OAK o A ,��o' .
DWQ r
CENTERLINE a� .
x 22.18 d " 11 ASH �,-15FN tiry ?i. 1 d " FENCE ENCROACHES ° ak
' 19 OAK o d n �` + 8s '� \ 4 QAK 91
N 4 19 OAK Q 8 OAK �' USH NO TREES L ATE % z2•174.$2' 6 N47°22'27"E PIPE ®3
X FENCE w+ k THICK BR ( x 22.72 % 23.1s3 „ �S471212711W O 35.94'
22.91 411.38' PIPE S47 $179 W PIPE
REBAR
-ss�--- SANITARY SEWER MAIN 10 d 12 OAK 5�7'31'22" 42. TATE
\� PIPE 2 SHED EAVES ,
-OHE- OVERHEAD ELECTRIC N LP
I +?? as
? ENCROACH 0.7 BK. 855, PG. 415
LQ QC�• PADRICK
BK. 1164, PG, 1542
o�
--- U IILITY POLE WITH GUY WIRE Nw o ,\ WIAKLES
ER +�? BK. 4977, PG. 1301
d FIBER OPTIC CABLE MARK
m TELEPHONE MARKER NOTES: N
x' N
4.
iS>
® UNDERGROUND POWER MARKER 1. AREA = 9.93 ACf w
co SEWER CLEANOUT T
0 2, RATIO OF PRECISION = 1: 10, 000 +
MHO SEWER MANHOLE
3. SEWER LOCATION AND INVERTS TAKEN FROM NEW HANOVER COUNTY \ \
x 2 3.0 7 SPOT ELEVATION AS -BUILT PLANS. ELEVATIONS HAVE BEEN ADJUSTED DUE TO A \ so
DISCREPANCY IN THE VERTICAL DATUM.
4. THIS TRACT IS LOCATED IN ZONE X ACCORDING ,TO rho, Q
THE FEDERAL EMERGENCY MANAGEMENT AGENCY S ,0�� 5ro� QUO
FLOOD INSURANCE RATE MAP, PANEL 3169J, \ ,
MAP NUMBER 3720316900J, EFFECTIVE DATE 41316 'Ao \
5. UTILITIES SHOWN ,ARE LOCATED FROM ABOVE GROUND EVIDENCE ONLY, \ f� ��
UNDERGROUND U11ITIES EXISTING ON THIS SITE, IN PARTICULAR COMMUNITY
WATER LINES, ARE NOT LOCATED.
6, DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS REFERRING TO
THE SAME VERTICAL DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL
BE CONSIDERED ASSUMED. \
LOCATION OF EXISTING IRONS
FROM DETERMINED BOUNDARY &
CONTROL POINTS IN ADJOINING
SUBDIVISIONS AS SHOWN
1 BASE CONTROL POINT
2 LINE CONTROL POINT
S09°5556"E 0.07'
3 S01'0233"E 1.49'
4 N49'55'16 "E 0.14'
5 N88'53'15"E 1.09'
S S68'3955"E 0.30'
BOUNDARY & TOROGRAPHV7
SUR VEY
FOR
J1 M H U N Lr)=*N L E
BEING ALL OF THE SHORELINE, LLC TRACT AS RECORDE17 IN
DEED BOOK 4331, PAGE 634 OF THE NEW HANOVER COUNTY' e?EGISTRY
HARNETT TOWNSHIP NEW HANOVER COUNTY NOR TV CAROLINA
SCALE: 1 " = 40' MA Y 25,, 2006
,��`�'•��'► CARD4I���'�,
sra
•� Q� :. C. I. GLOVER COMPANY, PC
L 4090 426 RIDGE ROAD
.d WILMINGTON, NC 28412
lt sU� r'`
s®�' G, I �0,``. (910) 792--1011

NOTES:
1. AREA = 9.93 ACt
2. SEWER LOCATION AND INVERTS TAKEN FROM NEW HANOVER COUNTY
AS -BUILT PLANS. ELEVATIONS HAVE BEEN ADJUSTED DUE TO A
DISCREPANCY IN THE VERTICAL DATUM.
