SW8070803_Approved Plans_20070813

co
IZ 4-4 w ____�____
° �ro rn O n N11 sa 0 o a) 1` -• -
H .ti 0 r) c4 a, �j a) 4w aJ co ro
F>r Ra I CJ 0 U) c*- �, (f1 Sa 4--I rocs
U ro 1` a) i ro -r1 o O b r-I s~
O H Z 0 U) �r 41 �, •
;ti N,I .a-) 3 0 al
a a) W M Ca r24 co co 3 a cn a) E 9bSi '�'S '
HFC 0 N 0 4' <Ji' H ro o •H4
co 4 0 H in d0! a ro ,-1 -r1 a, Qd�2! N3/�bH SN33f10
.p; CO U N r t ! co a) O +.) 'd O 2 _ter
z z co Ca W z `1 U) .[ N al N Cr r 1 £l = M«�9 Z tZ OS _ �7;, z . - ) a'1
p FC ci) z FC > II 4 �j •H -P U 'CI .r1 E Zl o�
H a 0 Z I W O 2 ` l~ a) ri H O •r1 ro tl
E-+ H W r- > (� H w 4 is (4-1 a) 5 a) Sa N a) t\ ■ - Ll �j �ti0 - I.
3
IA-
`0 3 0 z • x x z H ►�# 4-1 ° +i --• - a) `" H •r�i O �' M 0 : L19 �0k/ 9 •,°��
o w .cn • a M w W a b - o >1 CD a) Cr) r1 H (a / + * s''
Ln � ww o �a4-1sa � oa 4-) 1) (� di es,„
U 0 .. U >II ' LO w 2 a x '-O H >1 ro O a) is't7 (0CD sc'iiw / 4 9 d s
W > 1 LO O W U H U) 0 al'CI 'CS �1 a) ```011N1fUlf///,,,� 3«9t,L1.t (/
rx Cr) - a �' G C7 W (1w W O •• O �„ d• (CS Ul ro >, a) �•� tJ '•,, Opa 9 4 9 9 3
H Ln irs, ZDU) O cow U � o � ,4 •- E b 't3 �r'ses.P•e%�/j '' .141 \ •�I4 H W H O OOIZZ OLf) ,--1 . a) ` . O �' U .�" a) ro C., `��� i•i4/,'ii \ t') N ca \� 1 \�\ 4 �S,rQc■'
O Z w a+ U H w x c•) • ro a) ,x a, H u) ,Q a) - > E co Q 2 - 1^
IL1 a a D rz O H .. w .. cn oo ? U a ro aJ +) •r1 .•ri ro O •ri H Q 'i ,_ n N \ \ 4 4 4 402ss• U O cn 3CO a W D P I a, U) -H aJ u) a) coH4 () o aJ `•r14-, u) 4 4 ,,
E-i U) H a., U O N O H O1 a) id) S-I a u) (1) z •r1 4 -rl U) u) +-) (C a) =V s�y{ ? _ St c°°v ` I \
O w H U) roC7z H aH Ul0 (1) r-- a) co _w w >•rl c U '� 33 -_ ;i cor - ,� •�; \
4 4 4
Z a U z .� u) M U) 4-1 3 H N 040 ,x a C7 z U .0 O •H a) ,O J ,-, : �/. �i ^ N n SLl \ 9 9 \. 4 4
I FC w W Co , Ca •• 4H O 3 I O 0 o o CO H c co a) a) -H 'o a) (n s 6 W \
1 U) 41 c4 O 0 �a 4-1 O Ca o N P P -P < Z 4 -P Cr) S-I +-) u) U O $4 'i •'4ce ,-P '•\,\�
EH 0 0 •• 0 " H a •ri •r1 . (n Z 0.1 U a) ro •r-1 •r1 ,, 'Y w- ��. W, in N N 1� \ :1 •� co
ill 0 pa., a't7 C a) • H (0 • S�.•1 U (4-1 H is b� (: C.7 t7) CO a O '� +1-) ro C 0 ���,,,,, fl�`�`•1,,�N . is.N rn r 1A ry ` 4 + - _ \ \, j 'N ,
/ifiliI1111 r r P �a \ 4 9 9 9
f�a = H W a+) U) U U) •• O r1 O FC rl G U) a) is n O r1 W EO M(.13 •• r+ 4
