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i ECEC PROJECT NO. 1100.40
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This drawing shall not be reppro duced in
whole or in part without whiten permission
of East Coast Engineering Company,P.A.

Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 1 240.47
Total Impervious Area Allowed at 30% 1 72.14
29
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Single Family Sq,Ft. Count Acres
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Reserve 36 0.00
' Marshfield _ .�-'" Total Lots 2,451,000 228 56.27
31 35 Roads 539,343 12.38
Section 4 Plat 1 32 33 34 Sidewalks 5' 75,859 134
29 Reserve Golf Course Cart Paths 10' 75,803 1.74
Marshfield Golf Course Structures
2s ..
�� Golf Course Future Allocation
Section 3 Plat 3
I Reserve 27 / 40 POA For Futu eu Allocation
Allocation
Wyndmere 26 /
Lots 27-32 25 41 Total Impervious Area 3,142,005 72.13
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22 42 Proposed Impervious Allocation
21 " CT
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Single Family Sq. Count Acres
20 44 Reserve Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86 (y
Reserve Wyndmere Lot 29 9,000 1 0.21 r
Reserve Moss Hammock Lot 171-177 7,500 7 1.21
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
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Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 T^ CC3 4
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 t 1
Reserve Bridgewater Section 9 Plat Lots 1-10 7,500 10 1.72 U
Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 •�
Reserve Bancroft I Section 9 Plat 1 B Lots 16-23 7,500 8 1.38 0
Reserve Bancroft I Section 9 Plat 10 Lots 6-13, 14A, 15 7,500 10 1.72
Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21
Reserve Bancroft I Section 9 Plat 2D Lots 2"6 7,500 9 1.55 0 (y
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10 (ry
Reserve Bancroft I Section 9 Plat 513 Lots 55-64 7,500 10 1.72 n
Reserve Bancroft I Lots 65-66 7,500 1 2 0.34 �✓ '
1 Reserve Bancroft 11 Section 9 Plat 2A Lots 1-10 7,500 10 1.72 r=-i
Reserve Bancroft II Section 9 Plat 213 Lots 11-24 7,500 14 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3,27 Ire'
Reserve Bancroft II Section 9 Plat 413 Lots 35-50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 413 Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 ram,
2 Reserve Bancroft it Section 9 Plat 2F Lots 96-90 7,500 5 0.86 w
Reserve Bancroft 11 Section 9 Plat 2G Lots 91-96 7,500 6 1.03
Total Lots 1,585,760 212 36.40
Roads 539,343 12.38
x ` �v/ �,� Sidewalks 5' 75,859 1.74
Golf Course Cart Paths 10' 75,803 1.74 _w
p,6 Golf Course Structures (� j
6 \� b1lb Golf Develo Course
For Future Allocation re Allocation 865
M a gene �� � g POA For Future Allocation 240 19.86
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/ / 1"�200'
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AFFIXED CORPORATE SEAL.
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s wing shall not be repraduc ten
whole or in part without writttten permission EC EC PROJECT N0. 1100.40
of East Coast Engineering Company,P.A.

Revisions
� ✓`° d/j//,�,/'` t f/ ,�' ///p'j �j �! /f/ � 'd// //''� / J'•/j /f°,r /i''� ' / � r•�"/rr`� ' .•,` f�/`.°d /''/f/,,'/r //f'``flff/./i � ,�
,� F `'`f /"^"• �F`! r'J!F 1/ 'Ft //f/p�/f`f r•+/° � f� // / ''1.,/' �! f! /// fJ JJ/�/ ! _
, /// !//s //d°/ ! // �f Exlstinp Impervious Allocation as per 08f24f200
, -
/ Acres
29 !% // / /` J/j, /� / fjf �r✓� ;/ ///jr, //
Total Low Der Project Area 240.47
J//,d J'd/ `,,F , J�/j /'/, � �. //.�' •''f'''/J! J''�f/,�j ,.,/ f ///j /J.®j j .`/ `! r' ✓/ � Y 1 0 72.14
rd i ,,r / // J /• f/ ,,, /,!// /!,f` / /f r ,r J /f Total Impervious Area Allowed at 3010
39 j �� /;d fj �'/r�J/! �`/ rf / /Z '�' fd f f //� // % r'f r/
32
31 30 30 28 !'s // // f/ /' f''d /,r /,�. /j � / // ! / %` �'`/,✓ Lot
Single FamilyS .Ft. Count Acres
28
10750 228 56.27
0.00
/J r'f r f/ /off'/ `/J/ f MIND
20B 38 �f/,r � � /i /i � � ° � � 0.00
27 , , JffJf /` o7 37 j f/ f / /
m � 7 J!O ��' •�!; ,, , •'f// /,. f / ,/ //fj,, 2�16 •/� � 0.00
// 204 20 35 /f r'' �i�, / 0.00
203 ,, 34 ///J /✓ r;� /�y
, / / / / ff/,r fj/ //! f/// ///�j/ 32 Total Lots 2,451,000 228 56.27
Reds 539,343 12.38
/ / / r / / d / r'fj �j // fj r / / ,r ✓ f/r / / 1 1.74
;�`/ 2$ rj /` // r / / jd � Sidewalks 5' 75,859
' ,� / /
1 /'� /�`� �f j� ��� •/ f f// ` �` � /,.�f Goff Course Cart Paths 10 75,803 1.74
.�°° J ,,.� � � .• 27 //, /f � f Jsr i / / � ,� ,•� - + Golf Course Structures
/ f r'r r / // / 40 21 /f/
g d / / / / / / //f
/,/ �'/// / /J � / ,� �` / � // Golf Course Future Allocation
26 J, f/ / / ''fr ��r' / / /J ''i'eid/f !
15 /,r //// J/ J// //!� '% f// f/``f d ! r rj, Developer For Future Allocation
POA For Future Allocation
�./ / ,•r / / ,/ / / J/ ff f/ 25 // ''f � 41 // /'` /f r ,,r J r'/ � a`'
f 212
f� ..,,..._....".u.... ....,. /.�''° � .�` � � /,•,/ / jjf Jj//f J//�/ /-. .,,� 24 � �j J
23 1 /!>� r /,� / /� , //d' e Total Impervious Area 3,142,005 72.13
22 42
,✓/ // fi / ,/�,'fi T 21321
�J// � J,f f /,/i r i �•
_ 4 /j f/ d' / fj //. /// Pro osed Im ervious Allocation
/ 1 ' rd' / drf d/j/ r'/,f !d'/,'/j fj •` �c P p 00
20 9C� ,;' r N
r' � /� �-
,.. '' 15 / �, ��`/ i'/ / %�.✓"' .-.-~ �• Lot
1S / f/, /� ,✓`// f ` Single Family Sq.Ft. Count Acres .
19 / /'// / Reserve ndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
/ / � /,�' f / `f F Reserve W ndmere Lot 29 9,000 1 0.21
r /
/!/// / // / d/j /// `d' --�" Reserve Moss Hammock Lot 171-177 7,500 7 1.21
M r Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1 {^�
df !j // , ///J ✓,/ ` ,r / ,/ `! / l 1 i Resere Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 (Z`) V
_ •% /f// JM / // �/ ' t ,,,.- ` Reserve Marshfield Section 4 Plat 1 Lots 19 29 7,500 11 1.89 `.rr
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 z
Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1,55 a 0
f r f J i r jf Reserve Bancroft I Section 9 Plat t3 Lots 16-23 7,500 8 1,38 i,,,)
Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72 bQM
i j r jjz t t , f r jl jet/{
/ - � 1
,� 7 Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21 �i
•�
j Reserve Bancroft 1 Section 9 Plat 2D Lots 28-36
Reserve Bancroft I Section 9 Plat 2E Lots 37�4 7,500 18 3.10 r4
Reserve Bancroft I Section 9 Plat 5B Lots 55.64 7,500 10 1.72 •,--i
Resei\e Bancroft I Lots 65-66 7,500 2 0.34
jll �' jt jj l j/l 1 j i j j j{ ` `.`?�`", ,,,--....-.,.. ti ,,,•�� I t'j j . t ,
tj {{ 1 jj1f1 f {jjj z { jjflT f Ij 1 , l j{,, / j{j{j 1 Res er� Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
j jj 4t f f /r /j 1 f jf j jjj1,f j(j{f j{J/jj//1 1 Reserve Bancroft II Section 9 Plat 2B Lots 11-24 7,500 14 2,41
Resem Bancroft fl Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft. II Section 9 Plat 4A Lots 64-71 7,500 8 1-38
j k
,t �� jjj/jjjj{ jjj f � 1 r 1/f t� "~•--_...,,, -- ...., �� j // �� � � � j Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86
fill {l{j / / / / °r� `` j '' / Reserve Bancroft it Section 9 Plat 2F Lots 95-90 7,500 5 0.86
t,, t lljff,llj{ ! # A jtdlj� t i{jf 1 ' ^Reserve Bancroft it Section 9 Plat 2G Lots 91 96 7,500 6 1.03
1 f�
j
Total Lots 1,585 760 212 36.40
Roads 539 343 12.38
/ � I t � r f j j � f j .� �-z Sidewalks 5 75,859 1.74
/ j j / jl j' f/ j Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures
S jI t 1
Golf Course Future Allocation
Developer For Future Allocation 865,240 19.86
POA For Future Allocation
jl Tq Total Impervious y'` �� ` ��;� pe 3,142,005 72.13
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1 j j,ll,jjljjj jjjj r !t $ a -s >ks ,� t `. ,,,
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{ {l {I{!1� j{1{JjJ!ljjljj �,2\65 ° �� `_" 1 -- - j- �f � �I
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3$ Date: 26 Rff Y 19
'\O 19 ��'� ,��& 33 �.,�.."�" ,�" _....._�.....
1 Scale: 1"-200'
LEGEND
By: M1B
39 Sig O '\ 4� bt t T STORMWATER FLOW DIREC,'TION Checked By: NIIB
9 9 9`Z g'3 � g� g� a`� �� �
�� '= 20'DRAINAGE EASEMENT
--_w
�N8 5�` � 51 GJ0 ° 60 ro'� 6`L i 63 VEGETATED SWALE
PHASE 3.PROJECT BOUNDARY
WETLANDS
Nil
N •� PONDS THIS PLAN IS NOT ISSUED FOR
POND CONSTRUCTION IMTHOUT
11 AFFIXED CORPORATE SEAL.
- ECE
IV
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0 100 200 400 600
Sheet 3-1 of 5

Revisions
JrrJrJ / Existing Impervious Allocation as per 08/24/2005
JJ j / J rJJJJJ JrJrJ Jrr,r,° .�'/// JJJJ JJ J JJJ°% JJ Acres
2 929 / / / /r / / /J J/ // /// // /
/J /j r //r // �/ // / /r / J r',r/ J/r JJJ/J JJ % Total Low Density e 40.47
rty Project Area 2
/Jj °J ''Jj/ ° /r JJJj J/ °JJj r J r°�J 'J'J/ JJ✓J//Jf'J/J/J J ,r J J ///// /J J� Total ImpeNous Area Allowed at 30% 72.14
'32 1
32 31 30 28 Jj/r JjJ , JJJ /Jr JjJ / J ' J JJ// J //J 'JJ/rjJ I Lot
1 30
28 JJ/ /� f °rr/ J/ J/Jr/ J r/Jr J/J //JJ/ / J <% '` _ 210 rJJ /rJ ! Single Family Sq.Ft. Count Acres
6.27
200 0 J 209 � ,J /JJJ JJJJ i 10750 228 5
39
0.00
POND
37 38 / ;JJr JJr /Jj JJj/r /
2C'% 0.00
0.0
f 27 J f Ji °irJ JJiJJ JJr /irrr rJr J///r/rJJ r1/JrJJ 2f:; 36 / J /jJJ / % JJJJ J J/JJJ / a.00
24 205
J JJJ J'/r i / / Jr''Jrj J /J'JJ °JJJJ 31 203 0 35
199 ;� J//J/JJ JJJJJ JJjJ/i J/�/ /Jrj,JJJJ 1 \ 2oz 32 33 34 /J //J Jj °J Total Lots 2,451,000 228 56.27
/ J r 29 /J J /� ,Jj //JJ // / / , ,�
/�jj Roads 539 343 12.38
V. r/ % / /jJ rjr/ / J/ J/JJJJJ Sidewalks 5' 75,859 1.74
JfJ 28 rJ/ '�`/ // / /
Golf Course Cart Paths 10' 75,803 1.74
/ 27 J/J //r ' /rj JJj / 40 211 / J j Golf Course Structures
Golf Course Future Allocation
t; / / /J /j ;/ r //r ///
' �.. /�° J/JJ JJJ,,�jJJ /,J J,iJ -J,/ `. JJ // J J J/// '' Ji' J/ / /// / Developer For Future Allocation
r// J 41 POA For Future Allocation
25 24,� //JrJ, '' 212 r ! / J�/J JJ//// J J //Jr ��, Jrr////
23 �c /� /
,92 r / - / / %J Total Impervious Area
J °/J i /J°Jf JJJJJ 22 / 42 f J ///� P 3,142,005 72.13
i
/ J/rJJ rJJ/J JJJJr , JJJJ s 211 POND JJ JJJ/JrJJJrJJ JJ/Jrr/ r/ ' J
EXIS-rINc
PaNL P p°°J/J JJ rJrJ
ri JJJ Proposed Impervious Allocation
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JJJJJ /JJJJ/r/Jrrr�//Jr JJir/i/iJ////iJJJ J ;/ice Patio 20 Ji/ JJJJ/ °J J J J J JrJJ N 0 o'** 44 15 J / JJJ/ ° Lot
J 'J
Single Family Sq.Ft. Count Acres
//j, J�/jr JJ J°/J J°JJJ/J/J/J J/r Jr/JrJJj J/ \ 19 JJ/ J°J/J �-+ i•�
Resere W ndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
�J JJJJOJ/JJ J � Reserve Wyndmere Lot 29 9,000 1 0.21
/° / / /� rJJ/J J/ JJ \ f Reserve Moss Hammock Lot 171-177 7,500 7 1.21 T�
Reser* Marshfield Section 3 Plat 3 Lots 30 14,000 1 v
°/JJ °JJJJ J J JrJJ/ °Jr rJr J� / Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 V �
/ Resene Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 O •�+ N
J/Jr J°J/JJ i J°Ji J°r JJ /JJ
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 �7, 0
C) / JJJ I Resertie Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 r-0 �
Reserve Bancroft I Section 9 Plat I Lots 16-23 7,500 8 1.38 0 N
4-J, m
Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72 �Q
8S0 �a / //// //! Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21 O
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
/! Resertie Bancroft I Lots 65-66 7,500 2 0.34
lllll!/
add llllllll lllllll ,, ;� /lllll lll //Illl/
//J!/ /! !//!/ Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 101 1.72
41 //// /! / d l/ /////!!//!/ ///////f///// Reserve Bancroft II Section 9 Plat 2B Lots 11 24 7,500 14 2.41
-61 Resere Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500
Reserve Bancroft 11 Section 9 Plat 4B Lot 51 7,560 1 0.17
i Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
/ / Reserve Bancroft II Section 9 Plat 2C Lots 81 85 7,500 5 0.86
Reserve Bancroft 11 Section 9 Plat 2F Lots 96-90 7,500 5 0.86
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7,500 6 1.03
Total Lots 1,585,760 212 36.40
6 Roads 539,343 12.38
' 'y � Sidewalks 5' 1.74
DO Golf Course Cart Paths 10' 59
Golf Course Structures 75,8 75,859 1.74
Golf Course Future Allocation
Developer For Future Allocation 865,240 19.86
POA =o-Future Allocation 0
Total Impervious pe Area 3,142,005 72.13
S Ill lll!!l! !f l !llld dll, ! !!!l!!!' !!� lfl!! JJlNZ
ti l ' ( lf!llll!ldl ll1/ /Jll>ll f l/
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08/24/2005 Permit lots (Gra �h / �' -e (�
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625' /208 Y �
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a 2 3� 1 �5 2019 Permit_lot- a.pk) ,�
�6 ° r Date: 26 JLJI.Y 19
Scale: 1"=200'
l l l l l l l 1 ill 'X �'� " g I LEGEND Drawn By: MIB
41 45 9� STORMWATER FLOW DIRECTION Checked By: MIB
0 20'DRAINAGE EASEMENT
3 ` ��'�Ao� i\ ✓ p �6 r y� �J$ Fj9 6o i 6N 62 63 6 6� VEGETATED SWALE
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Sheet 3-1 of 5

Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 240.47
29 jTotal Impervious Area Allowed at 30% 1 72.14
Lot
32 31 Single Family Sq.Ft. Count Acres
30
10750 228 56.27
2s
0.00
0,00
_�. 30 39 0.00
38 0.00
Reserve 36 37
Marshfield 35 - Total Lots 2,451,000 228 56.27
Section 4 Plat 1 31 33 34 Roads 539,343 12.38
32
',��� `� Sidewalks 5' 75,859 1.74
29 Reserve Golf Course Cart Paths 10' 75,803 1.74
28 Marshfield
Golf Course Structures
Golf Course Future Allocation
Section 3 Plat 3 Developer For Future Allocation
Reserve �'`� 27 26 d Wymere 40 POA For Future Allocation
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Lots 27-32 25 41 Total Impervious Area 3,142,005 72.13
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Single Family Sq.Ft. Count Acres 0C
20 44 Reserve Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86 N
\ Reserve Wyndmere Lot 29 9,000 1 0.21 r
19 Reserve Moss Hammock Lot 171-177 7,500 7 1.21 �L li .P �+
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Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 ��A Cd
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 V 1 U
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 1 10 1.72 4 �4 Q1
Resere Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55
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Resere Bancroft I Section 9 Plat 1B Lots 16-23 7,500 8 1.38
Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72 �r...l
Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21 O Q\
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55 0 N
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10 aQM
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
Reserve Bancroft I Lots 65-66 7,500 2 0.34 O
Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft 11 Section 9 Plat 213 Lots 11-24 7,500 14 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34 & 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
rL Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 rT�
Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7,500 5 0.86 w
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Resere Bancroft II Section 9 Plat 2G Lots 91-96 7,500 6 1.03
Total Lots 1,585,760 212 36.40
✓„o' rf" �� D, Roads 539,343 12.38
Sidewalks 5' 75,859 1.74
A 5 Golf Course Cart Paths 10'
75,803 1.74
p,6 Golf Course Structures M
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Ike\� Ika Golf Course Future Allocation
0 �4Q, Developer For Future Allocation
865,240 19.86
�e �\ POA For Future Allocation
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Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 1 240.47
29 Total Impervious Area Allowed at 30% 172.14
Lot
Single Family Sq.Ft. Count Acres
32 31 10750 228 56.27
30 0.00
28 0.00
30 39 0.00
- 3$ 0.00
37 0.00
W Reserve 36
Marshfield Total Lots 2,451,000 228 56.27
31 35 Roads 539,343 12.38
Section 4 Plat 1 32 33 34 Sidewalks 5' 75,859 1.74
29 Reserve Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures
28 Marshfield Golf Course Future Allocation
Reserve
27 Section Plat 3 Deve40 POAIoper For For F to euture Allocation
Allocation
Wyndmere 26 Total Impervious Area 3,142,005 72.13
Lots 27-32 a 25 41
24
23
22 �,f 42 Proposed Impervious Allocation
21
Lot d.
43 Single Family Sq.Ft. Count Acres00
�20 � Reserve Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86 (�
Reserve Wyndmere Lot 29 9,000 1 0.21
19 Reserve Moss Hammock Lot 171-177 7,500 7 1.21
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1 00
Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41
Resere Marshfield Section 4 Plat 1 Lots 19 29 7,500 11 1.89 V
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 V
Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55
O O •� N
Reserve Bancroft I Section 9 Plat I Lots 16-23 7,500 8 1.38 Z o
Reserve Bancroft I Section 9 Plat I Lots 6-13, 14A, 15 7,500 10 1.72 e-I
Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21 O 01
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 91 1.55 N
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10 (Y'1
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
Reserve Bancroft I Lots 65-66 7,500 2 0.34 O
Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft II Section 9 Plat 2B Lots 11-24 7,500 141 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34 & 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 rT,
Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7,500 51 0.86
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 1 7,500 1 61 1.03
Total Lots 1,585,760 212 36.40
Roads 539,343 12.38
lk Sidewalks 5' 75,859 1.74
Golf Course Cart Paths 10' 75,803 1.74
NO Golf Course Structures
6 \ �� Golf Course Future Allocation
'$ \ se , \ Developer For Future Allocation 865,240 19.86
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9 �G 0 Total Impervious Area 3,142,005 72.13
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Scale: l -200'
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Sheet 3-2 of 5

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ExistingImpervious Allocation as per 08/24/2005
%� / / /✓ ,� i `, / Acres
/ 29 / i /�/ / / ' / //� �,, /: /'� �;, N� f / / // / , , ,/ f / / ,'` / , , �!/ ��" / Total Low Densit Project Area 240.47
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Total ImpeNous Area Allowed at 30% 72.14
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29 i ,� /� ,� /,,
' , ; Roads 539,343 12.38
Sidewalks 5' 75,859 1.74
28
Golf Course Cart Paths 10 75,803 1.74
// /j / �!/ ,`,` // ,', 40 / ` ' // /" �/ ' Golf Course Structures
27 y / /� f .f /d f °"/,�' /j /. i` // 2 8; � // / � / j
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/ / ` �;,",� , 26 V. �," ."� f //,/ ,,:'r // ��, ' //`"� � � '// /�"` / // `'/ i�f `/ /�' Developer For Future Allocation
25 194 ;• / / //f ,� // �// ' 41 / / ,,/' /j //�// / / ""/ / //f// POA For Future Allocation
/ / // / ; / // ✓ // //�j,,, / 24 23 Total Impervious P 3,142,005 72.13
42
///
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20
Lot
Single Family Sq.Ft. Count Acres � � •
/ �, Reserve 1N ndmere Lots 27 28 30 31 32 7 500 l
// / i � �i !; / / 1 _ Reserve VVyndmere Lot 29 9,0C�J 1 0.21 O 01
Resel Moss Hammock Lot 171-177 7,500 7 1.21
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
% Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41
I
Reser�.e Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 O
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72
'� ' 1 1 Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55
}. '( Reserve Bancroft ISection 9 Plat I Lots 16-23 7,500 8 1.38 N
f( � /' ✓" J ( ( x ; ,, } ! Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72 bAM
ti? f { { 1 ; ° l r 7 Reserve Bancroft I Section 9 Plat I Lot 14B 9,200 1 0.21
Reserve Bancroft I Section 9 Plat 2D Lots 28 36 7,500 9 1.55
Reserve Bancroft I Section 9 Plat 2E Lots 37 54 7,500 18 3.10
( } / if Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
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Reserve Bancroft I Lots 65-66 7,500 2 0.34
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Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft II Section 9 Plat 2B Lots 11-24 7 500 14 2.41
t V � ; 'fall � (/II(i 'r{ r i % Reserve Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
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%'11 t ( ' '# l Reserve Bancroft II Section 9 P lat 4B Lots 35 50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64 71 7,500 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81 85 7,500 5 0.86
ReseneBancroftllSection9Plat2FLots96-90 7,500 5 0.86
off, (jj �jj s p� jj� $�� p�� f��,'1 "4. - f �4 � p 1�r � ���#�� � �1 ���' � Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7,500 6 1.03
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1 (fJ r 6 ( # 1 f- j �� t I Jj t � r ,r D�� Roads 539,343 12.38
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t � 111111,11111ht( f, }; Sidevralks5 75,859 1.74
, ° t �� r' ���, Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures
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Developer For Future Allocation 865,240 19.86 1.4
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Total Impervious Area 3,142,005 72.13
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tFJR 1'cIS.
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UNDARY
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Sheet 4 of 5
This drawing shall not be reproduced in
whole or in part without written permission ECEC PROJECT N0. 1100.40
of East Coast Engineering Company,P.A.
it

%; t'" / / :fit �t/f °/ / Revisions
M/M,
, / r/ .� /'f '/ / r .'' '/,r' '//,�j/, /, /'�% �f/f
x , / / / // / / % ' '° `t/ //r //t Existing Impervious Allocation as per 08/24/2005
✓/ / /,, // // > %� '// /,, r/ / / j f f r /,/ / = !'%/�/ ' . // / � / ' / r F. 'f/, f ;' /' ! Acres
> 29 / / / t /!� , /� /t '�'/ . f''r ',f' f`` f / r t/ f f / ' .`,: . ,,. f '/ ,€... , / f // '/ Total Low Density Project Area/ / r / / / Y240.47
/t,// t/t�/ /t '' 't A `°'/ / ''f j // ' ' %fir /' Total Impervious Area Allowed at 30% 72.14
32
31
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32 / / f / / // / f r / f / r ' !'� f� / f Lot
/ 31 28 // / /// f/ f; , / f / // f /
/ ' / / /' / ' ' '/ Single Family Sq.Ft. Count Acres
30 /// �,� // ''// '` / ,' / f ,�, / 21 /'
28 '.f 10750 228 56.27
/ / f/ /// / / �// ' fr 209
// // t r ' // '/ ' f 0 , , / 39 r ,'f / 'r'/ r 0.00
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a � 207 ' //// r / ®'/ 0.00
� // t///// '/ // / f r /' /, //// ''/ f / ,f/o • / , /// //
/,� , / Z' ' / // ''o'//' ` 36
7 t/f r 204
t / r 35 r / // ' // // 0.00
' / f` // // 33
/ / Total Lots 2,451,000 228 56.27
' / / i 202
r / / / //7 29 / /j ,. t / f /, / Roads 539,343 12.38
✓, /V Sidewalks 5' 75,859 1.74
28 /r /'// // �' ' � ' ' / ' Golf Course Cart Paths 10'
/ /`� /' 6` � / / ,;" 75,803
1.74
/ �, / ft'' ✓' � � ;'' ,''',/� ,'' '/t ,.'/ � f � ,' � J'� / r �r/Ao'
,�` .f°`f / / , , / , : / Golf Course Structures
/ / f '' // /�/ ' ,' Golf Course Future Allocation
2 f / / / ' / r , / / �, / / . / /
6f/ f / / , r r�/ f /t Developer For Future Allocation
/ r / / f ' / / �°
'/ / / 25 I 41 POA For Future Allocation
/f'/
i / Total
//t mperviousArea 3,142,005 72.13
ell
t21
'"G Proposed Impervious Allocation
9 00
'! //// //t //o t�i' i ; f/ �. 20 l 44 Lot
' Single Family Sq.Ft. Count Acres
/ // ''/ Y
// / 19 // /�` ,' f/ Reservendmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
Reserve Wyndmere Lot 29 9,000 1 0.21 O 1--i �1
00
/ F
i.!
j Reserve Moss Hammock Lot 171-177 7,500 7 1.21 -
/ ' / �.•--" Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
Reserve Marshfield Section 3 Plat 3 Lots 31 44 7,500 14 2.41 U
// '; f f Reserve Marshfield Section 4 Plat 1 Lots 19-29 7 500 11 1.89O •�
IN
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 F-+ � O
"Ilk
�w � ;��� Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 O
Reserve Bancroft I Section 9 Plat 1B Lots 16-23 7,500 8 1.38 4j (N
Reserve Bancroft I Section 9 Plat 1C Lots 6 13, 14A, 15 7,500 10 1.72
Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7 500 18
Reserve 3.10
{ Bancroft I Section 9 Plat 5B Lots 55-64 7 500 10 1.72 •�
a ' I ' r t F Reserve Bancroft I Lots 65-66 7,500 2 0.34
1r} ,
� - �°� � Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.7
' N' � � � r1j1 } f JJ � fg Reser� Bancroft II Section 9 Plat 2B Lots 11 24 7,500 14 2.41
1/ v / t' f Reserve Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-6;3 7,500 28 4.82
" ✓ r i 6 Reserve Bancroft II Section 9 Plat 4B Lot 51 7,5 1 0.17
r 1
f t t t Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7 5
� 00 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86
/t �� 4 r Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7,500 5 0.86
? f 1 f '�.� ` f Reserve Bancroft II Section 9 PI t 2 -
1 , v b l r t :. I a GLots9196 7,500 6 1.03
jj
�-- � �° ' � /� � , { � 6�F Total Lots 1,585,760 212 36.40
of ff� f�lf� � j 1J a i `-' 1i £ a / �,>` Roads 539343 12.38
f{ljff1 Sidewalks 5' 75,859 1.74
( � ¢ If
i E €1 f 11 tl r ~'�` Golf Course Cart Paths 10' 75,803
US Golf Course Structures 1.74
Golf Course Future Allocation l
o r , ad 1 ! !11 1111 I-1
�� �r r ,�'��t r f,✓ � J�� �� � ����� �, ���J �� Developer For Future Allocation 865,240 19.86
fl r s f p 1I RZ ' POA For Future Allocation C
15 Total Impervious Area 3,142,005 72.13
Hill \1
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Date: 26 NLY 19
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----- LEGEND Drawn B MIB
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VEGETATED SWALE
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PHASE 3 PROJECT BOUNDARY
N\4
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' f 1 } PONDS THIS PLAN IS NOT ISSUED FOR
,v6 i --• ...... lD CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
IN 11111
---------------
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SCALE: 1 =200'
0 100 200 400 600
Sheet 3-1 of 5

Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 240.47
29
Total Impervious Area Allowed at 30% 72.14
Lot
Single Family Sq.Ft. Count Acres
32 31 30 10750 228 56.27
28
0
0.00
\ 30
39 0.00
38 0.00
.`" Reserve 36 37
0.00
7
4 Marshfield 35 Total Lots 2,451,000 228 56.27
�,. 31 34 Roads 539,343 12.38
SeSection4 Plat 33 32 Sidewalks 5'
29 75,859 1.74
Reserve Golf Course Cart Paths 10' 75,803 1.74
Marshfield
tructures Golf Course S
28
Golf Course Future Allocation
SeCt1011 3 Plat 3Developer For Future Allocation
Reserve 27 40 POA For Future Allocation
Wyndmere 26
Total Impervious Area 3,142,005 72.13
Lots 27-32 25 41
24 �]
>` 23
22 42
Proposed Impervious Allocation
i w /
C1
21
Lot d.
43 Single Family Sq.Ft. Count Acres
00
e• 2044 Resertie Vvyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86 N
Reserve Wyndmere Lot 29 9,000 1 0.21
19 Reserve Moss Hammock Lot 171-177 7,500 7 1.21
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1 o
00
IResere Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 T� CC3
Reserve Marshfield Section 4 Plat 1 Lots 19 29 7,500 11 1.89 V 1
Reserve Bridgewater Section 9 Plat 5 Lots 1 10 7,500 10 1.72 �+ V
_ Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 l N
Reserve Bancroft I Section 9 Plat I Lots 16-23 7,500 8 1.38 v Z Q
Reserve Bancroft I Section 9 Plat 11C Lots 6-13, 14A, 15 7,500 10 1.72
Reserve Bancroft I Section 9 Plat I Lot 14B 9,200 1 0.21
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55 0 (v
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 1 18 3.10 4_j (Y�
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
Reserve Bancroft I Lots 65-66 7,500 2 0.34 O
Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft II Section 9 Plat 2B Lots 11-24 7,500 14 2.41
Reserve Bancroft 11 Section 9 Plat 3A Lots 25-34 & 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
'v Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
Resere Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 rTl
2 Reserve Bancroft 11 Section 9 Plat 2F Lots 96-90 7,500 5 0.86 w
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7,500 6 1.03 [--�
rb Total Lots
1,585,760 212 36.40
` Roads 539,343 12.38
Sidewalks 5'
75,859 1.74
Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures M
Golf Course Future Allocation
c�Py�2 Developer For Future Allocation +_8�,240 19.86
N� POA For Future Allocation
G�011 �3P �� N9
- ' Total Impervious Area
gQ � � _•- �` P 3,142,005 72.13
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5
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Sheet 4 of 5
! ! ' ECEC PROJECT NO. 1100.40
I
This drawing shall not be rreepproduced in
whole or in part without wn�ten pernussion
of East Coast Engineering Company,P.A.
I

Revisions
Existing Impervious Allocation as per 08/24/2005
�/®, fj� /'/ // '/j/ '� ;,� / /%// , , , . ,, • r/ '� r ,� r '�'///,r //// 'r// ,l / Acres
/! . ,' /I / Total Low Densit Project Area 240.47
t / / o
Total Impeneous Area Allowed at 3010 72,14
3028 / � � /// , / `/ f Lot
/ / / / /
28 / / / / / / / /, /,. ,/� Sin le Famil
�'�' � i`'' �, /`� /' 9 Y Sq.Ft. Count Acres
ZZI /// /./// 200 q0 39 /� ,/ � 107501 228 56.27
0.00
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>' 34
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29 / f / r/ 202 M / / // ' / / / Total Lots 2,451,000 228 56.27
/ // // / // / tee, 3s / /j / //,! /�/ ' / / /� // // '/ / Roads 539,343 12.38
28 f� / // / ®! Sidewalks 5' 75,859 1.74
19I // Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures
�/ f / !/ / / /// / /// / ,, ,' Golf Course Future Allocation
�✓ // /// ! �/'/////// / ��j/ :» 26 195 /// /i// f /�/ ///, / // // ! / //'/ `//! ' ! Developer For Future
19 % / / '/ / / //;// / '/ Pe Allocation
/ / / // 25 / / // 41 // / �/ / //
/ / / /// // % // // i // /j/ 24 /' � 6 212 ' / , /// / !/ POA For Future Allocation
!'f,'� / ° r // r',�/ Total Impervious Area 3,142,005
22 ' 42 / /� /, /� ' / / / / 72.13 1
/ POND
N
/ o / / / / ,�/ Proposed Impervious Allocation
`,/j ��/,°f/ /' c 2019c` Pia
00
AA
15
Lot
Family
Single C�
9 Y Sq. Count Acres
, /j/, // r �, / Reserve W ndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
Reser\e Wyndmere Lot 29 9,000 1 0.21
,_, Resere Moss Hammock Lot 171-177 � 0C
7,500 7 1.21 �..,
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
i Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 '� U
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72
Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 � 01
7
Resere Bancroft I Section 9 Plat 1B ,500 9 1.55 Lots 16-23 7 500 8 N
Reserve Bancroft I Section 9 Plat 1C Lots 6-13 7,500 10 14A 15 1 r M
1.72 b.Q/tttit Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 U.21
Resem Bancroft I Section 9 Plat 2D Lots 2 - 7,500 8 36 9 1.55
t
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10
a, l ' Reserve Bancroft I Section 9 Plat 5B Lo_..... � � "'"� � Jl t l t l � _{ � is 55-64 7,500 10 1.72 •�
`�. Resere Bancroft I Lots 65-66 7,500 2 0.34
``a ,._. ``� ,� t111/1 111tIItf '° • `�111�
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Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
!f Y �. , t11111lt111 lIII 11 R
1t1111 eserve Bancroft II Section 9 Plat 2B Lots 11-24 7 500
� �I �° � ltl ��� /t 111 lllltl � 14 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 46 Lots 35-
Reserve Bancroft
& 52 63 7,500 28 4.82 ncroft II Section 9 Plat 413 Lot 51
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
t}> dp , �r J i i; Reserve Bancroft ll Section 9 Plat 2C Lots 81-85 7,500 5 0.86
>� ��� �{// � � � � A �f,�, 11�I�, � �+ � � � � � j �•� � ��� � � � ; f J Reserve Bancroft II Sectlon 9 Plat 2F Lots 96-90 7,500 5 0.86
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7,5001
g f IJlp'l6 1.03
6
A _ Total Lot
s 1585760 212 36.40
If Roads
539,343 12.38
Sidewalks 5' 75,859 1.74 Q�
Golf Course Cart Paths 10' 75,803 1.74
Golf Course Structures
d14 l / D / Golf Course Future Allocation
til 1
!l l Developer Fof Future Allocation 865 240 1 g 86 ►�
', tllll tlllt//tiff It t!t a� 5� I POA For '1 e Allocation
Total Impervious ous Area 3,142,005 72.13
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08/ /2005 Permit lots (Gra
tilllllll tit ' NIS 2019 Permi
Date: 26 JiJLY 1
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Sheet 3-1 of 5

Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 1 240.47
29 Total Impervious Area Allowed at 30% 1 72.14
Lot
Single Family Sq Ft. Count Acres
32 31 10750 228 56.27
30 0.00
28 0.00
30 39 0.00
38 0.00
Reserve 36 37 0.00
7 Marshfield Total Lots 2,451,000 228 56.27
35 Roads 539,343 12.38
Section 4 Plat 1 31 32 33 34 Sidewalks 5' 75,859 1.74
29 Reserve Golf Course Cart Paths 10' 75,803 1.74
Marshfield Golf Course Structures
28 Golf Course Future Allocation
Reserve 27 Section 3 Plat 3 Deve40 POAIope,For For Future uture Allocation
Allocation
Wyndmere 26 Total Impervious Area 3,142,005 72.13
Lots 27-32 25 41
24
23
22 42 Proposed Impervious Allocation
21 Lot o
43 Single Family Sq.Ft. Count Acres 00
20 Reserve Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86 N
44 Reserve Wyndmere Lot 29 9,000 1 0.21 ^r
19 Rese-�e lvloss Hammock Lot 171-177 7,500 7 1.21
Resere Marshfield Section 3 Plat 3 Lots 30 14,000 1 C
Reser-e Marshfield Section 3 Plat 3 Lots 31-44 7,500 14 2.41 T� C� 0 00
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 V 1 U Q
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 O U
Rese•ve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 l N
Reserve Bancroft I Section 9 Plat 1B Lots 16-23 7,500 8 1.38 v Z
Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72
Reserre Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21 Q�
Resewe Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55 N
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10 �' M
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
Reserve Bancroft I Lots 65-66 7,500 1 2 034
Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft II Section 9 Plat 2B Lots 11-24 7,500 14 2.41 ~
Reserve Bancroft II Section 9 Plat 3A Lots 25-34 & 72-80 7,500 19 327
Rese ve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
N Reserve Bancroft II Section 9 Plat 4B Lot 51 7,560 1 0.17
Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 rTl
`Z Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7,500 5 0.86 w
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7.500 6 1.03
`3 Total Lots 1,585,760 212 36A0
Roads 539,343 12.38
N 1 Sidewalks 5' 75,859 1.74
Golf Course Cart Paths 10' 75,803 1.74
Ng No Golf Course Structures
6 NN Nb Golf Course Future Allocation
e Developer For Future Allocation 865,240 19.86
POA For Future Allocation
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0� P�a D Total irnperviousArea 3,142,005 72.13
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Scale: 1"=200'
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Sheet 3-2 of 5

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I I ST.JAMES DEVELA)PMENT CObWANY,U.0 Date: I I AUG 03
Ak P.O.BOX 10979 44 SOUTHPORT,NIC 29461 Scale: 1"=300'
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51 LEGEND SFTE DATA
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STORMWATERFROJEC7 ARL4 10,474,917 9F(240.47 ACRES)
PHASE 3 PROJECT BOUNDARY
THIS PLAN IS NOT ISSUED FOR
TOTAL DISTURBEDAREA 4,172,176 SF(95.78 ACRES)
20'DRAINAGE EASEMENT ----------------
7. AFFIXED CORPORATE SEAL.
MAMAdE
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WETLkNDS AVRAGELOTSIZE 132DO SF(835 ACRES)
04PERIOUS AREA FOR ROADWAYS 539,343 SF(12.39 ACRES)
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L.—,-- 114PERVIOUS AREA FOR CARTPATHS 73,W3 SF(1.74
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TOTAL NUMER OF LOTS 2U 16729
UAPER'v OUS APLEA FOR SIDE%,ALKS 75,859 SF(I�74 AQ
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PONDS
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\iAXMUM PAPERVIOLS AREA PER LOT 10,730 SF
FudIRY PHASE 3 WETLANDS AREA 2426339 SF(53.70 ACRES)PROPOSED D&PERVIOUS AREA
1#8 too 1110,
NOTE: PAVEMENT WIDTH IS TYPICALLY 30 FEET(BC-BC)EXCEPT WHERE oTHERY.IsE ENDFCATED. CARTPATHS AM 9 FEET IN WID'm
SMEWALKS ARE 5 FEET IN WIDTIL Sheet 1 of 5
ECEC PROJECT NO. 1100.4D
S drawing shall not e re
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IIvfPERVIOUS AREA FOR SIDEWALKS70830 SF(1.63 AC)
`'', _ ;'"/ -f'('1 _ ,r',I• ! ',� �`. _ .., r \\ l' ' .a\.ter i F -- _ '/;''-_- ! '\ \' 1\\ .\ y:. Li _ w � r a t �
:
i 1
X /•; �-.. ._....-•' ,' :r 't �.,r' __ r 1 �'�; _ � c� - _ � ..(.. y', \ } w,;\ 'P \ \:-' \ \,, TOTAL UMBER OF LOTS 215
` „mot..,. /�-_ Y+ \ /, � � .l, �� - 'i 1 �::_"_-f�ba�., �•-�`` f'• \,\ ,\\`\ �t \ \ I`I O
MAXIMUM IMTERVIOUS AREA PER LOT 8614 SF
f _,ORAYIAEA�13 � { ( `: '_ _.�- i ( �`- .\ ,l. `\ ` /
j ''•._. . ,, - / __.._._- /-'l• •!'!, ';�,�� y\ 't `�_ r1,--' 1 i i ' r i ,,` ' t � f) ) / j� -'�-.- ';-=_ � / ~II\ ,\ %� - _. � 2426339SF(55.70ACRES)
fU
' ,• .' 1 _ PHASE 3 WETZANDS AREA
{ ;I
MAQ•IMiB ARBA to
J / .r"rl. 'l i'%� .7 ,r.•i. -�• � `X- , \ t+ _ J�"� r 1 \ .,; 1 / •` `\` I I w _ i / \• _
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rb9
LEGEND M
'• 1r '; `I`, 7 (, ,f /1 rt1 s, /:✓ \\ ; �` f. r -�` 1 �`- \\ f 1 , ! / \� !n 1�
368 Yel-. r/ �• !'i S`+! J l ' \ / Y
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%%
! ;r r 1 l iif /' _ i ✓ _/\ -_/ \ ~�\ \ / ��, i / /; V 1
DRAINAGE BOUNDARY
, ,/;/ ;i 1, rr !!1;'�` 'j1•';!'i, `i If, ./ `w !',i rl
Date: 4-6-05
I I r'I �•c _ t. _s J(
20'DRAINAGE EASEMENT
-- -- Scale: 1' =200'
_ ---
1' ''1 `•i� ,�' 1 1,!`!' `,r.,= ;"-r //-• .''`' �- - I /' DRAw/Ita�Ma
�f --- --— 3 1
••!'I(;,I t., ;, ,;f:f'/1!1 r1 Ij I/; !ii�l,'i; / i!/ \
I \ �, 'r, ,! 1 ,•, I ,,'`K}�l�•. �1' l 'i° - � ,^ t j - _ -.._._ .i DRAD+Acc _'! - - - - '\ `�� Drawn By DAH
,i. r IL"Y4'•�rY f 1 ,,-f'_. 1 `\ •.,\ ,- _ _ t +,�% \ I/ 1 f
VEGETATED SWALE
Ch k B
''31��/�/. ec ed y: DBB
r , i i r 1 ,1/, ,, !, i ✓`// /l' t \ - `�\ \ ! \ /'t ' ` / i /'/, t'"-`-'Tr-,•--- _.._. .
DRAmACIfiARr is`\ j i% '+ ! l --'I ' �%-\, / ,/- ,;•' ., J r'
, v '/L f
4 :, ! ., ! :i!:,:': !, .__' i `\ \• '� -. � ifl \ r` f" �DRAOVA�� 6 �\ .�` I r` ! +_ � ��i' r>--rr -r> -r
.,, !,, :;:: .. 1 1,,.,: r,; •, •I->1-' ram- � t I -------{ i NHA _-r'" I !i T I� �'!-.� /;n ",r,, rrr.-!
- WETLANDS /
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t \ THIS PLAN IS
,�,/`-., \_-- j. NOT ISSUED R
! ,
_ 1, ; -•; �"-�- t I _ � __ �� \� i i `� ,� � "`} ,-. -%�� ` '" �-\, \ .'\ T I CONSTRUCTION WITHOU7F0 i
\ ) \ ", , 'i ; I`'' t __ _ _. _- -- --- '• � y-.1 ��' �\� \ � � r"� � � / AFFIXED CORPORATE SEAL.
.r iT r .1.' ,� I ' t `q �' / � �/;' \ � •1 Fes'" V /
DRAINAGE AREA 26
I � - 1 l T' :•-� t 1 � , «ttNl !1/t�f
r
AL-'
/,, '/ Y\', / ---T---_�Y , \ i I '�"_ `'1 t w •ww\ - r ;� `\>\'_�'! '/ /rw\ ' J+ j `\ �t 2� i I ..E:)I =2�r 1 729
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/ = - :ice-` ' r i \ 'f1 - �,. �� 0 100 200 400 600 "� Z`.
_
,
,
INS-
Sheet 4 of 5
i
This drawing shlt not be reproduced in
whole or in part without written permission
of East Coast Engineering Company,P.A. ECEC PROJECT N0. 1100.40 �
r M :
i
N. '' t �a1 I

