SW8041111_APPROVED PLANS_20041116

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�[�I I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

;1 •,I .i...;' .,.; . ..J •f .`:' \ _i.._t-�_'�.II:.i,V S1�1Y l,_.Ih f14�:fll li_-l:
1 I �
I1
1�
BREWSTER puE
SUBDIVISION BREWSTER PLACE
39 PG.3 MB. 39 PG. 64 SUBDIVISION
EXIST STORM MH -� �.� - ` MB. 38 PG. 312
RIM 22.28-
J gPu• Y
l
/ Rr" TISBURY LN
BREWSTER PLACE - iO3 -� / F1CISi ._/ \
SUBDIVISION _- t BCATC
ASINH
MB. 41 PG. 230
'% \\\ 111 110 I 109 I 108 I 107 ( 99 I 98 I 83 I 84 I 85 I 86 I 87 I
\rrA
/ _ ` ` �I \ \ STA 0+00
CONTRACTOR TO \ I \\ \- G -�-�� I L -� , I I FJP I ?s I ?s I
LOCATE END OF EX \ \ \ /i'` // �._ = MAIN-� �� CORTROC- -
/ I � -1 \ \\ \ BEXIEND AS SHOWN 1 a \ \ �1y / -_~- ��0_RNER'�
\\ \ \ 114 \ �'` j %� E( �- r -G =� ~ i �J / rr S 74'0 54" 217.26 EIP
40 LF
// \ CONTROL
_ CORNER
• - V
\ \ \ \ 1 1 5 56 LF 72" RCP //// _ /�/��
MATCH
HEADWALLS EM-021-005
/\ \ \ 1 16 \ MATgi Ex DITCH l / / - EA o /� / 376 -�
122 /� \ tiro / IN // "388 H 2-A r - j �Y 1 4 GF�=28.1
117 \ o \\� / eNY _ RSTA 14 �28.5 I ��l = J II 3'g e� INV.m25.
_� �ii11 //� LF / } INV =18.28 ` _ �9. 29 LF
/ 118 \ \ '��ii L -RIM 2STX 98a %NAIL / MH 4- ICENNETHA. AX� RYANT
/ L / 8 PVC NV =1818 I N FOUND STA 530. / \
/ / \ 119 \ \\ / (/� j/ / 1 /O 0.40 INV J O 0.61Ni RIM 30r \ R7600-Oos-023-000 /
`` _ / / / 'N,' PR ERTY LINE IS LIMIT OF ENV S INN \\J NOW O2 FORMERLY /
/ I 1 ZO \ \\ Y� /\ / TEMPORARY \ INV
N a DISRBANCE (TYP.)
\ ' „ f MA NAIL
C \\ / \ /jib% GRAVEL CONST. m y 58 IF \
ENTRANCE ' < 8` PVC I 1 O 0:40X
\ / /� j a A 0.40X 8+` P:V.C" 1 8• P VG \
\ 121 1 l \ / // / / /� J -� A _ �EX v z412 I O O.124x 4 �. 6 p / „ Wq r _ S �
I To BE N 82 r4? a OZ" f \
( 'T l»8"x8 TEE
71 LF �1 RCP REMOVED I /' a 1 LF 8' PVC Cf ti 1 3» ` Gl
40' DRAINAGE / �' / PNC� ( 4 INV 24.G9 1 R Q P?Z 1» ASSEMBLY
EASEMENT \ / •� � / 'N $ \ � � 2 O 0' �� O 0.76X •V•
AREA CENTERED 0 �I se 0 15 MH 9y7 , r > IN . EIR % �o 1»8" MECH. PLUG
PROPERTY LINE / ( tYgS UM1t 5 \ \ RIM i 2 , 1 43�xG~V / GR=2 8 i O 0.67X R� IP Pob'MAL RIGHT OF
I �S' GRr'�"
ACE � _ 06 INV=' 3 GR-28.1 \ / EASEMENT OF ECK
230 , j /� / 6 ry \) NV 8. GR-25.3 O 0,84% 2 -INV.=25.Y0 '3,F MHi5=8- H �D& 14R9 PG 437
! _f a+Op , �, UPON A 46 R/1Y
/ V.=22.80 15 �1N = 1 - - 31 STA 5+63 \ K `
/ 112 1 1 30 r, RIM :31.2 ✓ I1
FENCE(T DIMENT at9.1/ / 1 INV =25.20 ` aj 8
FENCE (TYP IN)i=18.tib i �gL1g 122t1!) j2�� / D- ` � y L 1
MH7 8_ ry� a % r47�6 LF 4• RCP O 2.�6X 0' \ / 33 35 ' �e
8 ' STA 17+99 a. V a ` �i / �9 LF 18• 3�i
RIM a�0.F5 /NV =T5 4E• - f cB ,5 1.00x / 28 (1n]. =30.7
r / /�// / / / _9 �/ /� .j INV = 1 ///� j IN n2b 30 /� 27 _ ✓ / I I / N
�x / , _ 7
/ � -� --- - % 4+09 �.� 3-A= 24 / � � --- / � `�( v 24 LF RCP
10 / . P �- Q - I i *it42/ / 21 LF CPMH 7-C 8VC• 29 LF' \ »B.GV /� .MH 2+43 A � +00 B it 1.00X
q
11 STA 16+1 / 1T i• / 1 - O i r FH ASSEMBLY o I RIM -26.2 / O 1:00 - RIP RAP
/ / r RIM =17. c NV-19.00,
INN = ?, = ! / 1Y 23 m NV -18. / / / �3/ - 1 , 1 I ENDWALL
12 INN - 1 /� �qia t� l 5/ / r i / R INV-+2Z79
EP�i INV >9
q2=15.5 � -- rr � �-
�� 13 _»- NV.-12.00 I Vj %/ 21/ /2 ry' \-\\ I o ' / I I � J / 52 A i J
> O ti� ' i / �� 20 / 11 1
\\' a� � � 2`� ( � �* � ARM MH 8l6= ' 1 at I
s '( I
1�' / N \5 °; 1. I / 49 11 '',I163 SF�
S1pl 8 / J• ' O �3 � �'- L. '! �'`/ � 19 / \ �4Z 51
5*\OA 7C VF r A. R� - i�-- �2 / / , MH 4- G 46
81 RIM =15 § 1�0 ] 2 /� ,1822 RSIT 526.8 \f� � \ \ 45 G
IRN F 1Ei `�4 2 GR.•17.4 / / / INV 20. 3 �` O 44 �N �? 1 INV'mwo / I p q0�' / A
y 5oX c8 i - 'n23 INV =13.1 / n / NV - R-Rpm Q / JMA ( p 1� I 1 + - \
' GR=26.8 G, ST
r /�/ 4 1b F N INV. 24. , (��� WA RIM 8 �ROPEft'TY LINE IS LIMIT OF
42/ - _ �" O 050 " P.V.C. ig' ? INy� 28.00' DISTURBANCE (TYP.)
/ INV.=11. / t»8"x8" CROSS LF 4!lRCP ANN DR V4'- J / /
x8` *TEE \ 1 ~ N l-FH ASSEMOM / O O.SDX
b8 //
jf»8" G.V. - J /� \ / - 1I �ry I N 41 �. i 1 , + �. �'` / w 1 MH 6-Apft Do
+ 310 LF.»8" V.C. O 2.o�fi g• P.V Cr0 STA 1G+53 III
UBLI R W Mff A»�' NV-RiM 327.59
sr32%1»FH BL % ( 7 LF to' RCR ' ' INV = 27.49
15 �/ \\ / Am
8+19� \ I / 4�11'
39 \48X 1` t. / IN�Q 2 - ` 55 / J
/ g/ ` \ `
GR-26.8 \ \ \ \ / -aa.+ " NIL,= 26.40 _l 56 / �_ �I 1
EIP
38 I / 2# v2 N �\ \ /l� r �- 58 _ _ 34 I CONTROL
27 LF 18" RCP \ / Ca 35 S�7 LF i R \ \ �/ �1 q 1 \ 59 / / _ - _ / i /!' / I CORNER \
r Mt6.STA 2- / 37 1.48X /GR�26.8 O Q50X� 0 82 ~ -81/ \r_'\
. RIMSTA 1+ �.5\�� - / 1 , / INV. 24.00 1 _ \ I l � \ _ �'- - O: =- GRASS S�IIAIE __...
111 r RIM 17.a �\\ / / �/ H 18 LF 30" R 7+00
g4C� l \ 6 ` J \ ,QB�E7LtEb O 0.40% V
781NV = \ / i \ STA 10+ 4 O 0.40X 95� l `,'.CP \ 1 1 ��� !>✓ 1 z��... �--...