. FC U > O 3 •r1 ,~ a) Z a I` S.4 H •r1 •H H f� Z +-) H •H 'C CO a) -w •ri tT m r. r •
�°�°� \ \ �L1o2a _
> U) N C7 Z ( H H 0 (1') a) U) -P .w La --I u) 4i 4-4 O U Cr) -1 cr 5 O co
rx W Z U) H H 'd ` s.) O (n co a) 3 -r• (n -H ?1•r1 -N U) o aJ s-I W ?1 H W L,! 6^E
U W H 0 -5 In • Q 4-1 U) 'b O a , •rI C7 • I -r1 3 a) X •r1 aJ H -1, a) H '5 d' O a) P -P 3 g g g N � \� 4 Sy A 5 l6•
zzO3 Nz a O U (.ca +) z >C >C t~ N s~ a) x - U Ub U) s~ J ) w OH U ce B < NN" �Mn9 \ \ 4 4 4 4 / 134g Y �35 : Zgl
H < p co a N 3 O 0 4-1 co a FC •• a) a) a) a) a) 4J •H z 4 a) o 4J ( N / ` _ ��• ;
Z H x a O w - Gq a) (d .w as O co -H 0 U 11 II U ro '0 N O 'C ro •r1 �' \ 9 �025
H W Cr) x a x a Cr) U al U) U) U N P •• z II II II II �-1 u) (d • •H -H O (n H O U 4141 N co
® 4 \ / s :'L`350 �y3 0� 'N ;
W z U Ra •• H ° CY, O Z �-1 C) Z a) • P U a) W II C7 C7 m •rl 4) H .� •rl (n a •r+ H a) U W Zbl 4 4 \ 4 I / ' / 4- 4
Z h W 045 ■ 353 �, i ,n
FC X fa < E U 'O O CO 1-) C7 w cn (n x •r1 U P +� +-) A U �+ •r1 s-� is 4-1 4 g4 W ^ N n ■ 4 4 4 \ \ 9 9 4` I 4\.1+ 135 = r /� / .c`
rxoFC ox �' oSqo3 o roaJ3 al a) rowHHaHa4 U U (CI a) a) 4 o v4� .rlro (nw � � .� / t
pa U 04 44 : �"2 FC l ) (n U) H to U) z a < w Ca Ca - W W U z z W W H (0 -n< 'b a U) a H U C4 O H Ca W ,� m 9 4 4 i �► / �, r9` 4 4 { m
cePmc �P .--a 4 + 4 \ 9 �:LI
�/ / 9 4\ Cl'
a 5 �u N 4 4 * 9 9 ) 4 \ \4 * 4 /t. I9 9 4 4 \ / 9
9 4 ► 4 4 . 4 4 4 / \ 3 4 4 \ I4 9 {
•� • tp ��pp p� r� p Q G ,£i•'8.F 9 4 9 4 I 9 + ! 4 \ - �9 9 4 \ 4 4 \
((j N'co )0 M O^ GO w N co ,A co O - N .- r. o O O IC t ^ O co M coN O ,!1 S 00 t 3« £, BON + 4l - \+ 9 / b 4 \ \+ 9 3\ ._,Y 9 9 \
�p• • • • C• • • p
O N,y N N ',g On r- T ul O^ •
,N M EO N OO N w $10 qt 8 t N .n- N iA• N t0 ,OA 8 Oi csi 0 M It(i + \ - . ' _ _\* 3 l 1 * i 9\ \ \ + + , 4 i +/ 9Zl $j stir
O !) 9 * --9 + 9 + 9 + 3 9 9 i * 1, _ O
WWI" 333W W� W W 3 W 333 W 3w3 W3333wwW33w 'Q ,p 4 9\ .� 9 + 9 9 •) */ `. M N
■ ■ • ■ . ■ ■ ■ ■ • • ■ ■ ■ • ■ ■ ■ . ■ •�i
O tOOfTO' N (. ococo n0 O In tml. io 1a. tno0� 0n ^ - J (r]mm ��pp pp p p t M 14 9 4 4 3 9 + 4 4 + + 4 F*� II
Z N;•NMNjNOM0U7NNMMNjNNiAONON .-.�A NiAOMONt N. ■ �. l• r r),1 .1 ■
6� • rtigClCriV L� Li•7iAl. Ni+�fV 1•C:-o teD cat) O r O n i \
P M .^ MMM w • i 'i M ■ 9 9 4 9 - v + + 9\ ��
(1v1O1),OS'F4 ,,9R,, Zm ,n �tMcrvM NMMNr „ O �O � � mEO1oe%� u°D) nNomnEo `rQim � conv�i � ;,� , 00 4,' -l7 ,. \� i ) / ,� v
oh • - M.6£,l£LOSF S`L1• r°I�i2Etn00101i (n (qi (n (n (n (n (nZ (nZZZZZNN (n (n (`1zZZ0n (n
` *•�o\g`` W r w $ 3.4 \ 4 4 9 4 \9 9 9 4 / -/ 9
g / 4 4
•' N�1Y91• E0 C� 00f0N^ �N�yy �M�yy N(�� tN�O1 �P�JJ ENNO ,00,}} ,19 O„� A NM�,•�NMt10PE00f 01A 9 4 4 4\ ` \� 9
�'�6 ' �.�� ,SB'6St ? J J �1 2JJJJJJJ J !3:3 JEJp JJ �Jp J 23 J J J J J J J JJ " / v } *,
/ - _ M Ifl t0 t0 10 t0 10 /p 10 I•f. i9 •� N ••-,
S M«t 1,00.00S 691 oo 4 4 4 4 4 4 /
^� M«0£,6S LOS J \ + 9 4 4 4 / 4 4 + + 9 til
Z8'6££l
0 80S 66 , /
( + 9 9 4 / 4 4 4 + 4
. • 4- a -4� .; -7 i 4 + 4� 4 ;
,e) L6ry / a N $ - i 9 9 4 4 9 4 4 '1 4 4 4 ; 9 9 9 4 4 9 9 •'^° 0
/ \ (1v10 Sgt _ M \ I / 9 9 ;, a •Q
�- T -Y-' 4 4 10''
�iv 4 ,W c \ M«££,L0.80S / ;• 4 4 9 _ -N ri 9 9 4 9
.h
o / 9 4 9 4 4 4 4 4 4\ •
a n / 4 9 4 4 1 �'
'4 9 4 4 4 • 4 • 9 • , 5g0 •.,.
7.s�6�g �!'�^ ' \! / 4 4 4 4 4 9 9 4 9 9 9 4 + 9 9/ 9 9 4
L642 4 \ r 9 \ M"19,L0.80S (A ^ i 4 + 4 rn-I / 9 4 4 4 4 9 4 4 9 + 9 4 + � \4,-
* 4 \ ;• 4 4
/ -. 4 4 4 4 9 9 4 9 4 + 4 ,6Z'09Z ,.� 9 / 9 9 4 9 4 4 9 4 9 4 9 4 \ - -
\ \ 1 --rl N9 4 4 4 / 9 9 / 4 I
+ 9 4 4 4 \ �./ * :�4�' 4 4 4-/ > 4 4 4 9 4,59.otz 4 4 * 9 ^ I ' \ 9
h sF) / 4 + 4 1 4 I i 4 4- ttsl / 4 4 �3«B + a 4 �l ^ t�� \
N ; 4 4 9 4 9 * 9 9 4 9 4 4 9 4 4 9 9 ,_ 4 4 J 4 + 4 \ - 80N J 4 + 4 9
�4 4 4 V\ ap \ 4 9 4
J 4 9 4 9 4 4 4 9 4 9 4 4 9 3 9 4 * J4 9 4 4 9 + 4 ` i- '� -s - \ I 4 4 / /9 4 9 9 d 3«BZ,F0.80N n 1 9\ �N `t / 4 4 4 4 4 4
/ 4 3 4 4 4 4 9 4 9 4 9 4 9 4 4 4 4 4 / 9 4 9 9 3 4 4 4 + 4 9 S�\ \� /4 4 4 9 _
•� / 4 4 4 * 4 4 4 4 4 9 4 4 4 9 4 4 9 4 Sckl * 9 9 4 9 9 9 9 4 4 9 4 9 S'� V S06)t, )j 4 4 j 4 4 0 ■ 3«8Z, .,ZO' �-
■ Z £0.80N 4LZ 9 9 i
/�� 4 4 4 4 4 4 4 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 4 4 4 4 4 4 9 9 4 4 4 I i '� 99.28 t 4 9 4 4 ,
/ 9 + 4 3«BZ,FO,BpN - L28
h0 4 4 4 4 9 4 4 9 + 4 4 9 4 + 9 4 9 4 9 9 4 4 4 4 4 9 4 4 4 4 4 4 4 ! 9 9 4
{ 9 4 4 9 + 4 9 9 9 9 9 4 4 4 9 4 4 9 4 4 4 4 4 4 9 4 4 4 9 9 4 9 q
„ 9 + 4 9 9 4 4 9 9 9 4 9 4 4 9 4 4 4 4 9 4 9 4 4 4 0 9 4 9 4 4 + 4 / /4 \ \ / IP 9 4 W
7' 4 4 4 9 9 4 9 9 4 4 9 9 9 9 9 4 9 4 4 4 + 9 4 4 9 4„y \ 9 9 4 4 9 / /4 9 / 4 4, 4 4 `
10 co.