Revisions
ALL SWALES REQUIRE TEMPORARY LINING. SWALE/ BOTTOM DEPTH
(DAi) WIDTH(FT) MIN.(FT) 9-30-03 Roadway Detail&Swale Detail
ESTABLISH VIGOROUS PERMANENT A Revised,Swale Table Added.
VEGETATIVE GROWTH ON SLOPE,BANKS AND PULL SLOPES BACK TO 1 5 1.5
i A. BURY THE TOF END OF THE EXCELSIOR STRIPS CHANNEL(SEE"EROSION CONTROL NOTES ----BLEND INTO EXISTING 2 7 1
AND SCHEDULE) TERRAIN,TYP. 3 5 1 5 15
- - I
IN A TRENCH 41NCHES OR MORE IN DEPTH. 1 ' / s 1 r
MIN
3
/ _ 1
6 3
7 3 1 I t 9' WJN. r -
8 3 1
9 3 1
B.TAMP THE TRENCH FULL OF SOIL.SECURE10 3
WITH ROW OF STAPLES, 10 INCH SPACING, - - Srs Op S�- QE _ "� 12 3 1 FILTER FABRIC ` "._
Z � .
-- I I y'1 I I 13 3 1 4 ES DOWN FROM TRENCH. - 14 3 1
15 3 1 A
s 3 , NCDOT CLASS B
t6 3 EROSION CONTROL
19 3 1 STONE
C.OVERLAP-BURY UPPER END OF LOWER -
20 3 1
22 3 1 ON UPSTREAM FACE - - -- ---
L___ 21 3 1 8"TO 12"#57 STONE
STRIP AS IN"A"AND"B".OVERLAP END OF ✓ --: ;
OP STRIP 4 INCHES AND STAPLE i 23 3 1 -'
E.OVERALL .� TYPICAL TRAPEZOIDAL GRASS SWALE 24 a
\ • / z5 3 1 FILTER r>: 24 MAX T h�
" v
NOT TO SCALE
FABRICy41 AT CENTER
" VARIES SEE PLAN -- 10' SECTION A-A �
F. STAPLES MAXIMUM T APART tv
TEMPORARY CHECK DAM W 00
PLACE
D. EROSION STOP-FOLD OF EXCELSIOR BURIED - -- / / / I -� . G 1 1/2" 2 ASPHALT __ _ __- _ _ _ NOT TO SCALE
IN SLIT TRENCH AND TAMPED, DOUBLE ROW \ THROUGHOUT EXCELSIOR MATTIN HO� ___
\. / / `. -� IN A DIAMOND PATTERN TO KEEP 1/4":1-0" FABRIC •
/ -� MATTING FIRMLY IN CONTACT w/SOIL. T CC - - -
--
OFSTAPLES. �-. � .... _..._ --- - � / � - - - _ " -- -Lo
FAB 4 (TYP.) - - -- - -- -- --- - OON
C SS" "RIP RAPr6"AGGREGATE BASE COURSE f� I - a J � ,_ ate, ,,.�.�� @FW N./ t
/ TYPICAL STAPLES 1
-COMPACTED SUBGRADE TO 95%MOD. PROCTOR DENSITY I ' - ��x}_ '�J}; �: ;fit 1
r+su s�Tux r,� z ^ O
i.'
CROWNED PAVEMENT SECTION
NOT NOT TO SCALE
24"MIN #57 CLEAN WASHED STONE srOyE sECI,oN O O O
00
EXCELSIOR MATTING DETAII. J\�rI �VJI�r1 J r Qw a"�FULL r'
NOT TO SCALE \ r Z I\ 11 TIP a R" Ob,II j1B'�ERa4RR
III' <OL `d� VASMEB S70f
CD 4
' / 1 17 _III II III I III.I
WMAKE
o -
II .
P SILT FENCE STONE OUTLET SEE R4N)-
PO J
�G NOT TO SCALE TEMPORARY
DIVERSION SWALE SEDIMENT POND DETAIL
NOT TO SCALE
NOT TO SCALE TOP OF CURB
TOP OF PAVEMENT
P
•� -- � . - MAIN ROAD
6' IN. ' SEEDING SCHEDULE INTERSECTING ROAD M
VALLEY GUTTER SECTION 1
SECTION 1 W
�h ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER.THE CONTRACTOR NOT TO scuE
2" 3"COARSE AGGREGATE MAY USE METHODS AND SCHEDULES SHOWN BELOW;HOWEVER, IT IS RECOMMENDED THAT THE
f CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. CURBiRETURN .';, .': ' ' e
PLAN VIEW �uRWRETURN:,
V.:_ �... CENTERLIN PAVEMENT
A.CULTIVATE AREA TO A DEPTH OF 5". •' O
B.APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. +�-
50'M IN. -- -_.. -
C.APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. A
-6"DIVERSION TO DIRECT RUNOFF FROM R/W I D.SOW GRASS SEEDS AT THE FOLLOWING RATES:
.......:::::::.
KIND RATE PER ACRE w
SECTION VIEW -- PAVING SLOPE 4�
COMMON BERMUDA GRASS(UNHULLED) 20 LBS. w
COMMON BERMUDA GRASS (HULLED) 12 LBS. OA STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
PENSACOLA BAHIGRASS 50 LBS. FEATHER INTERSECTING STREET PAVEMENT INTO I�-t
TEMPORARY GRAVELED KOREAN LESPEDEZA 25 LBS MAIN ROAD CROSS SLOPE,TYP. �� CLJRB/RE TUFlf!.
B TRANSITION FLAT GRADING TO CENTERLINE OF
O l
INTERSECTING ROAD AT CURB/RETURNS,WHILE
CONSTRUCTION ENTRANCE TALL FESCUE 30 LBS. OTRANSITIONING PAVEMENT TO FULL CROWNED
NOT TO SCALE SECTION AT CURB/RETURNS BEYOND,TYP.
E.MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. CENTERLINE TOP PAVEMENT
F.ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE REFER TO CONSTRUCTION DRAWINGS FOR HHHJJJ
SPECIFIC TOP OF CURB AND CURB/RETURN ELEVATIONS `;:�- _,. � 18•MIAMI CURB O
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
- - S(SEE NOTE#6) - __-I V 1
12"�Y�PACING i W
MIN.10 GA. STEEL OR WOOD POST � 1 I�-I
TOP WIRE ` TYPICAL VALLEY GUTTER SECTION
— WOVEN WIRE FENCING AS REQUIRED NOT TO SCALE TOP OF PAVEMENT
@ GUTTER LINE
Cn
m - SILT FILTER FABRIC
MIN. 12-1/2 GA. z m 4'_p"
J INTERMEDIATE WIRES 3 g LL 1'0" _ _ CURB CUT 1'_-0" Man
N w TAPER - 8, p� --TAPER
MIN. 10 GA.BOTTOM WIRE : N F TOP OF CURB- CART PATH • W
6"MIN.COMPACTED F
I
FILL OVER SKIRT' a ,0 j ANCHOR FABRIC SKIRT w/MIN.4"
a LONG WIRE STAPLES @ 12"o.c. CONSTRUCTION SEQUENCE:
Date: I I AUG 03
O w
'� *FOR REPAIR OF SILT FENCE FAILURES, 1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION. Sale; As sxowly
- CURB CUT DETAIL
ih a USE*57 WASHED STONE IN LIEU OF 2. INSTALL ANY EROSION CONTROL MEASURES AT STAGING AREA(S) OF PROJECT. Drawn By: DAH
-- COMPACTED FILL. 3. BEGIN EXCAVATION CLEARING AND GRUBBING ACTIVITIES. NOT TO SCALE
Checked By: DBB
4. INSTALL SEDIMENT AND EROSION /TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES —
FRONT VIEW SIDE VIEW MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. _ 12"
5. IMMEDIATELY AFTER FINAL GRADING IS COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE. CLASS A CONIC.
NOTES: 6. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. SEE TYP. PAVEMENT SECTION — SLOPE 1" �,
1.INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. R 1 1/2"
N
2.WHERE WOOD POSTS ARE USED,POSTS SHALL BE A MINIMUM OF 3"IN DIAMETER AND 6' IN LEVGTH. POSTS SHALL BE CREOSOTE OR
NOTE:TO BE USED r R 3"
PENTACHLOROPENOL TREATED SOUTHERN PINE. EROSION CONTROL NOTES: WHERE WATER IS TO
3.WHERE STEEL POSTS ARE USED,POSTS SHALL BE 5'IN LENGTH AND F of THE SELF FASTENER ANGLE TYPE. 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. FLOW AWAY FROM CURB
4.WOVEN WIRE FENCING,WHERE REQUIRED(SEE NOTE#6),SHALL CONFORM TO ASTM Al t 6 FOR CLASS 3 GALVANIZING.FABRIC SHALL
MODIFIED CURB 8 GUTTER
BE A MINIMUM OF 32"WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.THE TOP AND BOTTOM WIRES SHALL BE 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. (USE IN SPILL CONDITIONS)
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12 1/2 GAUGE.WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. THISCONSTRUCTION WITHOUT
PLAN IS NOT ISSUED FOR
THAN#9 STAPLES 1 1/2"LONG.
5.FILTER FABRIC SHALL BE OF NYLON,POLYESTER,PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./l_IN.IN.AND 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE AFFIXED CORPORATE SEAL.
12" �6"
A MINIMUM OF 85%FILTERING EFFICIENCY.FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. CLASS A CONIC.—
6.IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN.IN.OR GREATER, AND THE POST SPACING(S)DOES NOT EXCEED 6',WOVEN 5. SEDIMENT AND EROSION/ TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL SEE TYP. PAVEMENT SECTION
WIRE FENCING IS NOT REQUIRED.OTHERWISE,WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED 8'. AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. SLOPE-- I1" 9�, —N R 1 1r2" `,,,.O�ZH CA
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS F
TEMPORARY SII.T FENCE OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY r_ - 1/8"R _ R 3" AL .>•�
NOT TO SCALE THE SITUATION. STANDARD CURB&GUTTER •, �]�
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. CURB AND GUTTER SECTION9by �
NOT TO SCALE "Bi„1141 1
Sheet 5 of 5
This drawing shall.not be reproduced in
whole or in part without wntten permission ECEC PROJECT NO. 1100.40 h
of East Coast Engineering Company,P.A.
}y
I��v

Revisions
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PHASE 3 WETLANDS AREA 2426339 SF(55.70 ORES)
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LEGEND
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^� / CONSTRUCTION WITH
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CORPORATE SEAL.
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0 200 400 600
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Sheet 4 oIllIll
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ECEC PROJECT NO. 1100.40
This drawing shall•not be reproduced in
whole or in part without wntten permission
of East Coast Engineering Company,P.A.
_