110 27 LF'18" RCP 1k RHu ,2R 2 W/gEVElE4 END �O 1. 2X1 L 7 r - - -� - L� - �^
r I 0 O BY OTHERS) 9 _
; i ,�� 1 IN 1610 ' ?s IRN�PV:R A1P76' - $ T�v.J.-=2s, 20 DAINAGE - - - -� N 79'31'00" W 657.50
36 p FRO
YG'
- r ,
\'s ` \ f r8 ?• C / \ / 87 -za- -� t 12" W-6 EIP k PROPERTY OWNER CERTIFICATION:
/ GR- .4v' 18" R
INV. ' 1 :10�,.,. /;BYD0IHERS) / dSA-•a+ ,.,
18 LF 30 RCP I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE
1 »B`x8" ✓ -8 - TO
68 �f rvv O 0.40X W/BEVELED END
IN1i 1OF
0 'e FUTURE, TO BE INSTALLED BY OTHERS) CLEARPROPNG, GRADING. CONSTRUCTITY AND THAT UPON ON DEVELOPMENT.'AUTHORIZATIWILL BEBECPERFORMED IN
�1 \ 1 N( BLOW -Ur ( ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND
VH 4-G, z3 6 /
A 6+98 89 \ p$ S@� AMO-Y RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE
�36 LF 18 8'1• RIM =19.1 RCP GR=25.45 \ GR=25.45 EDWARD NIXON FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
13 112 1 so 76 O 0.50X p NV\- 14.10 \ R � INV.-21.83 INV.-21.95 TAX# THIS PLAN. AS THE OWNER, 1 (WE) ACCEPT FULL RESPONSIBILITY FOR THE
/ 1 . 1? J G• INV � 14.00 70 / j WUIURE (k E1 'TO' BE R07600-006-019-000
114 1 \ 9 Y OTHERS) 9 LF NOW OR FORMERLY CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY
=144.1 22 LF 18` 1.F r /' / O 0' FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
=10.36 LF t �/ 1�g \ \ EXCAVATE & RESHAPE , .TO,@ kISTALkED,tBY�OTH m) FACILITIES I (WE) WALL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY
•/ $ ME \ \ \ /// ` �� �� EXISTING PROPOSED GRADES
E SHOW TO
\ \\ �` _ WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
18" RCP / B )2 \ 71 i� / / RESTABILIZE WITH DENSE SGWFR _ NOTES:
-
IS 1 H 3-G - 4, > / / VEGETATION 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. SIGNATURE:
-4 O 0.1 SIN 5+172 1B" R \ / L=t + t/2 dttah bank STAINLESS STEEL SEWER GUARDS REQUIRED AT
/p- INM� 11 0 �3 / i / ��' / // N d 6", t=1Y MANHOLES LOCATED IN TRAFFIC AREAS. PANTED NAME AND TITLE
0.25JL f• INV.-I 0 NV = 10.60 DATE:
\ INV.=12 49•. 74 / / / PROPERTY LINE IS LIMIT OF
`� / / 2. 10' UTILITY EASEMENT PROVIDED ALONG THE
,6 / DISTURBANCE (TYP.)
,/ �/ � � � o�. �� / � _. FRONTAGE OF ALL LOTS.
\ h \ INV-1o.3o t,. • R 137 �' TMbPottot�l. + 1 ditch bank 3. SERVICES SHALL BE PERPENDICULAR TO MAIN DESIGNER'S CERTIFICATION:
v / o d511 t2 AND TERMINATE AT THE RIGHT OF WAY LINE.
2 \ 136/ �� /`e/ �� PREPARED1 HEREBY INACCORDANCE TIFY THAT IWITH TTHES PLAN ALATEBSTN
.70 1 xR 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS NEW HANOVER COUNTY ORDINANCES AND 4-14-OS EXTEND
\ CULVERTS TO DITCH FOR
135 / �j SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. STORM WATER DESIGN MANUAL
401 PROTECTO CERAMIC LINED.
FLUME 1, CB 39, 41, 43,
Rq� AP" ) FLUME 2, CB 46 & 48
134 / / ti` L�13',. oltom + t/2"dl%h bank w " TED N PER OWNER
d5O'= 6 te12" 1. ALL WATER MAINS SHALL BE INSTALLED WITH AT LEAST 36 COVER. RIMED NAME AND TITLE: AMIE S DRUdCER. PE
,9� DATE NOVEMBER 15, 2004
15
133 / G / I A.B. STOKLEY
► / I i� DID. 815 PG. 148 2. WATER MAINS SHALL BE INSTALLED OVER STORM DRAINS l �EgS1RAT1oN NO 19s
��� NOW OR FORMERLY WITH AT LEAST 18" VERTICAL SEPARATION OR BE DIP.
WATER MAINS INSTALLED UNDER STORM DRAINS MUST HAVE GRAPHIC SCALE
V / / / 'l
ML w13y • boltoro + 1/2 dltctl bank
d$o - 6". "t-1
AT LEAST, 24" VERTICAL SEPARATION OR BE DIP
3. WATER MAINS SHALL BE INSTALLED OVER SEWER MAINS WITH
AT LEAST 18" VERTICAL SEPARATION OR BOTH MAINS MUST BE DIP.
IF WATER MAINS ARE INSTALLED UNDER SEWER MAINS BOTH MAINS
MUST BE DIP.
( IN FEET )
1 inch = 60 tt_
O 0
In co
I I
N
N
M r7
lo-
co
0
t
a
4)
Z
Fv�
F-1 Z
HD
Z
M
In
0
J
d
�
�
•
Hr
N
F--�
T�
w c�
con
rn
w
m
W
=
0
W
O
W Z
w
Co
C)U-)r
1--11 Z
O
a m x
U W
m 0 0
N EL
to
It -
z
N-i
to
N
E-4
z z
a
oWEl
E-qa
O on
1---1
P.
-Rai M
I -I
W
A
O
a
CALE: 1"
= 60'
ROJECT
04017
FILE #: 04017MP.DWG
DESIGNED BY:
A.S.D.
RAWN BY:
A.S.D.
CHECKED BY:
A.S.D.
ATE: 11-15-04
REVISION:
1-7-05 REVISIONS PER
NHC ENGINEERING
REVIEW
-5-05 REVISE
SEWER
INES S & C PER NHC
RECON COMMENTS
-1-05 REVISIONS PER
CDOT REVIEW
-6-05 ADD CERTIFIED
TLAND LINES
-15-05 REVISE CROSS
IPES TO 18" & ADD
2" HEADWALLS PER
COOT
-19-05 REVISE SEWER
C" INVERTS PER OWNE
7-25-05 ADD
CB 37
PER NCDOT
8-11-05 REVISE PER
NCDOT
12-19-05•4AQJ�
SIG41
SEAL
19915
AA
SHEE I��R:
C-6
7 OF
14
, t! P' J, P, r Ih

,SEKS NOTES: 1
10
MH
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. Ex. ]8• cMP �i �� o ST �-
STA 184
STAINLESS STEEL SEWER GUARD9. REQUIRED AT �_ =_fir 11 RIM -17
MANHOLES LOCATED IN TRAFFIC AREAS. EXIST GRATEC12.47 1 1 s I 12 WV s i
2. 10' UTILITY EASEMENT PROVIDED ALONG THE INvE EXIST
1 EXIST CB == 13 GR=15.5
12.
FRONTAGE OF ALL LOTS. STORM 1 GRATE 1 37 1 �� , c � �-
DRAIN MH INV1 / MH 6, - ' O
3. SERVICES SHALLE PERPENDICULAR TO MAIN RIM ] 3.31 �3 .� �� ° 6PN M d•
B M 1 EXIST. SSMH 1 rz 5TW =
AND TERMINATE AT THE RIGHT OF WAY LINE.
REAR LOT LINES \ 57 CONTRACTOR RIM 13.34R ��� �// U� ,¢ j B1 SiWk 7p VF A. F1'
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS ARE LOMR-FILL TO LOCATE INV. 6.29 ,� !�� �_ �� 1 NV =15.
`6'A NEW FLOOD LINE ENO OF EX. 1
SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. BREWSTER PLACE �' MAY 2003 \ 8' WA70 MAIN END EX. PVMT / % / � t3 I R� ,1
sTb a+0o �. i�� ' - az
401 PROTECTO CERAMIC LINED. MS PG CASE# 03-04--8020A \ do EXTEND AS SHOWN U
WATER NOTES:
\ \ 56 LF 72' RCP I � / n 1 1 GR=12.� �/ ' I��� 1�
W/9MCK HEADWALLS !� / \ 1 \ �>94 1 INV.-B. a !/ aax8' TE
1. ALL WATER MAINS SHALL BE INSTALLED WITH AT LEAST 36" COVER. 163 ' \ 61 �Y TM EX. DITCH l' / �\ .� g t -
d as �� a G.v.
INVFRTS ���f. - -� MH 1 --- �, �\; // �1ni_ 5i0 �. C. 1 s �'
-STA 8+ / 86-� �'� l// r�7A -10+
2. WATER MAINS SHALL BE INSTALLED OVER STORM DRAINS \ 6 2 a"���/ /mil STA 0+00 �� `�� I ! --11. T�RCJ�
WITH AT LEAST 1 S" VERTICAL SEPARATION OR BE DIP.