3. THIS TRACT IS LOCATED IN ZONE X ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, PANEL 3169J,
MAP NUMBER 3720316900J, EFFECTIVE DATE 4/3/6
4. UTILITIES SHOWN ARE LOCATED FROM ABOVE GROUND EVIDENCE ONLY,
UNDERGROUND UTILITIES EXISTING ON THIS SITE, IN PARTICULAR COMMUNITY
WATER LINES, ARE NOT LOCATED.
5. DUE TO DISCREPANCIES BETWEEN LOCAL BENCHMARKS RE
FERRING TO
THE SAME VERTICAL DATUM, THE VERTICAL DATUM FOR THIS SURVEY SHALL
BE CONSIDERED ASSUMED.
CITY
OF WILMINGTION WATER UTILITY NOTES:
9
1)
CURRENT WATER SERVICE IS PROVIDED BY THE CITY OF WILMINGTON.
ro
�52
/
N
�\
2
CURRENT SEWER SERVICE IS PROVIDED BY THE CITY OF WILMINGTON.
...-
JG'
3)
THIS PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
NOTE: TOP OF BANK
USED FOR DIMENSIONING
CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW „MAINS UNTIL ALL
�
`O
o
f814 l.
0
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR FINAL APPROVAL".
�
N
M
41
R
CALL 910-343-3910 FOR INFORMATION.
INFILTRATION r,
INFILTRATION%
^
G
Q.
4)
ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
BASIN No. 1
BASIN No. 2
Q
��
I
SIT
E
A ER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
l
,��Pe'
I
-
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
p•
��
J M/O0�
o Loop Rp
�o
5)
IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
`ti
p�
�j0
o F
M�ppLE SOUND
sod
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
o,
Q
0
�o
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
NOTE:
TOP OF BANK
�`P
Q x
40,�A
6)
WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
./ 16.5
,� USED
FOR DIMENSIONING
m o
��
It
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY
� •
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
20.5
30.14
LO CATI
0 N MAP
CERTIFICATION" ISSUED BY DIVISION`?
OF WATER QUALITY OF NCDENR.
�
NTS
7
WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
��
�
AP RIfE
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
�,
g
�
I H AROL E W R MI-
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
INFILTRATION BASIN NO. 1
INFILTRATION
23.3 8
BASIN
NO. 2WALL
,MANAGEMENT ��
VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
„,D
�� O 1 ��� M
8)
ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER
SCALE: 1 =40
SCALE:
1 "=40'
"_� N , QI,�, v
NAIL \ \0, .��(_� -(b ­\ *��� -
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1 " = 40' � - /
� _� 20' PERIPHERY SHED ENC ACHES 0.7' PADRICK
„ � BUILDING SETBACK / .
C I
BAR SCALE 9 =40 �� � 4' CONCRETE SIDEWALK BK. 1 164, PG. 1542 � �
THIBODEAU / n y
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BK. 4739, PG, 7 SHEET 1 OF 6
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J 1,
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CROWN OF TREE IS NEEDED FOR LEAF
/-GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNING!
r�
I
DRIPLINE
1
1
P LAN
\ l
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
AT "DRIPLINE" OF TREE ENTIRE TREE. IF ELEVATION TREE CANFAIL ANDDAMAGE
AND PROVIDE TREE WITH PROPERTY.
MOISTURE AND NUTRIENTS. SEE NOTE 2 & NOTE 4
SEE NOTE 1 & NOTE 4
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-09
NOT TO SCALE
45' R.O.W.