ALL SWALES REQUIRE TEMPORARY LINING. SWALEf BOTTOM DEPTH Revisions
ESTABLISH VIGOROUS PERMANENT (DAs) WIDTH(FT) MIN.(Ft) A 9-30.03 Roadway Detail&Swale Detail
VEGETATIVE GROWTH ON SLOPE,BANKS AND PULL SLOPES BACK TO 1 5 1.5 Revised,Swale Table Added.
CHANNEL(SEE"EROSION CONTROL NOTES ---BLEND INTO EXISTING 2 7 1
A.BURY THE TOP END OF THE EXCELSIOR STRIPS - - A•-- TERRAIN,TYP. 3 5 1 5'
AND SCHEDULE)
IN A TRENCH 4 INCHES OR MORE IN DEPTH. /' 4 3 1 + MIN.
�\ 5 3 1
7 3 1 �f� - -lil
---� i- -- -- - - / _----------.
9"
TRENCH FULL OF SOIL.SECURE I I I 10 3
B.TAMP THE T
r _WITH ROW OF STAPLES, 10 INCH SPACING, ' = _ ___ 11 4 1
S�OpF y.N SLOP -j ( - z 12 3 1 FILTER FABRIC -1L 1, t: %, J
4 INCHES DOWN FROM TRENCH. �/ -. ! j - - j ;i-. 13 3 114 t t. y�
is 3 t NCDOT C A
� I '
% - jr
_ LASS B
EROSION CONTROL
17 3 1
- - - -- 18 3
C.OVERLAP-BURY UPPER END OF LOWER - 19 3 1 STONE
�' 2 STRIP AS IN"A"AND"B".OVERLAP END OF �.-- �- ;�--""--�-- � ;; 1 3 1 8"TO 12"#57 STONE
OP STRIP 4 INCHES AND STAPLE ;' zz 3 1
i 23 3
TYPICAL TRAPEZOIDAL GRASS SWALE ON UPSTREAM FACE
.OVERALL
1
_ ` 25 3
E.
NOT TO SCALE „ < 24"MAX
FABRIC
AT TER
FILTER
� CENTER
t
VARIES(SEE PLAN) --- - - --- 10, =S SECTION -A A 1\ �' -- --- -- �
F. PLACE STAPLES MAXIMUM 3'APART N TEMPORARY CHECK DAM00
D. EROSION STOP-FOLD OF EXCELSIOR BURIED / -- - - `` / i / /< G 1 1/2 ASPHALT NOT T AL N O
IN SLIT TRENCH AND TAMPED, DOUBLE ROW \. / IN DIAMOND PATTER EXCELSIOR MATTING 0 SCALE
/ / -� N TO KEEP -< " 2 " �y
L r T r l
OF STAPLES. _ \ / / 1/4 _1-0" I HO�WIRE Np FABRIC t�
-- ---- \ ; -� MATTING FIRMLY IN CONTACT W/SOIL. — -- -- ----- -
- - --
/ 4"(TYP.) - - -- '
y / / - -- -- - �'RIP'RAP
- — --- C SS" ,� 0 O ty
6"AGGREGATE BASE COURSE _ - � WW�COMAE.IEIlI9E01 ,� F+I00
/ TYPICAL STAPLES }� r I I )-t.� )_-
COMPACTED SUBGRADE TO 95°k MOD. PROCTOR DENSITY ( :' -• � r >`� yt z f.t X.'' 1
;.r r r1 r� �.J, �T
�. �I
Q�
O FI7g,FABRN:_ Y:1 SIDE MOPE MAX O
f r CROWNED PAVEMENT SECTION Z o
1 5" NOT TO SCALE
24"MIN. ---- - #57 CLEAN WASHED STONE srorre secnoN
• O O O
- -- -
EXCELSIOR MATTING DETAIL JI�r ��U�I�b W „BASI„,W„
NOT TO SCALE ----- - - , O „PLE ERE TIE OF BERM sDE s�PL AY
��� .` lil _ hp�, � VASHEO CLEAN
i wx
.r. •. /
.III I'.I
O VJ�k�1 -
i/ -
... ., .,
-I III III Ilf-III III III II ill.III I
SILT FENCE STONE OUTLET � 0
(SEE PLAN)
P TEMPORARY
G NOT TO SCALE
QJ so"'/� DIVERSION SWALE SEDIMENT POND DETAIL
NOT TO SCALE NOT TO SCALE
• TOP OF CURB
TOP OF PAVEMENT.
6"MIN/ SEEDING SCHEDULE MAIN ROAD INTERSECTING ROAD
VALLEY GUTTERSECTION'�
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER.THE CONTRACTOR SECTION 1
2" 3"COARSE AGGREGATE '`�10, MAY USE METHODS AND SCHEDULES SHOWN BELOW;HOWEVER,IT IS RECOMMENDED THAT THENOT TO SCALE
T�
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. V 1
t'.UFt8/RE7URN.
PLAN VIEW :CuaeiRErUFlN•":: �:• ' . • e
A.CULTIVATE AREA TO A DEPTH OF 5". `. ` O
` CE• PAVEMENT
B.APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
NTERLIN u
--50'MIN. -.. __ -- --- -� CURB/RETURN wT
C.APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. �, _
_:..
6"DIVERSION TO DIRECT RUNOFF FROM R/W D.SOW GRASS SEEDS AT THE FOLLOWING RATES:
A
V
KIND RATE PER ACRE
SECTION VIEW
—�► PAVING SLOPE 4
COMMON BERMUDA GRASS(UNHULLED) 20 LBS. n o
COMMON BERMUDA GRASS (HULLED) 12 LBS. �A STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
PENSACOLA BAHIGRASS 50 LBS. FEATHER INTERSECTING STREET PAVEMENT INTO Ea-i Z
MAIN ROAD CROSS SLOPE,TYP. �` C4JRB/R�TURN,
� TEMPORARY GRAVELED KOREAN LESPEDEZA 25 LBS B TRANSITION FLAT GRADING TO CENTERLINE OF
CONSTRUCTION ENTRANCE TALL FESCUE 30 LBS• INTERSECTING F ROADATINGTO ENTER,WHILE
NOT TO SCALE TRANSITIONING PAVEMENT TO FULL CROWNED
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. SECTION AT CURB/RETURNS BEYOND,TYP. CENTERLINE TOP PAVEMENT F-I
F.ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE REFER TO CONSTRUCTION DRAWINGS FOR ^
1
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER. SPECIFIC TOP of CURB AND CURaRETURN ELEvarloNs �. . 18"MWdICURs 0
U
- S(SEE NOTE#6) _--.-
12"STAY SPACING f V 1 `�(
9YP} I [� 'ICI
1IN. 10 GA. ----- --- -STEEL OR WOOD POST
TIOP WIRE -WOVEN WIRE FENCING AS REQUIRED TYPICAL VALLEY G[TTTER SECTION 0- 4
NOT roscAtE TOP OF PAVEMENT
x MIN. 12-12 GA. Z'm SILT FILTER FABRIC
INTERMEDIATE WIRES 3 31� 4' 0" -@GUTTER LINE
ky N'¢ - - __CURB CUT
' s� MIN.10 GA.BOTTOM WIRE I N�J TOP OF CURB- TAPER
­
MIN. - 8' 0"@ TAPER
6"MIN.COMPACTED __� CART PATH
ILI-
FILL OVER SKIRT* F j`
O p ANCHOR FABRIC SKIRT w/MIN.4"
o J LONG WIRE STAPLES @ 12"O.C. CONSTRUCTION SEQUENCE: V1
Date: 11 AUG 03
'FOR REPAIR OF SILT FENCE FAILURES,
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
USE#57 WASHED STONE IN LIEU OF 2. INSTALL ANY EROSION CONTROL MEASURES AT STAGING AREA(S)OF PROJECT.
CURB CUT DE'TA1L Scale: AS SHOWN
- -- COMPACTED FILL. 3. BEGIN EXCAVATION CLEARING AND GRUBBING ACTIVITIES. NOT To SCALE y
Drawn B DAH
Checked By: DBB
4. INSTALL SEDIMENT AND EROSION /TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES
FRONT VIEW SIDE VIEW MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. _ 12" 6"
5. IMMEDIATELY AFTER FINAL GRADING IS COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE. CLASS A CONC. -- `-- `
NOTES: 6. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. SEE TYP. PAVEMENT SECTION - 9
1.INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. SLOPE R 1 1/2"
2•WHERE WOOD POSTS ARE USED,POSTS SHALL BE A MINIMUM OF 3"IN DIAMETER AND 6'IN LENGTH. POSTS SHALL BE CREOSOTE OR SLOP. N
PENTACHLOROPENOL TREATED SOUTHERN PINE. EROSION CONTROL NOTES: NOTE:TO BE USED T "
3.WHERE STEEL POSTS ARE USED,POSTS SHALL BE 5'IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. WHERE WATER IS TO R 3
4.WOVEN WIRE FENCING,WHERE REQUIRED(SEE NOTE#6),SHALL CONFORM TO ASTM Al 16 FOR CLASS 3 GALVANIZING.FABRIC SHALL 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. FLOW AWAY FROM CURB MODIFIED CURB&GUTTER
BE A MINIMUM OF 32"WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.THE TOP AND BOTTOM WIRES SHALL BE 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. (USE IN SPILL CONDITIONS)
' 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE.WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. THIS PLAN IS NOT ISSUED FOR
THAN#9 STAPLES 1 12"LONG.
CONSTRUCTION WITHOUT
5.FILTER FABRIC SHALL BE OF NYLON,POLYESTER,PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN.AND 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE 12~ 6" AFFIXED CORPORATE SEAL.
A MINIMUM OF 85%FILTERING EFFICIENCY.FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. CLASS A CONC.— -
6.IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN.IN.EN GREATER, AND THE POST SPACING(S)DOES NOT EXCEED F. WOVEN 5. SEDIMENT AND EROSION/ TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL SEE TYP. PAVEMENT SECTION SLOPE 1" 9 ---
WIRE FENCING IS NOT REQUIRED.OTHERWISE,WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED F. AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. �, N R 1 12" ,,.•• �N MCA
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
TEMPORARY SILT FENCE OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY �i_-- 1/a•R R 3"
THE SITUATION. AL
NOT TO SCALE STANDARD CURB& GIUTTER '_ W29
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE,
CURB AND GUTTER SECTION
NOT TO SCALE4r"'M•.i��BQ��`'
This drawing shall not be reproduced in `Sheet 5 Of 5
whole or in part without written permission
of East Coast Engineering Company,P.A. E—CECEC PROJECT N0. 1100.40 �I
P 08219 ,
. I

Revisions
/
// / //%
/
Existing Impervious Allocation as per 0812412005
/On// t '� / �'js '� ii/' ;' / J' ' // , f%�, �� / /, Acres
29 / i // / / / ' '/ �/
'// /// //j / �'' '' Total Imp DensityTotal-Low us Area Allowed at 30%rea 240.47
/ i / pe 72.14
32
\ 31
30
32 31 28 //j/ // J/ j / / f i/ // f /f '/ // // �/ ' , / Lot
30 / // // /- ' i j Single Family
Sq.Ft. Count Acres
28 // / // /� r / ,' f / 210 / // / Jfi f, Y
107501 228 56.27
200 30 , 39
/ r ,. 0.00
% / // / ' / fi//// /,•® /i '/ f f /f� f '/f/®'i/ i 37 „ // i / /'�, '✓,j i i I
C7 i / / �e/ /f 0.00
27
2C3&
0.Q0
31 - 0 34 35 ; /J� /f// J// 0.00
33
'/ ®°J 32
Total Lots 2,451,000 228 56.27
i ` �//� % /' /. ®'J/ /' "/ / //// fit
29 ' 4f / ./ Roads 539 343 12.
// '/ / // /f / , i / // / / 38
�// `� // /6/J / / f/ / / // ° f 28 � �'/ // �'/ ,,// / ,�"� ,�/ � „/i / / 4. Sidewalks 5 75,359 1.74
// '/ // / ' Golf Course Path '
t 97 // / i i ' �i , ///// Cart a hs 10 75,803 1.74
/� 27 40 211 j `i ' i ' J / /i '' Golf Course Structures
Golf Course Future Allocation
196
// Developer For Future Allocation � l
/%'/ 25 /f /�/j/ /%r �' 41 i/', / % / /// ! /,j /�', POA For Future Allocation
V
24 / 212 / f /
I Total Impervious Area 3,142,045 72.13
/fi/ / Jai ! 21
/'/,. /fi/ J//
Pro
�'/ posed Impervious Allocation
Isar 20 ' i /J// j /'//f �i ///'�/ / N
Lot
�! r / 89
Single Family Sq.Ft. Count Acres
Reser%e Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
/ ,
// // / / /// ,i/ �// /// / ' / / /� Reserve Wyndmere Lot 29 9,000 1 0.21 0 H
// ' , //� / / s / / Reserve Moss Hammock Lat 171-177 7 500 7 1.21
r ;•-�
w"' .'3` i/ i � i i 6� /d/ / � // f' S` .✓ � � ....-,.--.w....m.-....--..... } i � ,. f, % I .t O
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1
Reserve Marsh -
field Section 3 Plat 3 Lots 31 44 7,500 14 2.41
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 11 1.89 0 •U
J j j j p Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72 `••/ f-i O
t p l Reserve Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 O
Reserve Bancroft I Section 9 Plat 1B Lots 16-23 7,500 8 1.38 O 0 N
i °�9� 1, 1, _. � Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72 1-W
E_ '' 0 = { F , Reserve Bancroft I Section 9
jr, : � � Pat 1CLot 14B
} I r 9,200 1 0.21 ® �i
f J . 1j { r#i tI {f' (` i Resenee Bancroft l Section 9 Plat 2D Lots 28-36 7,50Q 9 1.551 •"�
l , j1 / Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7 500 18 3.10
i '} ^ ,,� .�s.n...�...... . f P t j :,� r ,r r'i t`'it 1 ! t-
p Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72 ��-+
1 # 1{� h4hr
ReSene Bancroft I Lots 65 66 7,500 2 0.34 y
P r J r # r
' � ,e j� { ° {1; g / �r Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
f /11i M i 1 42 r ' J j 011111 t Reserve Bancroft 11 Section 9 Plat 2B Lots 11-24 7,500 14 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34& 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 4B Lots 35-50& 52-63 7,500 28 4.82
#� ,� Reserve BariEroft II Section 9 Plat 4B Lot 51 7,560
t`I �� ^,., s""""",� '.'* f � ��� P �ie � r,
t fi f /,+ Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7 500 8 1.
1 f p{ � t �`», 38
Reserve Bari€rofft II Section 9 Plat 2C Lots 81-85 7 500 5
(IJ6= - 0.86
Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7 500 5 0.86
it
Bancroft 11 Section 9 Plat 2G Lots 91 96 7,500 6 1.03
X4
Total Lots 1,585,760 212 36.40
g +° Roads
539,343 12.38
f r f j� I �t { / t'Jr%{j1,` s' q / Sidewalks 5' 75,859 1.74
ILa f Golf Course Cart Paths 10 75,803 1.74
Golf Course Structures T
t I t Golf Course Future Allocation l
r
on 865DeveloPer For Future Allocati 19.86
Al ' POA For Future Allocation
'° tt Total Impervious Area 3,142,005 72.13
°� i 7 1 11� T l �" , �v �J J ' �
TV
57,
. ` :� i t ! � r,• ,,."..a,,,„„ r . � j ' j# # �t�:r�# f ,�� ' °11� r� r k'� � 6-�I
NP fL� 27 P r Je J 1 t`,, •+ 1� F'+1
6
Ns
r � �
6 01 =� 1 f 6a
( f I 1tt!(tl {1 1 f 1 �/�{1 I '� ° Gj �� nJ�J� �€i� ��•.� `
�t<f .t 't�t r��rr �_ J Z ca �� ilN t
bI1I _
2oo
do
36 �g ,� 0 8/24/200 5 Permit lots (Gra
$ l s �3
5,/!o2! - /
i M
Y
a 2019 Perm �ots (ftek) ��
g Jj
II { {, 8 ' ' d `\,'! 2�. �`F" ��-......�.,, «. Date: a6 JULY 19
,fig Scare: r,.=200'
J l i f tt f 16 •v1 N�
N5 � 6 , LEGEND Drawn By: MIB
cko OJO °J� 9 1 I STORMWATER FLOW DIRECTION Checked By: MIB
92
-qkr- i g -- I E 20'DRAINAGE EASEMENT - -
{ f
I f N�� 6� VEGETATED SWALE
�3" k
PHASE 3 PROJECT BOUNDARY
I N2
1
WETLANDS
p • "~ f" -"_ � ` PONDSPAD THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
dam" -• y SCALE: V=200'
t
0 100 200 400 600
Sheet 3-1 of 5