/- RBI �Q'0 / T � ' ' a t '- le- A 1BL
GRAVEL CONST. INV +� 3.00 f �w / \ t
WATER MAINS INSTALLED UNDER STORM DRAINS MUST HAVE �- �� ENTRANCE
���-' /� = INV/= 0.4.i
AT LEAST. 24" VERTICAL SEPARATION OR BE DIP ' y� �- _��►J, iN = 0.3 cn,8o
3. WATER MAINS SHALL BE INSTALLED OVER SEWER MAINS WITH EXISTING SANITARY �����. �� d ` _� _GRt-9. 91V.-4.9Q ) O
1+8
AT LEAST 18 VERTICAL SEPARATION OR BOTH MAINS MUST BE DIP. SEINER LINE 50' DRAINAGE �� /� ��% �/`� t -'�" ^ INV.=3.92 _ : • R� / * 2. ( M 2-1
SUBJECT TO 30' / - ��- % r - �/� 11�18.30
IF WATER MAINS ARE INSTALLED ENDER SEWER MAINS BOTH MAINS EASEMENT EASEMENT I% =� ` � Rg*N ,9 LF 24 RCP 1 /,o / ; �% { a 111 RIM 17.5 1 1 I
CENTERED OVER^\ I' /=I/ %/� pt<5 2.007G... / 2- ` - /G 1 �� 781NV 11.5D
MUST BE DIP. PROPERTY LINE �.��^ �- I = /� j � � � �� t�0 � �� �• -- � �� C `� 110
,��r �, 1 } 1 �� r
tINLI� 4+' 2�/LF 1��RCP�' r ': �j? '.� 1 109 I y' 1 r1 1 G
O 2.077� 106/� )
'+�07 �\ 4 / s � 77 r
i
1 {
-O"xg' p6S� LF 480 CP ,0 1 /fit - 3 NB-xa-
e - / i _ / / ,S MH 3-C/ O 0.25X
.=6so ��I � III -I� � `° � ,�i F./ STA 4+52 I .40� y � 4N8" Gil. $ ` /
y `���l�r I/ �� - / RIM -a1j'5 . 1MFH ASSEMBLY (� / \ \ - ��' / / o• 1
f ���� 95 s P.V.Cr 5. - -
� � � INV = -,. � � 1N8 x4_ REDUCER
d€ / O 0.407� NV = - �r 1 �' ' /� 112 0 76`3B LF 18
GR=t0.Q0 1 LF 18" RCP / J 113 O 0.5OX
�• _� II �o%/ �• 7.20 O O.50X
8 CUT INV.= 10 t T ] 4/ ,r
O _ - 22 LF 18 _ V.
„5 1•'� 0.50fL
CONCRETE 3 "-�� I�I r .� r tIN -7.78 10
FOUND MONUMENT !' �1 / / -t t-- -- - 96 , LF I I �02 / �-12- _ \ O 0.5OX 117 116 s 33.2 22• LF 18� -"
GR-10.9 1011 - .� I a 10.&4/ 125X + 3-G ,�
INV.=8.34 1 (� * R O n / r O °�5% S 5+172 'ice`
n rr Al
100 I \5 6� M-10.5 / ti� / / g• P V G• IN
'fiEMPORARY- SEDIMENT N \� � _� 1 `� / _� � ty / i 21 LF AS' RCP °25x �F . IN = � -
i LIMIT OF DISiRBAt�tC \ S9 / INV. qt-11.9 0.257C
(�) p\ / '^•BLO*:OFF \ l f °; 118 =8.00 1� 15 , • /16
�e / ' IN , 1 LF 18 RCP � / \ 75-
\ i o t.43x h INv.=t[1� 144 LF,101....
�.Fx' 5 #iti�137-- o+pD �- `� / STA 2+39- �� \ f /' / \ 1N8"x8' CROSS GR=1 .2
Rl136 I
,�.0 tt.'�9 / , � / � � RIM =12.8 / ••
11 IMv�s.12' / /g/�� INV = -220 GRa-T04 / AN eFlI�G,�1�YD. A , H 2-G INV.�iC_70 160 LF 1>53-R / /4p
INV a 3.11 IN= 2.30 1 INVs217 / ' w Al ` 1�•B x4'"REDU RIM 1+55 ` 135 .
NEW HANOVER / / / ) 8• s 1121 l r - INV =17.90 ' I ' /
_ ! / �•
COUNTY . t. / � / ,00 LF 54" RCP ` _ / � � � \ ,22 i / -� � � INV - 7.80 134
TAXr O 0.17% INV`I.8.54 GR=a1�.1
�001-002� � � � � ' ._1 � � � � 0..: ' 1� �40, -crP ' 133 � �p,� - � � -
123 �r f O 0.63M2-E 5� 13?�-
vj / _ \ O • ,MH 1-F-MH-,-G / ..
. / EX. POND -`-' 15 f - STA �3+76 E-STA 0+00 F. �i / � \ �p -
TO BE Fl �+ 12.3 RIM #2.2 �' /, 1" APR (T1fP.))
4 O / / /� �'y° N(.-7.3 _ INV - 4.50-��L-13`. I�boftom + 1/2 c
WA'TMSf) E U.S.A. '/ � �� \ e� HIV.=2.00 )24GR=9.5 INV - 2.02 \ / % d50 = 6". t-12'
4 l �N 1
100 '.00 1 � INV.=5.35 _ / \ u ,.92
t / / BLOW -OFF 1 *�+ STA 2+36 0 1 I ,. EXCAVATE do RESHAPE
FOREBAY O RIM 130 1 LF Z{4 RCP EXISTING EXI5iING DITCH AT 1.26X TO
. • r / SEE DETAIL J f; �8• C'� INV = �5 12 LF 36" ` ` �0•69X ''/� ' t6 PROPOSED GRADES SHOWN
Ff ` NAGS EASEL NT 1�Z GR=i0.0 95 O 0.40X INV.4.60 �_ VEGETATION RESTABILIZE WITH DENSE
/ ? INv-2.00
1 • _� ' /� 15 DRAT IN 1.
��
w/aEVELE�
/ 1 / STA 3+ 2 \ ( - 6 /
to / ` � / / INV.-6-00 RITE - 10.2 128 RIP RIP 4
J = \
3.50 TEMPORARY NONE
INV
., ! J \ L�1pW iW-c- �% ` IiECIC DAIS (fYP.)
/ / O S / . La14" I
40 LF 36" CMP w 125 127 / 12 LF M- RCP
O 0.4OX w/BEVELED END
2 / / W 1�L.0oxAP \ / / / NLi ' ) (FURINE. TO BE INSTALLED #Y OTHERS)
g. INv -2.00 i /1 1 r , , / ' �., / �/
\ / 126 /�.� - ,�i� GR=10.47
/ r I 0 6• ` ° ' / d �,r ,.� IFUTURE. M BE INSTALLED BY OTHERS)
�g �. ` ( �� j �. '* /� „ASSEIrIBLY (•
! 21 LF 36 RCP
• EXISTING POND c CB 11 GR=10.47 (FtIPMRE, TO BE INSTALLED BY 01HERS)
1 r00,
/ INV.- .W
-s-- �� r. i .��•• IP EXCAVATE do RESHAPE'JI
l
r 4 / '� EXISTING DITCH AT 0.10X TO
GRASS SWALE ! PROPOSED GRADES SHOWN
1 f .0-00, ,, RESTAB1UZE WITH DENSE
XISTt 9 00' ! O.l OX f / / VEGETATION
1 4 SSMH / L f �' 1 v // PROPERTY OWNER CERTIFICATION:
RIM 1 - f
M 1 ' 10 LF / �/ I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE
f 120 15" RCP' /� PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION -TO CONSTRUCT" ANY
1 I cF ,s INV. 3.DD _ - // 3 (REARING, GRADING. CONSTRUCTION OR DEVELOPMENT. WILL IE PERFORMED IN
• RCP 0. + ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE GMINANCES AND
O QD , �r0 E RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAMLINA AND THE
j f a i Z ALLaSTRPUCCIURE f �- / / �,N :�� FEDERAL. GOVERNMENT AND ITS AGENCIES WHICH ARE HER®YMADE PART OF
�`�� tj THIS PLAN. AS THE OWNER. I (WE) ACCEPT FULL RESPONSIBIJTY FOR THE
!g ` h % / N! CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PIOOSED
C7 N FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THISRESPONSIBILITY
f �/ 756 PROPERTY LIK IS LIMIT OF FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE F THE PROPOSED
r- �CE
V- / / DISTURBANCE (TYP.) I}{� THE 7ii�l AUTHORI ON OF N WILL NOT ATTEMPT TO w HANo1 SFER OF CWrrr�� luTM 4-14 08 RTS TO DIDC FOR
---- TEMPOR�Y SEDIMENT CULVE H9 WIDE `tA1+1C. � / /
�� J LIMIT OF STURBANCE _ / FLUME 1, CB 39, 41, 43,
• f d j / \ ". 9.7�� / (1�•) �/ / 1 �4REA� --2- SIGNATURE: FLUME 2, CB 46 & 48
o i / ,/ GAP FOGGED WETLANQS � PER OWNER
' ` ACRES 1 t4•2-72 SOFT. 0.33 AC. PRINTED NAME AND TITLE.