J 4 4 9 9 4 9 4 9 9 4 4 4 9 9 9 4 4 9 9 9 9 9 9 4 4 9 , \ -9 ' _ / / 9 9 9 4 �' gen
9 9 4 4 4 4 4 9 4 9 4 9 4 4 4 4 9 9 9 9 4 9 4 4 4 4 \ ! 4 4 9 4 4 ss,� /j 4 4 4
O
\4 4 4 4 4 4 9 4 4 9 4 9 4 4 4 4 9 9 4 4 + 9 4 4 4 4 4 \ + \ 4 + * 4 4 4 Z
/ 9 + 9 4 9 9 9 9 4 + 9 * + 4 4 9 9 4 4 4 4 9 9 4 + 4 4 \ ( 4 l 3 4 /4 9 4 I C 4 4 h^
.VI4 4 4 9 4 9 4 4 9 9 4 9 4 4 4 4 4 4 9 9 9 4 9 9 4 4 4 4\ - / 9 \ / 9 4 \ \ 9 4/ \ 4 nh�O,l
Vh.I 4 4 4 4 4 - L,385� 9 4 9 9 9 4 4 4 4 9 4 9 4 V N 4 4 4 4 4 4 9 9 4 \ 9 9 9/. \•� i�a
41) \4 4 4 + �•/ ,_9- �a 4 4 + 4 + 9 9 9 4 4 I _ \ \ 9 9 4 4 9 9 4 9\ 4 4/ l� 2
1 \ 4 * 9 / \a 4 4 4 4 * 4 4 4 9 4 i 4, + -,9 4 9 9 4 9 9 / / 4 + I / 9 '. 1 +
W \ 4 9 - \� 9 4 9 4 9 4 4 4 9 4 1 ) \ 4 4 4 4 4 4 /4 4 9\ J 4 4 \ / 4
9 I ‘\9 4 4 4 + 4 9 9 9 + 9 \ r 4 9 4 9 9 4( 4 4 9`� 4 4 4\
,A \• 9 I 9 4 + 4 4 4 9 4 4 4 , 9 9 4 9 9 9 \ / 9 4 9 9 4 9 •1 fi
Z Nt( \4 I 4 9 4 9 4 4 4/ \'\ 4 4 1 /4 4 4 4 4 4 4 \\' /9 4 9 9 9 9 4 / +
* 4 4 9 4 „...4 * \4 9 9 + 9) (9 9 4 4 9 4 9 i> J 9 4 9 9 9 9 4 \ /4
\* +\ 4 \ 9 4 / / 1 4 9/ �4 + 4 + 4 4 4 4 4 9 4 9 9 9 4 \ /
\4 I 4 + / ".4 4 9 4 9 9 4 4 9 9 4 4 4 4 4
\ * i( \ `\4 1 \ 9 4 4 4 4 9 4 9 4 4 4 4 9 9, /
\ 4 JI 4 -4 202.08' 313.14' \ 4 4 4 4 4 / i ` 4 9 + 4 4 861,
u L8'661 \ / ) ♦^� O \ 9 4 9 9 -4 4 9 a 9/ /
3.9l,OLZON ' 4\ \ '\ N00.00'58"W NO0'48'38"W \
\ 4 9 4 4\ \ _4i
h'j 14 \ \9\ \ `4 4 4 -. Oce ,I as
'CO ti ,/ 4\ \ 4\ 3«Cg9,96 \ 4 \9 4 \
-* 9 \ 1 -3-- \ '!INN - 9 \ 3
*0 9 —4- 9 + 4 +\ 4 \_.4 �j,�)
9 4) 4 4 4._ 4 4 4 9\ V oi'
+ 4 + 4 / \ 4 , \ 4 9\ MO,Al
(0
4 4 4 9 9 4I \ / E 4 4 I 3«s/SC6£ '\ \Iclie
' 'y 'r'� ''�'''�' y �~ ti�`a.'