Existing Impervious Allocation as per 08/24/2005 Revisions
Acres
Total Low Density Project Area 240.47
Total Impervious Area Allowed at 30% 72.14
29
Lot
Single Family Sq.Ft. Count Acres
32 31 10750 228 56.27
30 0.00
28 0.00
30 39 0.00
38 0.00
Reserve 36 37 1 1-000
7 Total Lots 2,451,000 228 56.27
Marshfield 35 Roads 539,343 12.38
Section 4 Plat 1 31 32 33 34 Sidewalks 5' 75,859 1.74
29 Reserve Golf Course Cart Paths 10' 75,803 1.74
Marshfield Golf Course Structures
28 Golf Course Future Allocation
Section 3 Plat 3 Developer For Future Allocation
Reserve 27 40 POA For Future Allocation
Wyndmere 26
Total Imperious Area 3,142,005 72.13
Lots 27-32 25 41
24
23
22 42 Proposed Impervious Allocation AN �
21 Lot O
43 Single Family Sq.Ft. Count Acres
20 Reserve Wyndmere Lots 27, 28, 30, 31, 32 7,500 5 0.86
44 Reserve Wyndmere Lot 29 9,000 1 0.21
m
19 Reserve Moss Hammock Lot 171-177 7,500 7 1.21
Reserve Marshfield Section 3 Plat 3 Lots 30 14,000 1 O (0�
Reserve Marshfield Section 3 Plat 3 Lots 31-44 7,500 1 14 2.41
Reserve Marshfield Section 4 Plat 1 Lots 19-29 7,500 ill 1.89 T 1
Reserve Bridgewater Section 9 Plat 5 Lots 1-10 7,500 10 1.72
t4 ,U
Reser�e Bancroft I Section 9 Plat 1A Lots 1-5, 54-27 7,500 9 1.55 I� N
Reserve Bancroft I Section 9 Plat 1B Lots 16-23 7,500 8 1.38 Z
Reserve Bancroft I Section 9 Plat 1C Lots 6-13, 14A, 15 7,500 10 1.72
Reserve Bancroft I Section 9 Plat 1C Lot 14B 9,200 1 0.21
Reserve Bancroft I Section 9 Plat 2D Lots 28-36 7,500 9 1.55
Reserve Bancroft I Section 9 Plat 2E Lots 37-54 7,500 18 3.10 (�
Reserve Bancroft I Section 9 Plat 5B Lots 55-64 7,500 10 1.72
Reserve Bancroft I Lots 65-66 7,500 2 0.34
Reserve Bancroft II Section 9 Plat 2A Lots 1-10 7,500 10 1.72
Reserve Bancroft II Section 9 Plat 213 Lots 11-24 7,500 14 2.41
Reserve Bancroft II Section 9 Plat 3A Lots 25-34 & 72-80 7,500 19 3.27
Reserve Bancroft II Section 9 Plat 413 Lots 35-50& 52-63 7,500 28 4.82
Reserve Bancroft II Section 9 Plat 413 Lot 51 7,560 1 0. 77
N Reserve Bancroft II Section 9 Plat 4A Lots 64-71 7,500 8 1.38
Reserve Bancroft II Section 9 Plat 2C Lots 81-85 7,500 5 0.86 rT
2 Reserve Bancroft II Section 9 Plat 2F Lots 96-90 7,500 5 0.86
Reserve Bancroft II Section 9 Plat 2G Lots 91-96 7,500 6 1.03
n� Total Lots 1,585,760 212 36A0
Roads 539,343 12.38
lk ,� Sidewalks 5' 75,859 1.74
K Golf Course Cart Paths 10' 75,803 1.74
6 �g p6 Golf Course Structures '
NN pig Golf Course Future Allocation
e Developer For Future Allocation 865,240 19.86
POA For Future Allocation
90
Total Impervious Area 3,142,005 72.13 l
e G.- �
e
esell,
5e Secs`
o� 2 0
5ec�\ NN �
� 36 �
\2 3 35 66
3 zp
1 1 9 5
QjQ\a
G 6 2° 2 22 sec ° des G�o a�2G eye �� 6°
�e �gQ �
36 2 �g ,a eo' °� g�se'o�c�� ese �� C� � 9
�1-ti poi°�l�ti'L Leo 62 p4
3
1 1° �Gtil°
Date: 26 JULY 19
20 /
1`Z 32 O D5 g6 Scale: V=200'
Drawn By: MIB
a
Checked By: MIB
A
e °� 6
e p�0 Z 'e�e� .` Q ,;,� 6° 6'� 6`Z 63 6N 6
No
c,e`;,�
\,offe
SzG�
N16 � THISFOR
CONSTRUCTION WITHOUT
v AFFIXED CORPORATE SEAL.
LV
5�or G�
7 S
SCALE: V=200'
0 100 200 400 600
Sheet 3-2 of 5

..... .. Revisions
I9-30-03 Poject Bmmdag)e!DWQ.
IIII -ILI
�A IIIIIIPAi i�6E < L01i PROJECT SITE;i� 2 31 210 Iiog'Z 203 7— .01 THPOPT Svc II �x>\ II1>195 I194 212. . .193 't
IVA Ir I00
213 I192 I14 OAK ISLAND "o I \Y\ 14!y IL 00 I0
A![-ANTIC OCFAN 9P.I _14 96 II ( M 6L4 OC)
IU P3 Z/ Ii, 114,J 'M Y. -69 VICINITY R5 8,5 91 IK; 4 I9p,I1,3 'All N' Z 4 IT X' 0 ICd
x 7 tq I (Z 00
..... . ... Z)4 6&' con
HAS tr I 7 60 I>1941 1 193 1192 1 IgI 1, 180 C.,/x�x A— 41'A 28.V\_,1MUTUPE I179 /x1�,x F L <IICLUBHOUSE& I(MGH DENS1 , - 1/1'GOLF VILLAS TY)I0- t 7 x IV, 01 r.......... A_PqjjjVNA I> 2 176 4 3' 167 168 z
I164\ 133 P-4 f IW j 01; I7------- 153 I7 173 r I177 14 I156,176 175 130/199 33 - , __ \1,117" 2 137 129 11 PHASE 3 U
I.Z7 V PALADIN CLUB
144 138 I T111
42 f 139 35 U
118 r__j 74 T3 36 29 72 143 all 126 38 z IW 0 j:
120 T�77 7 III125 _W/ Y�/121 IZO 79 t W sau
I73 �l F4 y 25 91 CL o-42 SOUTHPORT,NORTH CAFJDLIRA
IL 02
N rATION z
12 124 7 Z 62 DEVELA)PM BY.03 ST.J.A-MES DEVELOPMENT COWAN Date: I I AUG 03
107 y 0 LLC P.O.BOX 10979 53 SOUTHPOKT,NC 28*1
E
I lit 0
5 Scale: I" 300'
81 �4 11 43 94 (171 .60 A IDrawn By: DAIR
I f 103--.;-- SCALE: 1"=300'
Checked By: DBB
96 w0nmr I97 0 150 300 64XJ 900
54 I7' 49 50 95' APR 1 8 2005
V 52 5;ITE DATA> LEGEND --
LB Y:-0=AJLE-A 10,474,917 SF(240.47 ACRES)J PHASE 3 PROJECT BOUNDARY STORKWATER PR
24Y DRAINAGE EASEMENT TUTALDIST13"ED kRFA THIS PLAN IS NOT ISSUED FOR
4,172,176 SF(915.78 ACRES)
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
AVEPAGE EZ'SM
15200 SF(0.35 ACRES)
MAMA& WETLANDS
AVERVIOUS ALKEA FOR RO ADWAYS 539,343 SF(12.39ACRES)FUTUPX PHASE I CA 0
D (PREVIOUSLY PERmnTED) DRERVIOUS kREA FOR�'A�.ATHS 75,903 SF(1,74 AQ
PHASE 2 IMPERVIOUS FOR SIDEV,ALKS 75,859 SF(I-4 AQ z
(PREVIOUSLY PERmn7m) L L
TOTAL NIMER OF LOT, 228 POND'S 16729 bLAXWJM POERVIOLISARE-A PER LOT 10.750 5F
IN
PROPOSED IM[PERVIOUIS AREA FaciiPy PKkSE 3 WMkDS AREA 2426339 SF���.70 ACRES) 001P NOTE: PAVEh1ENT WIDTH IS T)TIC.AUY 30 FEET(DC-RQ EXCEPT�41EERE 0=,WISE ENDK-A, CARTPATHS ARE 9 FEET IN WIDTK SIDEWALKS ARE 5 D;V-IDTI-L
Sheet I of 5
IThis drawing shall not be re ECEC PROJECT NO. 1100.40 FFC� EI'VEi,-
produced.in.whole or in part without wntten permission of East Coast Engineering Company,P.A. BY.z 71

. . .. . - -------...- - __ ._-- -- -- - _. --- --. . .. . __._ .
---------- --- -- ------..------- -- -- '� evisions
1.
l\��
\ A
BASH RM \ \\\ �\ ``\ C
I �� (
SUE= ACRES t_ VI
It
SITE= •ACRES ,-/ % '� . /,.. / / lI �"' f-`.`\ �� \1`�\ ---J/ / � / \ 4=6-05 Additional area
,_ VULIMIE-4356CF I l S�� I ' � l \ \" i,''�'\ j' r'3'-�.r�,f t
LEGEND I - _ ! I / �,� \\I � , /`/- _--,�\� ,
r/ ,+:r + •l l l \ �, i 1 , , ( , \ \� ,\�.1' \ '\ /`ii._-n .~t\, y 1
\ I
DRAINAGE AREA LINE I -- - / � / \
/�� \ /� \ \, \ > � C
\ ) ,\
� l I I' i I l i - -- - - / l I� /, \ 3 \ ,- aJ� ` \\ �;/r } 1
SIDA9ENT BASINS ':,L I 1 -`I' l
�� � \
SILT FENCE -•-, --•-. .,/ l l / r l i / - _ \' ` '` \ {//y // �, ' ` /. �,. I ,! 1 i ,\ \ 1
i l l l 1 \ /' - *' - - - - I _ , !!/ \\ I j/ \ i\ G�i/, `\\\ `,t1�' �) JI fi r») t 1; '
DIVERSION BERM - ,_ - f % \ ., // , ,- , \`\^�\/ 7 1 j!I
11
// \ \ \ / \ \ � i '( / I 1 1 �1 \
AREA OF DISTURBANCE �/��.(� ` �`� 1 RASWQ4II .i` i � \ \. /, \ \�t/ i 4`r(� .��,1 / }` \ �,
� ��\�,J �\'>' ` ` �
ILL iSIZE } � \ \ / ,< \ i ` 1,\\� \\
f I /1 I -- \ / (/ //,-7,5 11 ,�//,\\ \ \ N , �\ k ---
I � 11 ; �11 I 'I",\\ il - -, , t \, \\\k*-, � -� �
t ,
SITE DATA i I ;` \1^1 \,/ � \11 _? `\ \\ ,,/ /� , ` N I ` /11 1 �\ \\\ `'� , ` j 1 ' I
11
PREVIOUSLY DISTURBEDAIREA 90.55 ACRES i/ /F ,- •/ i \ \ /� .� /�'� / } -t- } , ` '\ 'St I t , ',ya`t 1 \
ADDITIONAL DISTURBED AREA 5.23 ACRES t
TOTAL DLS1 fJItBED AREA 95.78 ACRES '�U ` `\ /Y ('( /y/ � � ) )/,,,� \�`
I -----"I )
1 _ ( , '1t• / / �\ �pf " ' �...T.--^�� \\ \ .ter \ y / \�,�/: ' ` / �- ._.�./` _, I ; i ff -_� r `, r l `e l �1
SCALE: 1"=200 I �' / t\� i' ,ri �' ` `, { y / I /r �( , / 5 l ' i ,/ J 00 ,yC'
--i'- 1 ///\� . i X� `� '\ \ '\ $N \ \' � I \--•- '� -_-----� , / ,-�-- __ I i ,\ r % I \ r / I ` 1, � ' i-il 0 m
0 100 200 400 600 -, 11Y.3-\ / \ `3 \ �\%� i i >-1) . }1 t. �11 , I ,/ �\,,. i i \ 1 , \ \, \� \ \ \ 0 W
%
/
-.. - /
j ----- - _ _ ... /! ,�.\• -'� / ��i \'�j` � �'o '�/ ; C'y�� //' �-�- -- J7�/i � � 1 �,,, t' \t rr { � �----� �`'\�`\ `, \ ``\ \ �, 4 � ;�i �C\T�
'_ ^J,�_.--_._._---�`\. !, \- ` r / -1 i !�.- {�--y� .--`"/ !- IF / _N It + ''�~\ ` 1 \'\ \�\�\ \\ n O \ \
I KID
- ��"
F ;"i
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�!.' ,{ t ;� 'b.�, \--..-- J/i/ `h- - - \\ jf // --/ j'r'---- --'•\' i r i•-�'f `R,` ___'-7."_-•- I + _��� 1C, `�\\�\ `\j 1,� \�\ ,;,\ \ �` �T��T�� I V
, `\ ADDITIONAL _ - - ��'` / 1 C`� X� oc� -' I\�' q � \\ \� \ I it I 1 \\ \\ X \\ ' i�
�- PHASE 3 AREA . - _ ` // \f/\� \ \ \\ yy�, �1� [�
"� I .._.._- \ \.\ - i I l r , ��•� `��3I 7 � ! /L- l \ / /' /� \ `\ r I / \ / �'^�.----// r, 1 ',/ t, II 1' I �� I \\ \\ �\ ''4\` \ '""y ^I 4/
' i \ �) ` 1 �' % ! / i I / 1 /' / / / \. `\ �'' / (� --/ \k_. `� f - .j` `- -j( \ ;t }' ''\ti/ i 1� j \ '\ `` \ \: l , O +-+ O
i :, r \ \ / X / 1 j 1 / ' i __�_.1..._ -�1��_ l 1. 'r j 1'1 \ �."\'�� '�`J �h �y f`-. / ��c \ -f_'i � / �I \ {I ! 1' it I 1 I\ \� i \! t�\} I�`J-� C� �--I
t _ / , �'-�-I-.._ - - _/_ {,-,}Ij',''[, - - �'• -,{.', \: \ / i\'---�. /r \/r�'��r�'''s \ �� I �--_. 1 - ` I\\+ ". `, ` �.�, I I (/I '__..- `, i
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749 7 C 1 S 47 A., ,•++' / ::'' ,,.-... ' , \ 1 � , •,'[, �_-`' 'S _ %'�,_, l-L�-�T, •;i,• F(240. ACRES) A-1
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``•' // r \ v '' ,.J '- r r � r _ � t �I: ice-•-` _\ ;;� (•l `I r i�` \/ � - / � 539,343 SF(12.38 ACRES) Q!/ >,. � � •f'.•I , ,::\� \ '- f \., ! �' -'�. \ 'h:,,, :1 ,I:l I1`1,l %r •'f' ,'i' _ Sy � /
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� J � �--��, `� \ J �: I I� / ���L \ _a„mil -'--I Tj -1 r \ �-'��'- - �� 1 , ' r --�'- �- -. � ;/: l•, 'J'f'I,J'i' / -,�r l � / SF(1.74 AC)
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EGETATED WALE
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ECEC PROJECT NO. 1100.40
of East Coast Engineering Company,P.A.
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This drawing shall not be rreepproduced in
whole or in part without wn�ten permission E C E C PROJECT N 0. 1100.40
of East Coast Engineering Company,P.A.
rt
A