4' 5.5' 13 13 5.5'
4" CONCRETE
SIDEWALK
1�4 1 2" ASPHALT
1 /4 1 2" SAND CLAY
tiR
TYPE „H,. CU TYPE „H" CURB
24" WIDE I 8" ABC BASE 24' WIDE
( 1 '
TYPICAL ROAD CROSS SECTION
NTS
c3
?-1 /2 GA. o m
EDIATE WIRESI u-
w
J
I
0
U �
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AN
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF TH
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
x
O
m
ALL
:Do
U
J
----- STEEL POST O§
YW
- WIRE FABRIC o
U
m (n
z
FILTER FABRIC 2"_ FRAME AND GRATE
NCDOT STD. NO. DEWEY BROS. MODEL CH-BN-2001
840,15.0 OR OR EQUAL
APPROVED EQUAL -� ASPHALT PAVEMENT
GRO ELEV. VARIES
NTS
NCDOT #5 OR #
WASHED STONE
NCDOT #5 OR
WASHED STONI
Ill,�lllii v
\ PRE -CAST CONC.
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER FLOW
io
3000 PSI CONC. - -
a.
SEE PLAN FOR PIPE
D ORIENTATION & SIZES
SECTION
CURB INLET DETAIL
NTS
CONDUCTION SPECIFICATIONS:
► 1
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
FILTERED
THE INLET.
WATE
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
MAINTENANCE
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT G INCH
SMOOTH TO AN EVEN GRADE.
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.TAKE
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE HARDWARE CLOTH AND GRAVEL INLET PROTECTION
IF SPECIFIED.
COVER SHALL STATE USE OF SYSTEM NTS
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER -
o
A A B S _
BOTTOM OF COVER
PLAN OF FRAME
2, 1,4„
V-IIg14
(V co
1' -10%81
�N TYPE N1
33/4 _ �„
l-434„
11.105/8.,
ALTERNATE
� SECTION B-B
4- 2'-0%2" -- MINIMUM WEIGHTS - LBS.
2._91n., FRAME - 180
( COVER - 120
SECTION A -A , TOTAL - 300
/ SPECIFICATION
CLASS 30 IRON MEETING
TYPE #2' ASTM A-48
ENGLISH STANDARD DRAWING FOR
MANHOLE FRAME AND COVER
N. -r.5 . 840.54
OA CURB STOP FORD B21 OR B61, MUELLER H 15174 MCDONALD 6102
® BRASS METER COUPLING MUELLER H 10890,
MCDONALD 4620, FORD SPM-21 5/8"x3/4"
© METER YOLK W/LOCK STOP 9" RISER
5/8"X3/4" or 1" X 1", MUELLER H 14118, FORD V42-9, MCDONALD 18 SERIES
METER BY THE CITY 5/8"X3/4" or 1 " X 1 " 8'
WHERE R/W WIDTH PERMITS
01, CAST IRON METER BOX _
2V
28'
60'
30' RADIUS
30' RADIUS ,-10'x7O' SIGHT TRINGLE
-(1y,,P-)
ca
m SEE N.C.D.O.T. "MINIMUM CONSTRUCTIQN it
STANDARDS FOR SUBDIVISION ROADS
N
TYPICAL 60' ROAD PLAN
HARDWARE CLOTH
OPENINGS)
SECTION X-X
BENDS & TEES
2-2 1/2" HOSE NOZZLES-
6-60 degree threads per inch
4 1 /2" PUMPER CONNECTION FACE--,,,,
TO CENTER LINE OF STREET
4 1 /2 " Steamer Nozzle- National Standard
4-60 degree threads per inch
WORD "WATER" ON COVER ---\
N
w
C.I. VALVE BOX-4 >
GATE VALVE MIN. SIZE 6"��
TURN RIGHT TO OPEN m
HYDRANT MUST HAVE
BREAK SECTION OR
REMOVABLE BARREL
I FBURY LINE FLUSH
WITH FINISH GRADE
DRAIN
CONCRETE PAD
NOTE: 15" X 15" X 6"
1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT
BRANCH LINES
3-HYDRANTS SHALL BE:
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN
DARLING MARL 73; OR APPROVED EQUAL
GUIDELINES FOR STANDARD HYDRANT
SD 4-01
NOT TO SCALE
. . . . ...._,...
VEGETATED OVERFLOW
TO SCOUR HOLE
. -. .
MIN.