P R�P�IERGY 0
DISSIPATOR DATE:
J L-27'. W -14�' ElP
r DE9GNFR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN
PREPARED IN ACCORDANCE WITH THE LATEST
NEW HANOVER COUNTY ORDINANCES AND
/ \ / / s j ,; 1/ -✓ STORM WATER DESIGN MANUAL_ GRAPHIC SCALE
/ // / ✓ / / � / / SIGNATURE:
/ PRINTED NAME AND TITLE:
AFTW PROPERTIES. LLC DATE: NOMDM 15. 2004 { W FEET )
�i DB• 3497 PQ 5 245 REGISTRATION NO: 199,5
turtu eri,►tjne�/ I / //TRACT 1 inch = 60 It
0 0
Lr) U-)
010 m
+V N
1 I
00 00
ii
c
0
tz
a�
Z
Z °0
Z
J d LO �
m
�.• � N
o
rn =
W z U
F� W = m
W o
w
W z E-)�
0 6xo�
f.--I
Z o m W oo
w I
g
cN a- z
Pei 10
:n
W U Icq
~
�z
PLO WAt-4�
data
--1 w 0 m
aaCQ
A
o
a
CALE: 1" = 60'
ROJECT 04017
FILE : 04017MP.DWG
DESIGNED BY: A.S.D-
RAWN BY: A.S.D.
CHECKED BY: A.S.D.
ATE: 11-15-0
REVISION:
1-7--05 REVISIONS PER
NHC ENGINEERING
REVIEW
3--5•--05 REVISE SEWER
LINES B & C PER NHC
PRECON COMMENTS
-1-05 REVISIONS PER
CDOT REVIEW
-6-05 ADD CERTIFIED
WETLAND LINES
-19-05 REVISE SEWER
C" INVERTS PER OWNER
7-25-05 ADD CB 37
PER NCDOT
8-11-05 REVISE PER
NCDOT
12•-19--05 REVISE
CB 58'`F,1 '�DER
J$I41
A
y SEAL
1 915
rit
deep
L` S. D�v�i��� �•I•(
all
SHEET NUMBER:
C 7
8 OF 14
T R

1.
2.
3.
4.
5.
6.
7.
8.
9.
CO--\ s C __ __u __\
NEW HANOVER
D :ZAW GK--.)
I s R � __ I �_1L. R
COUNTY,
1►[�l'�IY:I
CONSTRUCTION SEQUENCE
(MUST BE STRICTLY FOLLOWED) DRAWING INDEX
CONSTRUCT GRAVEL ENTRANCE PADS.
INSTALL SILT FENCE AND TEMPORARY CHECK DAMS.
I-1
MASTER LAND PLAN
CALL ENGINEER (843-280-5870) FOR INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES.
C
— 1
ROAD PLAN
UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, COMMENCE GRADING ACTIVITIES.
FOR ANY DEMOLITION OR OTHER ACTIVITIES DESIRED PRIOR TO COMPLETION OF ALL EROSION AND SEDIMENT
CONTROL MEASURES, INTERIM MEASURES ACCEPTABLE TO AND PRE —APPROVED BY ENGINEER, AND NCDENR
--
2
ROAD
PLAN
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION MUST BE PROVIDED.
ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
C-3
(�INSPECT
ROAD PROFILES
FOLLOWING ANY RAINFALL OF 0.50 OR MORE IN A 24—HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
C-4
ROAD PROFILES
ACTIONS TAKEN, SEDIMENT ACCUMULATIONS ALONG SILT FENCE AND BEHIND -�IECK DAMS SHALL
BE PROMPTLY REMOVED,
ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14—DAY PERIOD, OR WHICH HAVE NOT
C-5
ROAD & DRAINAGE DETAILS
BEEN GRADED WITHIN 14 DAYS SHALL BE SEEDED PER SECTION 2201 OF THE SPECIFICATIONS.
PERMANENTLY STABILIZE ALL DISTURBED AREAS BY SEEDING PER SECTION 2201 OF THE SPECIFICATIONS, MINIMUM.
��++
L—
6
UTILITY PLAN
UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER AND NCDENR,
UTILITY PLAN
REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED.
—
UPON COMPLETION OF PROJECT, THIS RECORD SET OF PLANS SHALL BE RETURNED TO ENGINEER FOR C- $ SEER PROFILES
CONVEYANCE TO OWNER FOR REGULATORY RECORD MAINTENANCE TIME PERIOD.
GENERAL NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM SURVEY PREPARED BY RUSS COURTNEY & ASSOCIATES, P.G.
LAND PLAN BY OWNER
2. ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES, REGULATIONS AND OTHER REQUIREMENTS
OF CITY OF WILMINGTON, NEW HANOVER COUNTY, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES, THE NCDENR DIVISION OF ENVIRONMENTAL MANAGEMENT, THE U.S. ARMY CORPS
OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION AGENCY, THE NORTH CAROLINA DEPARTMENT OF LABOR AND
THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND ALL OTHER LOCAL, STATE, AND FEDERAL
AGENCIES, HAVING JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT. AGENTS
OF EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF ANY AND ALL PORTIONS OF THE
WORK AND SITE AT ANY TIME, SCHEDULED OR UNSCHEDULED. ANY PENALTIES, FINES, OR VIOLATIONS SHALL BE AT
THE EXPENSE OF THE CONTRACTOR, UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
3. NO PORTION OF THE WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS AND APPROVALS
COVERING THAT PORTION OF THE WORK HAVE BEEN RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WITH REPRESENTATIVES
OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM THE PRESENCE OF UTILITIES OR
LACK THEREOF ON ANY PORTION OF THE SITE(S) PRIOR TO PERFORMING WORK IN THOSE AREAS.
CONTRACTORS' BID PRICE SHALL INCLUDE THE COST OF UTILITIES REPLACEMENT, RELOCATION AND/OR
MAINTENANCE. COMPACTION OF ALL UTILITY TRENCHES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5. CONTRACTOR SHALL MAINTAIN AS ---BUILT RECORD OF ALL WATER, SEWER AND STORM DRAINAGE
INSTALLATIONS AND PROVIDE SAME TO ENGINEER UPON COMPLETION OF CONSTRUCTION.
6. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS OR DESIGN
PRIOR TO CONSTRUCTION.
7. CAROLINA SITE DESIGN, INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT,
AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROLINA SITE DESIGN, INC.
AND/OR FOLLOW CAROLINA SITE DESIGN'S GUIDANCE CONCERNING ANY ERRORS, OMISSIONS OR
INCONSISTENCIES WHICH MAY BE FOUND HEREIN.
C-9 SEWER PROFILES
C-10
SEWER
DETAILS
C-11
WATER
DETAILS
-- PROVIDE MINIMUM 25' WIDE X 50' LONG X 8" DEEP GRAVEL ENTRANCE PAD
AT ALL CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
OF THE SITE. ( SEE DETAIL )
— CONTRACTOR TO PROVDE AND MAINTAIN SEDIMENT FENCE FOR DURATION
CONSTRUCTION ACTIVIIIES.
— CONTRACTOR TO PROVDE AND MAINTAIN STANDARD INLET PROTECTION
UNTIL ALL AREAS DRAINING TO THAT INLET ARE STABILIZED
— PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER SECTION 2201
OF THE SPECIFICATIONS, AT A MINIMUM.
\C��]III�F1
1/12
2/12
3/12
4/12
5/12
6/12
7/12
8/12
OPERATION & MAINTENANCE STORM __WATER_ MANAGEMENT_ SYSTEM:
— THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
— PERIODIC MAINTENANCE OF THE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE THE FOLLOWING:
REMOVAL OF ALL SEDIMENT AND TRASH FROM THE SWALES, CULVERTS, CATCH BASINS,
AND DETENTION PONDS.
Vicinity Map
Not To Scale
EROSION AND SEDIMENT CONTROL
DEVICE INSPECTION RECORD*
QAIE INSPECTED SIGNATURE DATE INSPECTED SIGNATURE
*MUST BE INSPECTED ONCE PER 7—DAYS AND IMMEDIATELY FOLLOWING
ANY RAINFALL GREATER THAN 0.5* IN 24 HOURS.
PREPARED FOR.-
WILLA PROPERTIES,
P.O. DRAWER 231+?
SMITHFIELD, N.C. 27577
PREPARED BY:
RECEIVED
NOV 16 Mk-'
v
,v
PROd �
IN
�,o
� � ,�' > � fit'✓ V�,
Xy ��
APPROVES
NOS CAROLINA ENVIRONMWAL
MANAGEiMENTCOMMISSION
DIVISION OF W
AiEA Q IAI. Y TI
CAROLINA
SITE DESIGN INC.
ENGINEERING • PLANNING
P.O. BOX 538 Telephone: 843— 280— 5870
NORTH MYRTLE BEACH, S.C. 29597--"0538 Fax: [phone]
r
J
T - r4 T I } I / 7 i 1 T- —' T'� S Y,. T ')y •' f i 1 T' r�—F t-
1's
1� d: , �1.� 1 ,r! it �'�a s ,'t t rI sl �'•: I� ',y+�.'� .. - .. ' '.. Y V. 1..'�.1 `{ til,'tf! i�i'i�: '�I.:is �,'. r .

CE
UETTE DR ' ��, BRSUBDIVISION
DDIIVIRSION BREWSTER PLACE
MAR c' l MB. 39 PG. 364
X Total of Balm - 15 x X P118•' - . - _ - MB. 38 PG. 312
Total # of Nodes - 9
w.
> - 1.87 a TISBURY _._ .
� 'x - L
,,.