Revisions
ALL SWALES REOU14E TEMPORARY LINING. SWALE# BOTTOM DEPTH 9-30.03RaadwayDetail&Swale Detail
ESTABLISH VIGOROUS PERMANENT (DAh WIDTH(Ff) MIN.(FT) A Revised,Swale Table Added.
VEGETATIVE GROW'H ON SLOPE,BANKS AND PULL SLOPES BACK TO 1 5 1.5
A.BURY THE TOP END OF THE EXCELSIOR STRIPS , t ANNEL SEE"ER(SION CONTROL NOTES _ STING 5 1.5'
CF- ( BLEND INTO EXISTING 2 1 -
f -� AND SCHEDULE) TERRAIN,TYP. 3 5 1 i-- -- MIN.
IN A TRENCH 4 INCHES OR MORE IN DEPTH. 4 3 1
,"
' S 3 1 /
6 3
l
7 3 1 - ( 5>> 9" IN.
� 9 3 1
-B.TAMP THE TRENCH FULL OF SOIL.SECURE - -- --I - - -
-- — - 10 3 1 ) I(
WITH ROW OF STAPLES, 10 INCH SPACING, S•' S OqE 11 4 1 FILTER FABRIC 4 INCHES DOWN FROM TRENCH. --' J
/. I -- FJ=1$ -- - III- Z 12 3 1 tr1
-f - — 13 3 1
((( ))j - I I -- 1� .- 15 3
16 3 1 NCDOT CLASS B
17- ----
r 19 3 1 EROSION CONTROL
C.OVERLAP-BURY UPPER END OF LOWER - `
19 3 t STONE
,II y
20 3 1
STRIP AS IN"A"AND"B".OVERLAP END OF -- - `- � _
OP STRIP 4 INCHES AND STAPLE ; i ON UPSTREAM FACE -- -
z1 3 1 8" 12"#57
22 3 t \ d
/ E. OVERALL W TYPICAL TRAP
-- EZ)IDAL GRASS SWALE 24 4
NOT D SCALE FILTER
>, 24 MAX
` / r / _ FABRICAT CENTER
\�� , t�45 M� ���-;i[( �)J�
—� - VARIES(SEE PLAN) ---------- 10' SECTION A-A
/. TEMPORARY CHECK DAM W N D. EROSION STOP-FOLD OF EXCELSIOR BURIED ""- -`-- - - \ F THROUGHOUT EXCELSIOR MATTING
IN SLIT TRENCH AND TAMPED, DOUBLE ROW ./. / 1 -� 1 1/2 ASPHA NOT TO SCALE
/ IN A DIAMOND PATTERN TO KEEP L1/4:1'-0" - -- - -. _
. " 2
OF STAPLES. -- - -- _ _ - -- ---
----- MATTING FIRMLY IN CONTACT w/SOIL.
_ R
/ 1 CUSS" *RIP RAP
° oN
--. - RAI
/ - j 1•' _ - I -EAATM�BADMEN(BERM _ ECDEtATED 00
TYPICAL STAPLES 6"AGGREGATE BAsE COURSE _ "_ ) - -
f f �' )
COMPACTED D E ,aE U t �'
, CTED SUBGRADE TO 95/a MOD.PROCTOR DENSITY ( :'�`�,-• Y - i
FKi6l FABRIC T^ I-•� '^ ��
CROWNED PAVEMENT SECTION 1p ff
v1 v1
NOT TO SCALE .
1.5" STONE SECTIDN O O J CCS
-- 24"MIN. - ---, #57 CLEAN WASHED STONE
EXCELSIOR MATTING DETAIL ��� � J���/ ��� , I oNE�F„1„ It 00
4 , 4
CARRY RIP-RAP UP H
NOT TO SCALE ``{{ - ____. _-- F�Ow TW OF BERM SIDE OF SPawar s „►a- L Vl V 1
--JIB'FREEMARD con
vASS„ED STEW - I MAX.
� i rT'
u
RIP-RAP
P ` SILT FENCE STONE OUTLET -- ----- ,S „-- d�DIr
G NOT TO SCALE TEMPORARY
S0 M/ DI SEDIMENT POND DETAIL
Q • N VERSION SWALE
NOT TO SCALE
P� NOT TO SCALE
TOP OF CURB
,TOP OF PAVEMENT.
6"MIN: SEEDING SCHEDULE MAIN ROAD
INTERSECTING ROAD M
VALLEY GUTTER SECTION 1
• • �\�• � SECTION 1
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER.THE CONTRACTOR I NOT TO SCALE
2"-3"COARSE AGGREGATE '�� MAY USE METHODS AND SCHEDULES SHOWN BELOW;HOWEVER, IT IS RECOMMENDED THAT THE
10,
PLAN VIEW
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. -:CURBlFtEfURN :, e
Ul:iBIRE'NRN.'
A.CULTIVATE AREA TO A DEPTH OF 5". O
-�: E PAVEMENT
______ _____ B.APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
- C RLIN
_ - _- 50'MIN.. __._ --- -- •
C.APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. A - CURsrRE Tu N
6"DIVERSION TO DIRECT RUNOFF FROM R/W D.SOW GRASS SEEDS AT THE FOLLOWING RATES.
t•
SECTION VIEW KIND RATE PER ACRE
--� PAVING SLOPE
COMMON BERMUDA GRASS(UNHULLED) 20 LBS. w
l COMMON BERMUDA GRASS (HULLED) 12 LBS. QA STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
PENSACOLA BAHIGRASS 50 LBS. FEATHER INTERSECTING STREET PAVEMENT INTO
TEMPORARY GRAVELED 25 LBS MAIN ROAD CROSS-SLOPE,TYP. ::IGU BIR .R N
KOREANLESPEDEZA �'� Q+
LBS B TRANSITION FLAT GRADING TO CENTERLINE OF ���'CONSTRUCTION ENTRANCE TALL FESCUE OINTERSECTING ROAD ATCURB/RETURNS,WHILE
O I�
NOT TO SCALE TRANSITIONING PAVEMENT TO FULL CROWNED
E.MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LEIS PER ACRE. SECTION AT CURB/RETURNS BEYOND,TYP. CENTERLINE TOP PAVEMENT- I--d
F.ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE REFER TO CONSTRUCTION DRAWINGS FOR n
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER. SPECIFIC TOP of CURB AND CURB/RETURN ELEVATIONS _� .19•MIAMI CURB
: ..
U
12" SPACING
ETYP4 I
MIN. 10 GA. --.- -- - -STEEL OR WOOD POST V
M TOP WIRE ' TYPICAL VALLEY GUTTER SECTION
—WOVEN WIRE FENCING AS REQUIRED
NOT TO SCALE TOP OF PAVEMENT
_ MIN. 12-1/2 GA. Z m - -SILT FILTER FABRIC
@ GUTTER LINE
4 / INTERMEDIATE WIRES 3 g LL
f- CU CUT 1'-0"
} u u 1
MIN. 10 GA.BOTTOM WIRE .. ii r TAPER I g' " TAPER
i� FW- TOP OF CURBli
-
6"MIN.COMPACTED _ CART PATH I •
FILL OVER SKIRT'
a O ANCHOR FABRIC SKIRT W/MIN.4"
a LONG WIRE STAPLES @ 12"O.C.
$ W CONSTRUCTION SEQUENCE:
Date: 11 AUG 03
w 1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
3 j 'FOR REPAIR OF SILT FENCE FAILURES, CURB CUT DETAIL, Scale: AS SHOWN
USE#57 WASHED STONE IN LIEU OF 2. INSTALL ANY EROSION CONTROL MEASURES AT STAGING AREAS) OF PROJECT.
COMPACTED FILL. rawn s : DAH
3. BEGIN EXCAVATION CLEARING AND GRUBBING ACTIVITIES. NOT TiT SCALE y
Checked By: DBB
FRONT VIEW SIDE VIEW 4. INSTALL SEDIMENT AND EROSION /TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. i 12" 6"_
5. IMMEDIATELY AFTER FINAL GRADING IS COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE. CLASS A CONIC. - T
NOTES: 6. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. SEE TYP. PAVEMENT SECTION i „ 9' R 1 1/2"
1.INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. SLOPE
2.WHERE WOOD POSTS ARE USED,POSTS SHALL BE A MINIMUM OF 3"IN DIAMETER AND 6'IN LENGTH.POSTS SHALL BE CREOSOTE OR •
PENTACHLOROPENOL TREATED SOUTHERN PINE. EROSION CONTROL NOTES: NOTE:TO BE USED m II s R 3"
3.WHERE STEEL POSTS ARE USED,POSTS SHALL BE 5'IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. WHERE WATER IS TO 1__ 118 R
4.WOVEN WIRE FENCING,WHERE REQUIRED(SEE NOTE#6),SHALL CONFORM TO ASTM Al 16 FOR CLASS 3 GALVANIZING.FABRIC SHALL 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. FLOW AWAY FROM CURB MODIFIED CURB 8 GUTTER
BE A MINIMUM OF 32"WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.THE TOP AND BOTTOM WIRES SHALL BE 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. (USE IN SPILL CONDITIONS)
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE.WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. THIS PLAN IS NOT ISSUED FOR
THAN#9 STAPLES 1 1/2"LONG. CONSTRUCTION WITHOUT
5.FILTER FABRIC SHALL BE OF NYLON,POLYESTER,PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN.IN.AND 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE 12" 6„ II AFFIXED CORPORATE SEAL..
A MINIMUM OF 85%FILTERING EFFICIENCY.FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. CLASS A CONIC.
6.IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN.IN.EN GREATER, AND THE POST SPACING(S)DOES NOT EXCEED 8'. WOVEN 5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY SEE TYP. PAVEMENT SECTION -WIRE FENCING IS NOT REQUIRED.OTHERWISE,WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED 8'. ARE FUNCTIONAL
SLOPE 1 9 --- R 1 112"
AND IN GOOD WORKING CONDITION, SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. -' _l " �� N �•'���H CA
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS / " of "
TEMPORARY SILT FENCE OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY 1/6'R R 3 EAL
NOT TO SCALE THE SITUATION. STAND RD CURB 8 GUTTER ��A
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL `'© �4/r/�-P y►r
29
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. CURB AND GUTTER SECTION �qby�i � �•�``�
NOT TO SCALE ~MQ
Sheet 5 of 5
This drawing shall.not be reproduced in
whole or in part without written permission
of East Coast Engineering Company,P.A.
ECEC PROJECT NO. 1100.40 )

X.,
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43 DEVELOPED BY:
1 4' Date: I I AUG 03
Im", 63 /' i ST.JAMES DEVELOPMENT COMPANY,LLC
P.O.BOX 10879
X
1,66 92 44 1 - Sea
G." / it (f 1 -1 1 / I /jr SOUTHPORT,NC 28461 1" 300'
83 (1 ",
EASEMENr
Drawn By: DAIH
le:
62
17
60
45
....... Checked By: DBB
SCALE: V=300'
0 150 300 600 900
A
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. . . 52 SITE DATA BY:,�
>
EXISTINGD LOPMENT-
LEGEND
< 4/
j 10,474,917 SF(240.47 ACRES)
STORMWATER PROJECT AREA
>
EVE ' 5
PHW 3 PROIBCr BOUNDARY
THIS PLAN IS NOT ISSUED FOR
INAM
V, INA 4,172,176 SF(95.78 ACRES)
V
A EAS 20PELAINAGEEASEIMENT TOTAL DISTURBED AREA CONSTRUCTION WITHOUT
U&NT
-e y AFFIXED CORPORATE SEAL.
MAMA& k
FAS '71-E'LANDS
AVERAGE LOT S17E 15200 SF(0.35 ACRES)
sit 1#081,0
4
7- 7--1
BeERVIOUS AREA FOR ROADWAYS 539,343 SF(12.38 ACRES)
r
C"
u
T %
FUTURE DE, P�LASE I
E'Lo
xH-APERV11OUS AREA FOR CARTPATHS 75,803 SF(1.74 AQ
7
T�_VIOUSLY PER_N4I=)
L R&ERVIOUS AREA FOR SIDEWALKS 75,859 SF(1.74 AQ
L/
------- TOTAL NUNBER OF LOTS 228 16729
J, PHSE2 AL
7 J
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0 POND
z T_ PCNDS
S"o Q. 41
7� MAXMJM MPERVIOUS AREA PER LOT 10,750 SF IN
—___777
MPOSED L`,(PER�-1CK__SAREA
_7
PHASE 3 WETLANDS AREA 2426339 SF(55.70 ACRES)
NOM ?AVENONT WIDTH IS TYPICALLY 30 FEET(DC F�C)EXCEPT WHERE OTHERWISE INDICATED. CARTPATHS ARE 9 FEET IN WIDTH.
Sheet I of 5
5 FEET IN WIDTH.
SMEWALKS ARE-
ECEC PROJECT NO. 1100AD
It,V
210
209

_ - - - - - - -- - ------ . --. -
__- -.... -- ----- - _
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SIZE=66'x 22'x I' /- \ r /- f / \\ \ \ , \. \\ ` ! �.!
LEGEND - _ VOLUME=4356CF /r r/ 50 / / / ._^t/ \\:` \ ��1 }y l Jam--. /
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i � ,` �' v I / J , I v t 1 1 � � , '
I 1, 1
PREVIOUSLY DISTURBED AREA 90.55 ACRES r �`
ADDITIONAL DISTURBED AREA 5.23 ACRES i 1 t
,G r (/ 1
TOTALDiSTURBEDAREA 95.78 ACRES ) '- `- 6 r/ '� \� /� f � j ( 1 ���� f' I t\ `l � 1 1 ' ! `a\\ \, � V\
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This drawing shall,not be reepproduced in
whole or in part without written permission
of East Coast Engineering Company,P.A. ECEC PROJECT N0. 1100.40
I
I