A A
X
PLAN TEES
PLAN & ELEVATION PLUGS
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
NTS
STANDARD THRUST BLOCK FOR WATER MAINS
SD 4-10
NOT TO SCAI
C
N 1
rn B I
PERMIWENT L REINFORCEMENT
Z, MArnNc (� INSTALL LEVEL AND FLUSH
PIPE OR DITCH W/ NATURAL GROUND.
TYPE "K" SOFT OUTLET
CORP STOP: COPPER TUBING
MUELLER H15000 A A
FORD FB 600
MCDONALD 4701
SADDLE REQUIRED FOR TAPS ON W W 51
D 2.
PVC AND DUCTILE IRON WATER MAINS MI"' M. 0
- -
SMITH-BLAIR 317, ROMAC 202S, JCM 406 SQUARE PREFORMED
SCOUR HOLE (PSH)
NOTES:
6-INCH TO 9-INCH CLEARANCE REQUIRED BETWEEN RIP RAP IN BASIN NOT SEED W/ NATIVE GRASSES AT INSTALLATION
BOTTOM OF METER BOX LID AND TOP OF METER SHOWN FOR CLARITY
"ALL SOFT COPPER CONNECTIONS ARE TO BE FLARED OR COMPRESSION" F/<
C PIPE OR DITCH
S<O/J OUTLET PSRM
» _ NATURAL GROUND
_3/4» OR 1 RESIDENTIAL WATER SERVICE
LINERS
SD 4--04 A A 12"THICK W TH FIILTA FILTER FABRIC
_x
NOT TO SCALE 5 cK
W
QJ S0•
SCOUR HOLE DETAIL
J NS
' SEE PLAN
6MI
2" - 3"
COARSE AGGREGATE
' SEE PLAN
5' TEMPORARY (FM'RAF' FABRIC
°
a�� APPROVED X OR
CONSTRUCTION ENTRANCE ENERGY DISSIPATOR
NTS I. NTS
* IN PAVED AREAS
USE MONUMENT CASING
2" CURB STOP WITH 2" PVC PLUG
METER BOX* -
(MONUMENT BOX IF IN PAVEMENT)
45 DEGREE ELBO00
6
z
0
2" IP BRASS PIPE & FITTINGS
Z_ 2" CORPORATION
SD 4-08 2" BLOWOFF
NTS
2" PVC 18" LONG /IP COUPLING
STORED IN
4" PVC PIPE 24"LONG
t- STONE
STONE
ICONCRETE BLOCKING
A" oDcnA07 nnr.lnot- c- r�nxxD
HYDRANT 3/4" GALVANIZED RODS 6" PIPE , JOINT
0 0 M0.0
°o QO TO MAIN
0o
HYDRANT LUGS BOLTS RETAINER CLAMP
JOINT RESTRAINT HYDRANT
TO 1ST FULL JOINT OF PIPE A
3/4" TIE BOLTS
HYDRANT 3/4" GALVANIZED RODS
0 0 °N
0oW
a O a 00 z
0 0 ° a °
TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR HYDRANT JOINT RESTRAINT
SD 4-02
NOT TO SCALE
. . ...........
- . ..._.�..
VEGETATED OVERFLOW
TO SCOUR HOLE
EGETATED OVERFLOW
WEIR INV. 19.5
FINAL BACKFILL
PIPE SIZE AS '
INDICATED ON PLANS ` `� ` . `
6" MIN.
CLASS 1,2 OR 3 `•
O.D.
DITCH LINE
'
6" MIN.
CLASS 1 •�
(57 STONE)
1/2oo MN.
STABLE
DUCTILE IRON PIPE
FOUNDATION
MATERIAL
FINAL BACKFILL-' '
PIPE SIZE AS
INDICATED ON PLAN `
O.D.
DITCH LINE
l
` 6" MIN.
INITIAL BACKFILL ��, ; : •>;"
CLASS 1 (57 STONE) ", • ;ti •�.. _� "'
RE -VISIONS
SITE
WORK NOTES
No
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
Date
Description
By
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN,
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION:
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS,
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT,
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND `
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN 'OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIORTO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11.
EXISTING SURVEYING PERFORMED BY MARK A. STOCKS, PLS, PC AND SUPPLIED BY THE OWNER.