« 1.07 > 1.40 / 0S ++
�•�ill'l Rp . " BREWSIER PLACE
n J _
E X - x-
SUBDIwsLON ... _,
NT
STA. 0+00
x'
MB. 41 PG. 230,_
T15
+L B 1 �" 1p`�-----------------•--------ap ._ -_- Ln co
1
L 0
yAr _ y1 r r �� wr ary DO Do
F t� x� / -- -------...._--•._-.- - - - - - - --S 745054" E-217.26 _O' N N
CONTRO
_ DRAINAGE
• EASEMENT GLADYS TAYLOR l DER rjto
EA
Street Connectivit�r :� AREA CENTERED �V TAX# I a• ¢
SITE �3 (1, Scale: 1" = 400' - / �� 388 3 PROPERTY LINE NOW OR-021-LY 5 FOUND
KENNETH A BRYANT °� °�
qep- NOW OR FMMERLY
Vicinity Map Cq Cv
I �21 I ry �' , f �-eI7 T 7O MAG NAIL x
Scale
40 DRAINAGE 1fz� r /• 1 R•310. iD a
Not 10 JcQ1 e EASEMENT 3 �Z49Z s SB -- tL
CENTERED ON 4 }� � N �� E
CONSERVATION AREA PROPERTY LINE /� EIR
2 8 �: � � 27 Z
BREWSidewalk Location ' � s ON �CE s _ � � - ~ - , LLI ' Z to
cc
p MB. 41 PG. 230 / / 6 _ ., to,op C R 31 �_ _ � I --I Z Q
Scale: 1 - 400 7 30
�,� 33 T- N Pv 32 _ Q I
« All sidewalks are to be 4 feet wide 8 �. oo �t o. 26 28 29 .3 0)
and located Immediately adjacent to / / 9 LO
STA s+Deet v LA
= 27 �-I a rn
and within the road right-cf way. - / 10 twk#m rmN
*' cn - 24 •
%21 2 23 -u O C!I
p51`EN _- 13 12 r C �i rv, o C
E 20 C: 25 52 . Comm TRAILER W z U
REAR LOT LINES - - - �� G �% �r 19 1 47 48 49 50 c 51 , AREA I ----I 3 w
ARE LOMR-FILL �� 5 / 8,163 SF CLYDE DINKINS W 2 m
BREWSTER PLACE M� FLOOD LINE STA. 0+00 j � � � 17 18 � � � 45 /�p.�� TAX - � W � o[t �
C9 w
VER(1 MINIM � rn �-
SUBDIVISION CASE# Q3-D4--802DA = ., / � �43 � 44 � � w Z
tn
MB. 45 PG. 56 -� o p r- t c• 14 ,b 16 42 DR . - MN N D12 U
84 �_ () OX
41 STA. 6+01L
86
Z ©ram
B7 (5©PUBLIC 54 Na- z
_ 0 15 39 ' R/W) -� a�
f 100 m DRAINAGE I - 38 t 57 56 55 CONTROL
1 EXISTING SANITARY EASEMENT -� 8$ �.1 Y 35 37 62 61 60 59 � CORNER
SEINER LINE CENTERED OVER l
SUBJECT TO 30' PROPERTY LINE / 89 . ass ' ill 78 r ` , t� 74 00 64 63 �- l- -� NIR 545,20
EASEMENT I. •i 90 t�°• 110 '' -
91 it- 109 65 - -� N 79 3i'DD'
W 657.50
f $ • 1 � 107 108 77 36 /e r 67 66 N7 7'W EtP 657.50 N 79'3i'Q�`3
93 • z � � �� �'�• . 68 � �+sue 175.04
4 t-
s `• 89 rr EDWARD NIXON
103 105 113 112 78 ,r 70 R076Q0-TAX#006-019-000 (3 N
�• � � � r��- U
114 4J o• -� NOW OR FORMERLY Z
CONCRETEr y 115 72 e rr qq
MONUMENT 96 104 •d 117 116 ,,HANNA OR � 71
FOUND 1 / PER FEMA AP A710N ; 101
t00 �� , _ 1 73 DEVELOPMENT ENT NOTES:
ELOPM T w
E-H
l � 99 120 � 741 / DEVEL M ���N �..D�4LA. _ � � W P� h
N 118 91 75 ! /' 1. ALL DEVELOPMENT SHALL BE IN ACCORDAANCE WITH TYPE OF DEVELOPMENT: PERFORMANCE RESIDENTIAL rA W
98 / THE NEW HANOVER COUNTY ZONING ORDINANCE
a
I I 137 INALu
♦ PROPOSED MIN. BUILDING SETBACKS:
97 136 � AND SUBDIVISION REGULATIONS. Q, 06
NEW HANOVER 119 * 135 .� / _ SIDE: 10' BETWEEN STRUCTURES x
cri
COUNTY / 121 ♦ 2g 2• NORTH CAR LINA DEPARTMENT OF TRANSLATION AND ICATED FOR PUBLIC USE TO THEPROJECT PERIMETER: 20' CQ
RA7800 #004- 122 134 / / 1° WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
001•-002 A.B. STOKLEY WITH THEIR STANDARDS FOR SUBDIVISION ROADS. TOTAL TRACT AREA 47,4
EX. POND
r 133 DB. 815 PG. 148
ry• / 123 132 / NOW OR FORMERLY 3. ALL COMMON AREAS SHALL BE DEDICATED TO AND r-
o / T17 BE FILLED / {MINUS) CLASS N SOILS
MAINTAINED BY A HOMEOWNER'S ASSOCIATION. �•-+
y � •� / / ''13g1 (1009i JOHNSTONHNSTONSOLLS ARE
�BPIiE_SERVFD)
/ 00 10 131 124 / / S 4. STREET LIGHTING SHALL BE PROVIDED IN ACCORDANCE vv O
r • / / / WITH SECTION 52-9 OF THE SUBDIVISION -
SION REGULATIONS. (MINUS) NATURAL WATER FEATURES0- p�
1 � , /' 5. A VISUAL INVENTORY OF THE TRACT WTTN�SED NO (Pa+n a MAN -ME FROM rrr�G �re0
% / SIGNIFICANT TRH WITHIN THE PROPOSED DEVELOPMENT
I / " 129 , .0, AREA. CLEARING LIMITS WILL BE RESTRICTED TO STREET TOTAL DEVELOPMENT AREA 47.4
� 128 / RIGHT-OF-WAYS AND UTILITY EASEMENTS ♦� E°,�a PERMITT DENSITY
125 �
/ f / 27 '' �' (Iyp,) AREA IN FLOODED BOUNDARY -
2 � EXISTING POND 1 as / / '�° G N ERAL NOTES: t2.9 +i o 2.5 LMIMT5/Ai2tE 32 UNITS CALE: 1" = 100'
♦ UPLAND AREAS - ROJEGT #: 04D17
// -
�' �. R
1. NEW HANOVER COUNTY TAX PARCEL NUMBERS 34.3 ACRES ••/- 0 &3 UMTs/ACRE 113 UNITS FILE #: 04017MP.1)WG
. ♦ / t2' tx" R07600-006-021-003
/ 100 -rapR076W-006-021-004 TOTAL. PERMITTED 145 UNITS DESIGNED BY: A.S.D.
20'R TIME ACE COURSE �� T R07600-006-021-006 DRAWN BY: A.S.D.
TO IOOXX MAX DENSITY 2. TOTAL TRACT AREA IS 47.4 ACRES +/-
A/ 3t 4' 3. ZONING DISTRICT IS R-10 TOTAL LOTS PROPOSED - 137 UNITS )ATE: CHECKED BY: 8- 1 A.S.D.
04
/ / 1 • r ABC COMPACTED (M)POSED ARE SINGLE FAMLY
100, � ti+ : �•: .:w ~ . � nj 4. A PORTION OF THE SUBJECT PROPERTY � � 3 EMA* EVISION: J ♦` ,f p . SHOWN HEREON DOES LIE IN A SPECIAL 9-13-04 REVISIONS
1 / / 4 t •' e ' ; ; rV• T,3%; R FLOOD HAZARD AREA PER FEMA PANEL PER OVERALL C PLANNINGI�9192 DENSITY 2.9 UNITS/ACRE
)UMATE
n� ; FLOOD LE. 10' MSre nREVEW
;,..:.
ni �
/ 11-•15-04 REVISIONS
/ � [� gpEg TiEPORT AREA Of LOTS 27.65 ACRES +/-
' // ACRES TYPICAL 50' RIGHT OF WAY M �ARAMON PER NHC PLANNING
40P I CUL-DE-SAC LAYOUT 24" CONCRETE VALLEY RMMMMNT51 AREA COMMON N AREA OF -WAY 12.0OL3 ACRES +/- REVIEW
•, _ �� �O1/ +/-
WITH 24�, CONCRETE VALLEY CURB CURB & GUTTER SECTION AVERAGE LOT 51zE 8,586 S.F.
1 / N.T.&
I � / / N.T.S.
/ TOTAL LINEAR FOOTAGE OF ROADS 6,795 LF +/-
♦ / AFTW PROPERTIES. LLC TOTAL ROAD SURFACES 187.864 S.F.