Revisions
A
9-30-03 Project Bound uy&Calls per
DW
XX,
34.
�9
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A
32
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31
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> SITE DATA
10,474,917 SF(240.47 ACRES)
STORMWATER PROJECT AREA
y
T.1
C)
/it,, f,I, I f/
if AVERAGE LOT SIZE 15200 SF(0.35 ACRES)
r
IMPERVIOUS AREA FOR ROADWAYS
539,343 SF(12.38 ACRES)
nb
—36 IMPERVIOUS AREA FOR CARTPAT14S
75,803 SF(1.74 AQ
iIMPERVIOUS AREA FOR SIDEWALKS
7 5,859 SF(1.74 AQ
TOTAL NUMBER OF LOTS
11b
228
MAXIMUM IMPERVIOUS AREA PER LOT 10,750 SF
PHASE 3 WETLANDS AREA
2426339 SF(55.70 ACRES)
'�7 I611
LEGEND
STORMWATER FLOW DIRECTION
625' a68 y.,
. . .. . . . . .. .
20'DRAINAGE EASEMENT Date: 4-6-05
Scale: 1 200'
VEGETATED SWALE Drawn By: DAH
Y: DBB
Checked B
DIT10NAL
00
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f (0 0
PHASE 3A
"At 001,
0 PHASE 3 PROJECT BOUNDARY
0600
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WETLANDS
-10
PONDS
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
7
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7'0
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16729
SCALE: V=200,
69S,4 e,
0 INS
600
100 200 400
fill
FSheet 3 of 5
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A. ECEC PROJECT NO, 1100.40

Revisions
7 771-11.
7
2
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SITE DATA
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11��AGE AREA 21 f — ", I �i 1 Ili \--I
J
--V
I
171 fI f
. . ... . . . 171-7
-� !", I":.!i,", ," , , I , I I' ll" , 'I /
STORMWATER PROJECT AREA 9926920 SF(227.89 ACRES)
f I r
;4-1
If 1. ".11
u
,N,
''t
If
liji'l
AVERAGE LOT SIZE 15200 SF(0.35 ACRES)
. . .I'M
IMPERVIOUS AREA FOR ROADWAYS 487924 SF(11.20 ACRES)
IF
U -A
;%A,
Z
IMPERVIOUS AREA FOR CARTPATHS 70856 SF(1.63 AQ
c
I V If
)MEA I I
'Q
XZ 4 IMPERVIOUS AREA FOR SIDEWALKS 70830 SF(1.63 AQ
J.-
V
..........
N-1!
TOTAL NUMBER OF LOTS 215 C
p 'A
eD
/I f
Z
19 MAXIMUM IMPERVIOUS AREA PER LOT 8614 SF
AGi
u
/j
�A
L"INAUE AK I D
7—14.— PHASE 3 WETLANDS AREA 2426339 SF(55.70 ACRES)
f 36 u
'y -------
If
A(M?JtEA 13
;fhl f
ITI ri DRAINAGEAREAl"
A'GE AREA 10
7-7 MAIN Nil
i, � ; j-rZ-7-L'j, -r:-,-, �/n-, , 1 .1. 11-� I I\
0
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. .. .... . . ....
DRAINAGE AREA 16
r7-1
_6 q
LEGEND
6 25' 2AO 8 yj
S.
o
DRAINAGE BOUNDARY
AGEAREA 2 c�"
F, Date: 4-6-05
20'DRAINAGE EASEMENT
if Scale: 1 200'
DRAYNA0VANOC 5
DAH
Drawn By:
DRAINAGE AF
VEGETATED SWALE
D11 I ION Checked By: DBB
AD AL
PRASETAREA -
DRANACIE AREA 3
DRAMA&
6
/pRAINAGEkkEA i
N DRAINAGE!tA�FA 9
Z
0
PONDS
POND
4
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
N�
F
t AFFIXED CORPORATE SEAL.
DRAINAGE AREA 26
L IL.-
SCALE: 1" 200'
N
1 729
/*
0
100 200 400 600
V
§
It
fill I'll
Sheet 4 of 5
oil so
-A A
26
ECEC PROJECT NO. 1100.40

ALL SWALES REQUIRE TEMPORARY LINING. SWALE# BOTTOM DEPTH Revisions
ESTABLISH VIGOROUS PERMANENT (DA#) WIDTH(FT) MIN.(FT) A 9-30-03 Roadway Detail&Swale Detail
PULL SLOPES BACK TO VEGETATIVE GROWTH ON SLOPE, BANKS AND 1 5 1.5 Revised,Swale Table Added.
' ~ CHANNEL(SEE "EROSION CONTROL NOTES
A. BURY THE TOP END OF THE EXCELSIOR STRIPS �W - / ER INTO EXISTING 2 7 1
1.5'
\,\, - MIN.
''����y'� -v i�"%:� AND SCHEDULE `` T RAIN TYP. 3 5 1 --- 5'
IN A TRENCH 4 INCHES OR MORE IN DEPTH y: / '/ 1 % '/ '/ ;;" /!iy / ) \ a 3 1
/
6 3 r
8 3 1
B. TAMP THE TRENCH FULL OF SOIL SECURE S _ --- --�- 10 3 1
_._
<:yv:.� S Q - a 1 X_
WITH ROW OF STAPLES, 10 INCH SPACING, i — Epp 51 SRO -- --i _
_ F
4 INCHES DOWN FROM TRENCH. y z 2 3 1 FILTER FABRIC
- -- {
13 3 1
u �
— � 14 3 1
/� — —� � �— — ��� — i T 15 3 1 A
�'i� 16 3 1 NCDOT CLASS B
j.
-—1 1 11-1 1 1—t 1-1 1=- _ ------ _-� 16 3 1 EROSION CONTROL
19 3 1 STONE
C. OVERLAP- BURY UPPER END OF LOWER - 20 2° 3 i 8"TO 12"#57 STONE
STRIP AS IN "A"AND "B". OVERLAP END OF , _._— __ -_-._,
OP STRIP 4 INCHES AND STAPLE
. .f
22 3 1 ON UPSTREAM FACE
E. OVERALL W TYPICAL TRAPEZOIDAL GRASS SWALE 24 4 �•
— 25 3 1
NOT TO SCALE �I>�, � 24"MAX
FILTER u
FABRIC
_ CENTER�:- --- _ ,� >- AT
x \ 1
VARIES SEE PLAN - - - I-- - ------ - --- �� - ---- -.._...--- - SECTION A:A 1 � O1
iiiiiic
F. PLACE STAPLES MAXIMUM 3'APART ni
TEMPORARY CHECK DAM 00
D. EROSION STOP - FOLD OF EXCELSIOR BURIED --- - : --- -�- —
IN SLIT TRENCH AND TAMPED DOUBLE ROW / / �' -�° THROUGHOUT EXCELSIOR MATTING 1 1/2" 2 ASPHALT - r—
' \ . xx IN A DIAMOND PATTERN TO KEEP 1/4":1'-0" - BRIC NOT TO SCALE
\ , - --- -
HOC# WIRE Nb FA _
OF STAPLES. x. - -�-� MATTING FIRMLY IN CONTACT W/SOIL. -- --— -- - -- _._ _.
4.
4-(TYP.) ^^
C SS" "RIP RAP \ .�
/ .....-. ,' .. � - ;- ..-.. _ '•+` � - .. _.-. . VEGETATED
" _ EARTHEN COWAINMEW BERM VEGETATED
6 AGGREGATE BASE COURSE ;= �' > ,- EARTHEN BERM a TYPICAL STAPLES -- y�`-`-�- � - - �� � �
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY - . _� ' ! ' - ° . v
-
V:. X/\ FILTER FABRIC 2:1 SIDE SLOPE MAX
i
t
r CROWNED PAVEMENT SECTION
i
A �, IP pA P
':• i. T
„ NOT TO SCALE �/,,••,�. /\; � �ONEOLASS, � CT
1.5 l
�� STONE SECTION
-- #57 CLEAN WASHED STONE O CC3-- 24 MIN. -;
EXCELSIOR MATTING DETAIL
�pw '
------ --- F \\ f j.i
NOT TO SCALE j - _- / % aEAN BASIN WHEN
. i. - _ —. _-_ /\ \ TOP ONE HALF FULL
CARRY/NLL� AA�� A
\ SIDE OF SPILLWAY v ` Z �� �1, i v�%' j18'FNEEIDARD v1 Vl
M5 CLEAN _
a
� ` \ \..`\ \ �\ \ \\ \/ \ CQ \,\ \ — it F��I✓ >� MASHED STONE I MAX, .,
III:.-
z - -
�LV
I `,;'; A% V v;`� ;,•\ , `•, -, / \ \V I_; I... CLASS I
RIP RAP
' ; � ,.'"/
d5o-Ir O / VARIABLE.LI -
III III '
' `� SILT FENCE STONE OUTLET (SEE PLAN) -�
So, NOT TO SCALE TEMPORARY
MIN DIVERSION SWALE SEDIMENT POND DETAIL
NOT TO SCALE
NOT TO SCALE
,.. .: .. ,- •, y TOP OF CURB
P J\0�'' TOP OF PAVEMENT.,.
SEEDING SCHEDULE
MAIN ROAD
/ INTERSECTING ROAD
6" IN.
• I ... . , � VALLEY GUTTER SECTION'
SECTION 1 1
2" -3"COARSE AGGREGATE ':� ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR rTl
NOT TO SCALE V l
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE
ACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. , :,QURB/RETtic PLAN VIEW CONTRACTOR CupB/RETURN.
A. CULTIVATE AREA TO A DEPTH OF 5". �`�;� • • '
, • • • EN C �RLIN PAVEMENT O
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
�- --_----___-------.—...._�-..---- - -_
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. CURB/RETURN A ,�
6" DIVERSION TO DIRECT RUNOFF FROM R/W D. SOW GRASS SEEDS AT THE FOLLOWING RATES �.
f�
.. . ... .......... ...............
KIND RATE PER ACRE 9
SECTION VIEW --� PAVING SLOPE 44"',- s�O�
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS HULLED 12 LBS. Q O
( ) FEATHER NTERSECTIINGSTRE SEEN TREET PAVEMENT NT INTO
N ROAD TURNS
TEMPORARY GRAVELED PENSACOLA BAHIGRASS 50 LBS.
MAIN ROAD CROSS-SLOPE,TYP. CURB/R TURIJ ,KOREAN LESPEDEZA 25 LBS
CONSTRUCTION ENTRANCE TALL FESCUE 30 LBS. © TRANSITION FLAT GRADING TO CENTERLINE OF
O
INTERSECTING ROAD AT CURB/RETURNS,WHILE
NOT TO SCALE TRANSITIONING PAVEMENT TO FULL CROWNED
TYP
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. SECTION AT CURB/RETURNS BEYOND, . P1
CENTERLINE TOP PAVEMENT-
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE REFER TO CONSTRUCTION DRAWINGS FOR
SPECIFIC TOP OF CURB AND CURB/RETURN ELEVATIONS S (SEE NOTE#6) - 18"MIAMI CURB
12'STAY SPACING �1 O
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
U•
MIN. 10 GA.
- STEEL OR WOOD POST r l
• TOP WIRE ,y X�, -- - - - WOVEN WIRE FENCING AS REQUIRED TYPICAL VALLEY GUTTER SECTION Iv
r 10 -- NOT TO SCALE
_ TOP OF PAVEMENT
SILT FILTER FABRIC MIN. 12-1/2 GA. @ GUTTER LINE
._ z ro INTERMEDIATE WIRES 3 g U. 40"
s N w CURB CUT i I- APER
MIN. 10 GA. BOTTOM WIRE N I- TAPER
6"MIN. COMPACTED
_� TOP OF CURB - ,, 8 0"@ T
CART PATH • �j
FILL OVER SKIRT* F- Cn
O j - ANCHOR FABRIC SKIRT w/MIN. 4" T�
a a_ LONG WIRE STAPLES @ 12"O.C.
V1
o W CONSTRUCTION SEQUENCE:
Date: 11 AUG 03
w
v~, *FOR REPAIR OF SILT FENCE FAILURES, 1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
• cr) 'N USE#57 WASHED STONE IN LIEU OF 2. INSTALL ANY EROSION CONTROL MEASURES AT STAGING AREA(S) OF PROJECT.
CURB CUT DETAIL Scale: AS SHOWN
- COMPACTED FILL. 3. BEGIN EXCAVATION CLEARING AND GRUBBING ACTIVITIES. NOT TO SCALE Drawn By: DAH
FRONT VIEW SIDE VIEW 4. INSTALL SEDIMENT AND EROSION / TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES Checked By: DBB _
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA. 12'•
.
5. IMMEDIATELY AFTER FINAL GRADING IS COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE CLASS A CONC.NOTES:
6. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. SEE TYP. PAVEMENT SECTION
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. `\ _SLOP
R 1 1/2"
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3"IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR LP \`�, 1 c,�,,,
--
PENTACHLOROPENOL TREATED SOUTHERN PINE. _ [`• a
EROSION CONTROL NOTES: NOTE:TO BE USED "
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. WHERE WATER IS TO \ R 3
---
4. WOVEN WIRE FENCING,WHERE REQUIRED(SEE NOTE#6),SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. FLOW AWAY FROM CURB
BE A MINIMUM OF 32"WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.THE TOP AND BOTTOM WIRES SHALL BE 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. MODIFIED CURB &GUTTER
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE.WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS (USE IN SPILL CONDITIONS)
THAN#9 STAPLES 1 1/2"LONG. 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. THIS PLAN IS NOT ISSUED F-OR
• CONSTRUCTION WITHOUT
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN.AND 4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE 12" 6.. ! AFFIXED CORPORATE SEAL.
A MINIMUM OF 85%FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. 1
SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. CLASS A CONC.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN.OR GREATER, AND THE D PO SPACING (S)DOES NOT EXCEED 8'. WOVEN 5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL SEE TYP. PAVEMENT SECTION -- --1
­, F - 01-1
WIRE FENCING IS NOT REQUIRED.OTHERWISE, WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED 8'.
SLOPE 1" 9` - R 1 1/2"
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. - I� � �'. ,., � N ��,oO���1 CA
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS '
TEMPORARY SILT FENCE OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY mot____ 1/8"R R 3" 0�`
NOT TO SCALE THE SITUATION. _ VEAL < _
STANDARD CURB &GUTTER = 16729
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL � �4��`�P �►r
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. =
CURB AND GUTTER SECTION
NOT TO SCALE •.,,B;��B����`'
This drawing shall not be reproduced in
Sheet 5 of 5
AL
1-71
whole or in part without written permission
of East Coast Engineering Company, P.A.
ECEC PROJECT NO. 1100.40