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16,
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
Coll=
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20,
DUCTILE IRON SHALL BE CLASS 50.
�1
��44
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
z
22,
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
F.. 4
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
DATED BY
O
23.
SEE GEOTECHNICAL REPORT N0. ---------- -------- ---___ --
FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION
SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE, ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
AFTER BEGINNING
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE
CONSTRUCTION.
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.'
WHEN 0.5 FEET OF SEDIMENT HAVE
Q
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL.' SEDIMENT TRAPS ARE
z
CLEANED OUT AS STATED OR WHEN HALF FULL,
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
z
7,
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
8.
ALL DISTURBED AREAS WILL BE STABILIZED
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
0
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE,
10,
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
�y
MAINTENANCE
PLAN
rW,
W
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
O
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
z
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
FROM LEAVING
Tn
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT
V 1
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWA
F--i
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
�I
AND, GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WITH SEDIMENT, ROCK WILL
&_4
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
f7•
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED,
r,,,, t �,
WF�.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT,
W
DRAINAGE, SILT SACKS
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
H F� i
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
-I
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
^ O
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
FABRIC, WITHOUT WIRE BACKING, STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
FABRIC
CO
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS ARE
r C\2
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
v
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
6.
OR IS DAMAGED.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
~q
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
n�
04 O
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN
;,.,1
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
W
7,
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT, ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
Q) O
Z Q)
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
o co
H�1 T-H rD
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
LO to
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
O 1 1 C:
8.
WILL BE KEPT CLEAN.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
�, Co o
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
QO Q
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21' CALENDER DAYS. ALL
�- w
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
r•-1 1 z
9.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS,. TANKS, HOSES AND
-+-�
0
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
Y)
a
it
I -
SPRING -SUMMER
Q) r
STABLE PERMANENT GRASSING DETAIL 0
FOUNDATION f24 M ,_.i 0 X o
SDR 35 PVC PIPE
C-905 PVC PIPE 12' & DEEPER MATERIAL SEEDING MIXTURE
PIPE BEDDING DETAILS P
ENSACOLA BANIIIAGRASS 1% .4 Q.., I:=4
IV
10
_ 10
SD 3-11
NOT TO SCALE
TOP OF BLANK
EL 20.5
�1
1� 3
BOTTOM EL 16.5
3
-� -� SHWT 14.5
INFILTRATION BASINS 1&2-
NTS DETAIL
TEMPORARY SUMMER GRASSING DETAIL
TALL FESCUE 5o
SEEDING MIXTURE
SEEDING NOTES
226= ,g ah awl
40
1. WHERE A NEAT APPEARANCE S DESIRED, OMIT SERICU
2. USE COMMON BERUDIWASS ONLY ON ISOLATED SITES wH1awe IIGENTCANNOT L
GERMAN MILLET
COME A PEST. BIERMUaLGIL►SS MAY BE REPLACED WITH 5 !b/S•
IN THE P%DMHTO A AND W RAZE bO LB/ACRELL -STEM"ED SUNDANGRASS MAY BESUBSTITIU
i
SEEDING GATES
SEEDING NCTES
APRL 1 - JULY 15
MKIUNTANMS - MAY 15-AUG. 13
PIEDMONT - WAY 1-AUG. 15
i ;«
SOIL AMENDMENTS
COASTAL PLAN - APR. 15-AUG. 13
APPLY LIME AND FaWLIZER ACCORDING TO SM TESTS, OR APPLY 3,000 6/00n
SOIL AMENDMENTSGROUND
AGRICULTURE UMES70NE AND 500 b/acre 10-10-10 nNnuZER.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 750 LB/ARE 10-10-10 FERTIUZER.
\\\ ` C�
• • • /
MULCH
MULCH
APPLY 4,000 b acre GRAIN SIRAWOR EQUIVALENT COVER OF SUIT
.O�
f E� '
� O ••'QC ••••
•n�
Y 4000 LB/IKXt_E STRAW. ANCHOR STRAW EK TNCKIMG WITH ASPHALT. NfITIMG,
*PLY
SET NEARLY STRAIGHT CAN BE
MKNCH. TACKING MATFL ASPFNL I ROMNG, OR NETTING OR BY CPoMPIMG
WITH A MUNCH ANCHORUMG TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
TOOL.