EW HAIfJVEFL� ! / ♦ OB. 3497 PG. 245
COU 11,1111100/ TRACT 5 RECREATION SPACE
TAIL# / ♦ NOW OR FORMERLY On Le - c: Uum- �' - 137 LOTS 0 0.03 NME/UNIT 4.1 ACRES REQUIRED
A76 DD4� 100,004 5.0 ACRE POND & 1.0 ACRE PE�ETER AREA
0_ /
2!S - Cr MOUNDIONG N THE POND FM MIALTRAL PROVM W FOR
_ VALUE LANE 34 V�-v STA. a+oD-�+�oo
move / Le VM_�ARQU -17EE DRIVE LANE 24F 34 *-V ��8
V ; Ly HANNA DAM IV W-ST "0"+50 SEE TZAME AT LEFT � 7 - 0" t �F PI OMDM A5 PASSM TiE(�iEJ1710N
" 70 ACRES DOW TO RUN OF MOTTS CREFaC '��gGFbq p.perpa
/ / HANNA OWE 24' WY STA. 21+50-2++0407
\' ; �'�►_ IRON FOUND AT CREEK Kr Ly Ly �Pt
fl,r TYPE 5F 95A ASPHALT SLOPE 1/r PER FT• TO
Pm NNW nF WAY AS NEInM.
I
POND
Pm
Le
New Hanover Soil Survey
Scale: 1" = 400'
Area is Pond -- 4.3 acres
Area in Glass IV Soils - (Johnston - 1.4 acres)
suwv-_1 SLOPE t ; Pot FT. SLOPE Ile PER Fr-
-
3
t
EKSTMEIi GRADE CUT SEC"
FILL SECTION a' A.B.C.
(SEE SOMS N YM FOR
PIEPARAIM REQMMADM
TYPICAL 50' RIGHT OF WAY
ASPHALT PAVEMENT SECTION
WITH 24" CONCRETE VALLEY CURB
N.T.S.
GRAPHIC SCALE
100 0 e0 tw 200 400
( IN FEET )
1 inch - 100 ft.
E;,_
Alp
SHEET NUMBER:
1 OF 10
N.

4
�II
I
o
o
f 5.3
14.93
1$.2
14.43
f 5.0
13.93
15.0
13.43
!f
'# 4.4
12.93
13.8
i 2.43
j
13.4
I
11.93
ii
12.8
11.43
,2.2
HANN14
A,
21+1
.09
10.93
=
,D ,.
UL OAP
,S
TA.
5+02.8
E
V 5
,,.0
1=11
10.44
9.8
9.95
9.a
9.46
9.2
8.97
8.8
8.48
e.a
7,99
I
�
U'
o
cn
Ur
~+
o
cn
W
cr
31.0
31.fi5
PVI S
A = 0
47
30,
31.03
ELEV
=
31.00
{.9.9
31.5fi
x
z
32.7
�
32.09
v
rh
34.5
32.62
0
rn
34.0
33.15
0
N
34.0
m
33.68
0
v
rn
34.0
34.21
PVT ST
3
75
E 34.
7
34.47
�,
� =
35.4
�mcnZz
S
S-o O
34.65
II
II
CD,�rn
34.B6
rn I
11
11 D�
35.0
34.50+��
�,
PVC STA:
4+
5
34.17
w
�
E 34.17
34.9
33.75
32.7
32.91
34.0
32.08
33.8
31.25
V
3a.8
30.41
zs.5
29.5B
26.6
28.74
26.2
27.91
HA NA
S A
MAR UE
1+9�.45=
DF�. �S A 16+05.f0
2B•5
E
EV
= 2
0
27. os
26.5
2fi.25
I
26.3
25.43
2B.0
24.61
25.3
23.79
23.9
22,9fi
23.5
1
22.14
23.2
21.32
23.0
20.50
'
22.0
19.fi7
20.9
18.85
19.8
18.03
8.2
17.21
1=
1
KATH
E N
tp�TA���1A,5+43.
i 7.4
E
=
1 fi.50
1s.43
18.2
15.93
15.5
15.43
15.3
14.93
cn
o
w
�
Url
++
O Q $
i
g g $ rn
+' +
8 8 S
N
U) $ a S $
m�z
III II
' • vs vs d
4:11 � Q �d
C = 1v
g g $
$ $ S
03
$ 4ca S
t
g g 8
_. cn g
c�
o� vs d
.a
<to _
8
0
S25.27
S
N
O
i
N
g
n
a w
y
III III '"�
CDp� i
C= $
0
27.45 jffl�,'A 11 14+17�5 S28.8
SHj
rn
0
0
i26.97
V
0
0
V
OD
�e-
+m
•
o m
�4V�4g,..,.�,,, �;v;,_p. _
`cr .O
N ,�� �F��
/r�^
VI
m
}.��
! 1
ROAD PROFILES
CAROLINA
SITE DESIGN, INC.
LAKE BREWSTER
m
7I1
a a
i
o
PREPARED FOR
ENGINEERING PLANNING
coon
©=
WILLA PROPERTIES, INC.
291-D S.C. HIGHWAY 90 E
..
o
uy
a
*
o
0
P.O. DRAWER 2318, SMITHFIELD, NC 27577
-
POST OFFICE BOX 538 [phone]
o
NORTH MYRTLE: BEACH, S.C. 29597 OFFICE & FAX

_
o
k
�, ,.
m s
cn L
rn
75
rn
m
m
m
m
ROAD PROFILES
CAROLINA
SITE DESIGN, INC.
LAKE BREWSTER
�,�-..
o
PREPARED FOR
ENGINEERING PLANNING
i
-�
n
WILLA PROPERTIES, INC.
291-D S.C. HIGHWAY 90 E
j
o
v
o
P.O. DRAWER 2318, SMITHFIELD, NC 27577
POST OFFICE BOX 538 (84 280-5870
NORTH MYRTLE BEACH, S.C. 29597 OFFICE &FAX

• ..L .. �_....._.__.1-_._. —�. .. __. ...•—_ . �. .L-_ iL �. �_� .i 1.1 L-21 L J Le
5' MAX.
10' UTNJTY 50' — D"
EASEMENT
PAVEMENT WIDTHS:
VALUE LANE 34 V=V STA. O+00-22+00 25' — Cr
VANE LANE 24' V—V STA. 22+00-26+09.48
MARQUETTE DRIVE 34' V-V
ULLOA PLACE & KATHLEEN DINE 26' V—V 22', 24' OR 32'
HANNA DRIVE 2W V�-V STA. 0+00-21+50 SEE TABLE AT LEFT rr
7' — 0"
HANNA DRIVE 24' V—V STA. 21+50-24+04,07
1 I PER FT-2' TYPE SF 5A ASPHALT SLOPE 1 /r PER FT.,
SLOE�� �� SLOPE 1 4' PER FT_ SLOPE 1 4" PER F 1;
CONTINUE 11 SIDE SLOPE 3 - -
TO EXISTING GRADE BEYON 1
RIGHT OF WAY AS NEEDED ��—
�r
EXISTING GRADE CUT SECTION
FILL SECTION /CCOMPASUBGRC7EMD
8" A.B.C.
(SEE SOILS REPORT BY FROEHLING
& ROBERTSON. INC., DATED
6-25--04 FOR PREPARATION
REQUIREMENTS)
TYPICAL 50' RIGHT OF WAY
ASPHALT PAVEMENT SECTION
WITH 24" CONCRETE VALLEY CURB
N.T.S.
NOTE:
RAMPS & SIDE RAMPS
SHALL HAVE A HAND
BROOMED FINAL FINISH
LINE
RAMP AT GUTTER
LINE TO BE
FLUSH W/PAV'T 3' MIN. SIDEWALK
LANDING AREA
r 1.57i MAX.
1:8 M
1:12 DESIRABLE
SECTION THROUGH RAMP
SIDEWALK
GUTTER
LINE
INSET
V MIN- LANDING AREA
CROSS SLOPE 1.5X MAX.
' MIN.
it
PHYSICALLY HANDICAPPED
CURB RAMP
N.T.S.
1 /2' RADIUS 4" THK CONC. SIDEWALK
FINISH (TYP.) - W/ LIGHT BROOM FIN.
GRADE
f li
3/8" TE X—MASTIC ASPHALT J J 0 L 0. C.
EXPANSION JOINT FILLER BY
J 4e P EOM PRODUCTS
30 O.C.
NOTE TOOLED joKm SHALL OOCUR AT 10' O.C. AND EXPANSION
JOINTS AT 3�-0"
TIMNG SHILL BE LEFT EXPOSED TO CREATE "PICTURE FRAME" EFFECT
STANDARD SIDEWALK
N.T.S_
WALKING
PATH To LOCATED
21Y OFF EDGE OF POND
(TYP.)
1. H #MOSEED NEW POND BANKS FROM TOP TO
POWANENT POOL ELEVATION.
CONTRACTOR SHALL RESHAPE. RESEED. FERTIUD= & MULCH
A5 NECESSARY UNTIL A OOMPLEIE STAND OF GRASS IS ESTABLISHED.
DMNG POND BANKS TO REMAIN UNDIS'iUIiBED
2- NEW ViN ETATIVE SHELF TO BE PLANTED
MATH CATTAILS OR APPROVED
ALTERNATE.
a a a
r
a.
° 4 e
a 6 1/2"
a '
° w
24" CONCRETE VALLEY
CURB & GUTTER SECTION
N.T.S.