; ( `
OR A MULCH ANCHORING TOOL A DISK WITH BLADES
USED AS A MULCH ANCHORING
S E A L
USED AS A MULCH ANCHORING TOOL.
=
MAINTENANCE
MAINTENANCE
REFERTLIZE THE FOLLOWING APRIL WITH 50 b/=* NITROGEN. REPEAT AS
y '••, 17374 ;' Q
REFERTNIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RFFERTIIJZE AND MULCH IM-
MEDULTELY FOLLOWING EROSION OR OTHER DAMAGE.
RE QULRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
DESIRED. OMIT SERICFA AND MOW AS OFTEN AS NEEDED.
\
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FALL-WINTER
F�\\\�•
�,,/ GREGO
G RIN EARLY SPRING
LATE WINTER EAR RI N
TEMPORARY FALL GRASSING DETAIL
PERMANENT GRASSING DET
TEMPORARY GRASSING
SEEDING MIXTURE
SEEDING MIXTURE
RATE [b/acts)
SEEDING MIXTURE
RATS /mnl
Rye (grain) 120
Annual Iespedezo (Kobe in
Rye (groin) 120
.�.
TALL FESCUE (BLEND GF Iwo OR
THREE IMPROVED VARIETIES)
DATE 10 - 0 2 - 0 7
Piedmont and Coastal Plain,
Korean in Mountains) 50
SEEDING NOTES
RYE (�) 25
DESIGN P GT
Omit annual laspedszo when duration of temporary cover is not to extend
beyond June.
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PUN and PIEDMONT - AUG. 15-OFC 30
SEEDING DATES
IAHUARY - APRIL
J
AUGUST- ��
DRAWN
SEEDING DATES:
SOIL AMENDMENTS
SOIL AMENDMENTS
Mountains - Above 2500 tU Feb. 13-May 15
Below 25W ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3.�0-j b/ocm
AGRICl1LTURAI � j THE LOWER RATE ON` )AND
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FMnUZER.
MULCH
1,000 Ib/ao» 10-10-10
MULCH
Follow recommendations of soil tests or apply 2.00o Ib/ooro growl ayricul-
turol limestone and 750 Its/acre 10-10-10 fertilizer.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,Cot
APPLY 4000 IE acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
W T AT, ROVING, OR NETTING OR BY CRIwP-
OR AMULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRMGHT CAN BE
ING WITH A MULCH ANCHORING TOOL A DISK WIN BLADES SET NEARLY STRAIGHT CAN
MULCH
TOOL
USED AS A.MULCH ANCHORINGL..
BE USED AS A MULCH ANOMNG TOO
NETTING
TOOL. A DISK WRHSTRAWBLADES SET NEARLY STRAIGHT CAN BE
NTEN/�teCE
MAINTENANCE
OR AAPPLY MULCH ANCh10RING
USED AS A MULCH ANCHORING TOOL
Repair and refertilize damaged areas immediatey. Topdress with 50 lb/acre
to temporary cover b nd
FERTILIZE ACCORDING TO SOL TESTS OR APPLY 40 b ocre NITROGEN IN wMUARY
SHEET 4 OF 6
MAINTENANCE
of nitrogen in March. If it isnecessary extend
June 15, ovemeed with 50 tb/ocro Kobe (Piedmont and Coastal Plain
or Korean (Mountains) lespedezo in late February or early March.
OR 40 lb II SEPTEMBER AND 40 1)IN NM34M FROM A 12-4-8,
16-4-8, OR SIAM TURF FERRLIZER. AVOID FERTILIZER APPLICATIONS DURING
WARM WEATHER, AS THIS INCROLSES STAND LASSES TO DISEASE RESEED, FEFMUZ14
AND
DAMAGED ARFAS MMEONTELY. MOW TO A HOW OF 2.5-3.5 INCHESAS
07005
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