INSTALL FILTER
FABRIC BETWEEN
CATCH BASIN —
FRAME AND GRATE
OF APPUCABLE)
1/2" R.
SEEDING ammu&
Pawmant S.e� Grass seed d-ok Iran *om
naodmm wee and redeaned. 9d shall be roam
Grade A crap franked wRh appropr*"n*kIG at tkne at
m and dsiivsrad to the asiittae In sad oontakNn with
deaWs guaranteed mWydm
Proportion by +Mart:
�c cRxsQp.��
17 X Barrrwtda Grass
KAM@@@& Hydrroned sW" mbcb"mA be
Wood Fber Mulch Ime/aoro
GwPwt Glum 50 1/Owe
Rye Grape modeacre
DETENTION POND
N.T.S.
10' UTNUTY
EASEMENT
CONTINUE &A SIDE SLOPE
TO EXISTING GRADE BEYOND
RIGHT OF WAY AS NEEDED.
2" TYPE 1-1 ASPHALT
SURFACE CWRSE COMPACTED
TO 100% MAX. DENSITY
(MODIFIED PROCTOR)
8" ABC COMPACTED
TO 91% MAX. DENSITY
(MODIFIED PROCTOR)
=PACTM SUBGRADE
[SEE SOILS REPORT
FOR PREPARATION
REQUIREMENTS]
s"
MIN. 12 GA.
W.W.F.
STEEL OR WOOD POST
WELDED WIRE FABRIC
FILTER FABRIC
FIu.TF�t FABRIC
6 MIN. BURIAL
NOtES
1 — W x e WELDED WIRE FABRIC SHALL BE A MNNNAUM OF 36' IN WIDTH.
2 — FILTER FABRIC SHALL MEET OR EXCEED 150 LOS GRAB TENSILE STRENGTH
PER ASTM--D-15-82. 150 PSI BURST STRENGTH PER ASTM—D-2263 AND
70 ON COE E.O.S. TEST
3 — STEEL POST SHALL BE 5'—W ON HEIGHT AND BE OF THE SELF —
FASTENER TYPE
4 — WOOD POST SHALL BE A MIN. OF 6'—O" IN HEIGHT AND 4" IN DIAMETER
WIRE SHALL BE FAsrENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE
STAPLES 1-1/2" LONG
SEDIMENT FENCE
SUMTER MACHINERY N.T.S.
MODEL MF-15 / MC-18
( TYPICAL }
CONCRETE BRK3C(TYP.) OUTLET PIPE
INS CORDANCE C
139-73
,CONCRETE TRANSITION SLAB
/ f
A � A
_f
PRECAST BOX SHALL HAVE 6" DIA. HOLE IN 5' x 5' PRECAST CONCRETE BOX W/ FLAT
THE BOTTOM AND INSTALLED ON A MIN. 6' SLAB TOP & MANHOLE FRAA�/�ATE. ALL
BED OF STONE, STONE SIZE SHALL BE �57 OOI�ONENTS SHALL BE DDESItN & INSTALL,ED
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL TO WITHSTAND H—W LOADING
FOR PLACEMENT 91 SANDY SONS.
SECTION A —A TOP VIEW
JUNCTION BOX
N.T.S.
GRATE ELEVATION FRAME & GRATE
( SEE PLAN WHEW) U.S. FOUNDRY
ALONG WETLAND SEDIMENT FENCE USF 5154 FRAME
(IFw ` 2' _ 0' USF 6283 GRATE
OR BUFFER
TEMPORARY GRAVEL _
CONSTRUCTION ACCESS
PROPERTY WETLAND LINE
PROPERTY =4 LINE
SED7r f FENCE
AROUND DRAINAGE
STRUCMAPPLICABLE OF
SEDIMENT FEINCE
ADM RIGHT OF ZMMENCE
WAY ALONG COAL
LINE OF APPLICABLE)
NOTES-
1) SEDIMENT FENCE SWILL BE INSTAUED BY THE LOT OWNER
OR BUILDER PRIOR TO CONSTRUCTION AND SHALL BE MAINTNNM
UNTIL THE ENTIRE LOT IS FINISH GRADED AD RE67ABLIZED
WITH GRASS OR OTHER SUITABLE METHODS.
2) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SFW1 BE INSTALLED
BY THE LOT OWNER OR BUILDER PRIOR TO ALLOWING CONSTRUCTION
ACCESS ON AND OFF OF THE LAT NO SHALL BE MAINTAINED UNTIL
THE FINISHED DRIVEWAY IS INSTALLED AND USEABLE FOR ACCESS
PURPOSES.
RESIDENTIAL LOT
SEDIMENT Sc EROSION CONTROL PLAN
N,T,S,
GRATE ELEVATION 9.00
REINFORCED CONCRETE PIPE
(SEE PLANS FOR SIZE
INVERT AND SLOPE)
J_
12" MIN.
'L
12'
--PRECAST CONCRETE BOX
5"
PRECAST BOX SHALL HAVE 6' DIA. HOLE IN
THE BOTTOM AND INSTALLED ON A MIN, 6"
BED OF STONE. STONE SIZE SHALL BE #57
FOR PLACEMENT IN CLAY SOILS do PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A- A
FRAME GRATE
FOUNDRI
MODEL V-5636
3a/—VULCAN
3' x 3' PRECAST
CONCRETE BOX
POND BANK
SLOPE 3:1 TYP.
OUTFALL STRUCTURE
15" INTALC PIPE, LENGTH = 10'
NECK WEIRCONCRETE _
IN ACCORDANCE WITH
ASTM C I M--73 (TV.)
UNDERDRA91 WHERE
RMUIRED SHALL ENTER
THE BOX AT THE SAYE
ELEVATION AS THE
INVERT QUT
A�
OUTLET PIPE
A-..-J
36" x 36" PRECAST CONCRETE BOX (MIN)
COMPONENTS SHALL BE DESIGNED & INSTALLED
TO WITHSTAND H-20 LOADING
CONTRACTOR SHALL PROVIDE LARGER BOXES AS
REQUIRED TO INSTALL LARGE DIAMETER PIPE
TOP VIEW
CATCH BASIN
N.T.S.
A�
OUTLET PIPE
xr_rri
I = ■rw stieee wlw wlw
��r �wss■w
�. I• LI• r
wL�l■w>• i �■ � � strr.r si1�r Ipenf w
INLET PIPE
A�
SECTION A -A TOP VIEW
PRECAST CONCRETE BOX COMPONENTS SHALL BE DESIGNED INSTALLED TO WITHSTAND H-20 LOADING
POND 0 UTFALL STRUCTURE
N.T.S.
SECTION B-- B
1JG
NOTES
1. STONE SIZE — USE MSHA SIZE 02 (2 1/2" TO 1") OR AASHTO DESIGNATION
M43. SIZE l2 (2 1 /2" TO 1"). USE CRUSHED STONE.
2 LENGTH — AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS — NOT LESS THAN 8 INCHES.
4. WIDTH — NOT LESS THAN FULL WIDTH OF ALL POINT'S OF INGRESS AND EGRESS.
5. WASHING — WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT —OF --WAY. WHEN WANING IS REQUIRED
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN_ ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAIN, DITCH OR WATERCOURSE
THROUGH THE USE OF SAND BAGS, GRAVEL. BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO 'TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S.
2 X 4" WOOD FRAME
T
1.5
MAX
I !
t 1
v
-
11�
rx:.tea., .
i1p.ia:il� a.:r�—..j•i.l....l oll
as
w,
TIE 9:B=Ee�IjIL711!EI!9e��B:
�, , a , I• ,
N_T.S.
RIM ELEVATON
TOP OF WALL EL 6.70
8" MIN
RIP RAP ( 6" THICKNESS )
,,-FILTER FABRIC
,—#57 STONE ( 9" CORE HEIGHT )
-- DIRECTION of FLOW
ORIFICE ELEVATION 6.00
BOTTOM ELEVATION 5.00 NOTES"
. ALL STONE AND RIP RAP SHALL BE QUARRY GRANITE FREE FROM
TRASH OR OTHER DELITERIOUS MATERIAL
L FILTER FABRIC SHALL BE INSTALLED BETWEEN THE #57 STONE AND
THE RIP RAP. THE FABRIC SHALL BE PLACED ACROSS 1 /2 OF THE
BOTTOM AND ACROSS THE ENTIRE TOP OF THE #57 STONE.
FILTER FABRIC SHALL BE MIRAFI 14ON OR APPROVED EQUAL
L STONE DAM CONSTRUCTION SHALL EXTEND ACROSS THE
ENTIRE SWALE SECTION. THE HEIGHT SHALL BE 75X OF THE SWALE DEPTH. THE TOE OF THE DAM SHALL BE BURIED RECEIVE
3 TO 6 INCHES BELOW THE BOTTOM OF THE SWALE INVERT.
STONE CI-IECK DAM NOV 19 2004
DWQ
N.T.S. PROD #
O
o 41
oO
c�I w
U
4 4-
cp O
u
� z
I --I Z
z n
.. Q cr)
J �
1 04
04
w U
I----d O 0
V 10 co 2
W Z QtnQ
x m
H Tf 0 m w
W z w �
owzvi LL
(i
Z 2
1! 1 W N 0_ Z
V 1
E-1
Q � �
an
CQ
z
h
H W r4
f--�-I Ix p c,
P., CQ
W �a
od
0%
SCALE: AS SHOWN
PROJECT # 0401
ALE # 04017RDD.dw
DRAWN BY: A.S.D.
DATE: 11-15-04
REVISION
DATES:
11--18-04 REVISE POND
& OUTFALL DETAILS
PER NCDENR—WO
REVIEW
rP '.
ldz '
°IVesarky;
.•,
0,IblA
SHEET NUMBER:
C 5
6 OF 12
�' y I �� ry •� 1 • i. 1 1 r �. l 51!! !� 1 �1� .lei 1�'. 11, i� �i- T i t [ 1 7 1t{� C 1 Ft
1 i � 11 � 4 1� F ' 1 � t �� I t!'; i� 1, 1 � , I 1 ; i 1�� j �� 1 •� Tt t' S 1 J I 1. {- I

BREWSTER PLACE
SUBDIVISION BREWSTER PLACE
MB. 39 PG. 364 SUBDIVISION
MB. 38 PG. 312
50 - ---- -
TISBURY
LN
BREWSTER PLACE
SUBDIVISION
MB. 41 PG. 230
STA. 6+00,MH 0--
1-A
STA +00
CONTRACTOR TO
LOCATE END OF EX. EIP
--CURTROL
Sm WATER MAIN &
-S 73*SWO(r E.. CORNER
EX11END AS SHOWN
IR
S 74*00'540 E 217-26 EIP
CONTROL
56 LF 84" RCP .. . .. . .. . .. . CORNER
W/RIP RAP ENDWALLS COMMON GLADYS TAYLOR
DITCH TAXJ
MATCH EX AREA
R760Q-006-021-005
INVERTS�, 7,388 SF MH 2-A
MH 4-B
STA 4+57
STA 0+81 . . - - , NOW OR _ fORMERLY - / --:-: RIM -29.6
RIM -26.5
NAIL -21.10
-n LF INV =1&28 INV KENNETH A. BRYANT
e PVC INV -11118 MH 3-8 FOUND INV -21.00 TAXI
40% so. STA 3+70
is s R7600-006-023-000
RIM -29.0 NOW OR FORMERLY
L.F.f� If pvc 'H 5-B
Cot INV -20-65 B3 (STA 6+24
58 LF INV -20.55 00. MAG NAII RIM =30.7
)
a, PVC I INV 21.85
00.40% MH 2-B .a INV =21-75
STA 1+77
0 P yC.
RIM =27.6 s rMH S-B
3 56 TA Z+80
TO INV =19-79 '02- STA 31.8
2 REMOVED INV =19.69 k
40' DRAINAGE 4 . - .- I ., I r - GR_2111 44: 1-8 INV ­22.46
EASEMENT MH 9-C ar EIR ANV.=25.50,. RCP vc 0 .27 TEMPORARY
AREA CENTERED 0 STA 19+61, 71 LF 18' 29 LF 15" GRAVEL CONST.
PROPERTY LINE 5 RIM -23.1 00.28%. GR-25.8 01.00%
INV.�-23. 7,-ATRANCE
ACE INV 1&00 GR-28.11
N -25.3 INV.=25.85
so
230 6 GR 0
V.-22. *4 31
INV.=16.10 30 Vc lie
A 32 -8ox8m TEE
E?
7
- 2.Tk%_ 3­8" G.V....-
M H 8 C
STA 17+82 29 LF 180 CID 29 33 l-FH ASSEMBL
-2 . 0. rd
.j. RIM 5 x1f CH 15 0 1.0ox 26 28 347
INV - 16.00 %1 GR-25.a.
-9 NV - 15.90 27 GR-30 7 GR-30.7
INV.723.30 -2&24
INV.=2&45 INV.
4+00 35-A- 24
140 10 .4.0. CROSS. Ln - 4H 1-13 - 24 LF 150 RCP
MH 7-C rx P 9 LF 50 RCP 4-e G. V. 0 3TA 2+43A 0+00 B 21 LF 1.50 RCP. 0 1 on
STA 16+02 07-0 1,-FH ASSEMBLY- �M =28.2 0.1.00%
N7
RIM =1 7.9 NV =19.00 RIP RAP
INV - 1&50 22 23 ENDWALL
.-GRroo.1 -3
12 INV - 13.40
INV.-115.85 21 INV.=2&0
6
GR-15.
0A 13 INV.-11.50 52
COMMON:
W 20 25
TRAILER
MH 6-C'- AREAJ
co 50
MH 1-0 19 48 49 8063
STA 14+28 it
so STA 0+_00 00 D MH 4- 46
al RIM 47 51
STA 5+05 45
-15.5 RIM -27.5
INV - 9.50 29 LF-15 I;WL -20.13 0 FENCED 'AREA
INV 44
NV - 9.40 1-.72*- -A
i �,74 17 INV -20.03 9 0 cok 7 OVER LINE
O 43.�. $R-27.0 • STA 11+58
4ri g- 'p.v.c. WAIER SP
NV.-24.75 JDRWE RIM i-33.1
INV.-1�00 f 42 HANN INV - 2&50
-_w ­4 I-SOXOm CROSS 21 LF IV RCP
3-8* G.V. 01.00%
livImas TEE
"53
33-8m G.V. 41 + _7F7+ -
MH 6-A I
00 310 LF.NS* P.V.C. 0 2.027E STA 10+53
i-F.f- P.V.C, 0 0 RIV -34,2
230
40 INN'- 21104
i-FH'ASSEMBLJ 1 15 'o- 'pU8LIC R/W) IN1 27.94 54
5-A
39 STA
A 8+19
GR=27.4 RIM -33.0 00
-29 LF ISRCP 38 INV..24,54 INV - 26.50 56
Elp
94V - 25.40 58
.01.72% CONTROL
60 59
A* MH:- 2- 35 37 138 U IV RCP 62 CORNER
STA 1+81 S
10 63 11 N 7SIil;oq*
40% NIR RIM -17.5 7.4 H Et G 0.52'64
781NV` 11.50 16 LF 150 RCP --- - --- 9K20
GR11111,
STA lG4--64 00.40% EXISTINQ ull
110 RIM -25.2 W/18EVELED END
0- INV - 20.20 ­777
NT 657.50
► 65 20' NAG
E EASEW
INV.=23.7�iVt4 7951 vv w
36
0
0 77 GR-16.6 67 5. EIP
01 INV.-14.35 El
10 LO OFF 15 LF le RCP
x8" TEE 68 Y f M40% W/VEM3_ED END
_0 2-8m G.V. IwiH 10- 4-G
STA 6+96 69
40 LF lVR -119-1 GR-26,25 Q-26-25 EDWARD NIXON
112 76 00.50% 00. INV = 14.10 70 INV.=23.82 OV.-23.93 TAX#
113 INV - 14.00 -006-019-000
29 LF V RCP R07600
114 0 0.4a NOW OR FORMERLY
CONCRETE
RVME
6. EL17.0 71
5mINV.-14.1 72
► H 3-G
STA 5+17
RIM -16j_ 73
INV - 12.50 , /
INV = 12-40
74 0
75-
137
5 136
70 135
60 00407
134
A.B. STOKLEY
133 1-00, 08. 815 PG. 148
000, NAV OR FORMERLY
GRAPHIC SCALE
a 30 so Im
( IN FM )
1 inch = 50 tL
0C)
r-,
co 00
co co
CO co
0
LL_C3
z
2 co
ff)
z Lf)
0
Lo
04
o 0
cli m
w
w Ld
00 _j
z to I--
0 x m
Li u' 0>
0
o ca m
" (: 5
cn .
04 0- Z
to
to
L%-
02
L)
z
C)
cn
E--i
P-i
CALE: 1 IF = 601
PROJECT #: 04017
FILE f, 04017MP.DWG
DESIGNED BY: A-S.D.
)RAWN BY: A.S.D.
CHECKED BY: A.S.D.
DATE: 11-15-04
REVISION:
SHEET NUMBER:
C-6
7 OF 12
ji� .-T-.7,. 7- F-T,� -%_ T.7.-, 7-7 , T--, �,-, -, -' 7 77�1! 1 , . . -'%-

00
rn r,
00 00
Lo U-)
I I
m m
N N
I I
to n
00 DDo
ai
c
0
a
� X
Q1 O
• jq li
r y 7V
Z co
~ Z L0
0
^J a)
N
W CJ
0 Vl
H� Q li 3 W
W = m
W (9
= c0 �
Z U Ln �
x0
Z a m �
LJ v1 W rn 00
cgaz
WU cat
zL
cri1.4
WAw
E--I pq w o
a
CALE: 1" = 60'
ROJECT #: 04017
FILE #: 04017MP.DWG
DESIGNED BY: A.S.D.
RAWN BY: A.S.D.
CHECKED BY: A.S.D.
ATE: 10-27-0
REVISION:
S.
SHEET NUMBER:
C 7
8 OF 12
r � .. __ _ , , 'II :iR + .'f r � f• rr. 't.+ ! <t �I•'a ��. I•, I S.KS 'l�l� T• �i.!i't��n�Y�•r� rt�!•"fS l�i Ti