Ile
/, Z '9 9 9R 4 9 `9 \ \4 l �a(IN „ '
.1.°'-'111)S>< ::f44J4 ?eli
�Q }1 ti �%r
/ \ , -•.\\.) .1. % . , .e5,
`� 9 _3- 9 I ? -i, y
* * // 9 gyp! A -
Co 4 �`f '� ,ly� 4,,\ ) �5{ y •
4 4 9 4 4 �1 6i 4 / 3 ^-••� I. ■•, Li
I
•�v 0 ` l 9 4/ in 01
ti6 , 4 4 4 4\ / 9 4 4 4 ^
��ti ,�t+ 4 + + 9 + + a1 / 9 9 9 9/ `•Ci•• oI ' L ;\f f y� '
f IV
5 4 4 4 9 9 4 4 9 1 \ 4 9 4 1 ^ Z � •y'
o,
;117
\\II\
4 9 9 4 4 4 9 4 \ \4 4 - \ 4\ ' i { y '
+ dP
4 + 4 + 9 + 9 4 I ,_ � y ''+,'', , •ti •4 4 4 4 4 9 9 4 9 1 / \ I ti9 4 9 4 4 4 9 4 4 4 \ 9 4 4 \ )i I %� }mot '�• }'{�{ (\Fee
t
4 4 9 4 9 4 9 9 9 9 �4 ` -a 9 9' Oti£l I t \■ 'jf ti 4r jr .. ,{,ti•, r -'• 9 9 9 4 4 4 9 4 9 9 4 !*\ ,- -9-'4 4 4 9 9 4 9 9 9 9 9 4 4'_ -r ti 4 9 4 9 4 4 4 4 9 9 4 4 4 -4
4 `4.
itq9 4 4 4 4 4 4 4 9 9 4 4
9 4 4 9 9 4 9 9 9 9 4 4 9 �\ irl' ø __J
4 + 4 + 9 4 9 4 + 4 9 4 + + 4\ \ \ ?'r.�_ ��!! tiWill �
4 9 9 4 4 9 4 9 4 4 9 4 4 U1 •�4 Ll Ca H OLn N Ca rmit , \,• ¶ , :4TI!
r9N04 9 S 3yoi I A 9 9 9 9 ) ` 4 I �v 4 . (� H z U CYi N dl Ln H M44 9 a m - NU M • -C y l M r - itf
9 �) L78� j �•LOS9 �+ 1 /� a •�' W cz Cn W r
9 4 � \4 * * 9 4 •` ! 4 4 9 64 4 r 4 9 14 9 1 / -4\ N b 1�H O H U) H W W a) 0 FG H 01 O' z x 4.1 C7 I� I �`y,'ti '',=�,`}+x f �� .. �(1
Z W
9 * 4 • \ ^�� 4 9 * 4 4 4 9� ' 4 4 i J / Ogg 9 j \ 9/ ` + 4 9 9 4 �'I rl ro I 'd W (� 2 a a a R+ z O a al W H Ca C) f r y '
O, / O �' •
W W WzH +� HO W Ola -- H z II 1 ti
4 4 * 4 41••• 4 4 4 * 9 4 / _ 9-� 41 / 9 / 1 4 +\ ( 4 4 4 9 7/ 03 C", (1 N U) •R', Ca H 3 U) O Cl) Gra > d c4 I �'{- ..
4 9 9 9 4 IP 4 + + 9 9 \ / ,_ U) co (d H 0 W U (�'i U) O pa 0 H 0 0 0 C7 W J ,�.� ��,�r �'���
4 9 + 9 9 4 9 * 9 4 4 \ 4 4 9 * 4 4 2 •in Ca ! '„ I 3 Cr) O H CO U) W L7 �+ Ln W CO U) CO r-I W
r \ 9 / 4 / 1 4 4 4 4 ao ^ 0 O x FC c X Ca FC 0 U N W N FC O a ` •ti , � 'f�4
.<u �10 I \ - 4- 4 9 4 ( in �, +� H (n z H N w a FC w Cn U w a: U - o w
iii
P 4 4 9 9 9 4 4 -� 9- 9 4 \ \ J
^ry • 4 9 + 9 + i _ 9 4/ 4 Zge 4 4 . / 9 4 4 9 \ ^ E00 A • (n 01 a) H p� ( z H a Cn Cn a) a O ai H O z H in Cn N r- r `all
(� 9 \ \ Z O 0 0 H O f� O-i z •rl x Z H FC Z H W - '+
1111111,11110
0 el• 4 4 9 4 4 + 4 4) 9) \ 4 / 830 4 4 4 9 4/ 9 4 4 4 9\ O O U ,,(, •r1 Z, Cn a U) C7 W ' H •• U) H al U� H H H Ch `� `
h� �4 4 9 4 9 4 4 4 9 J / 9 Ig / 4 9 1 9 4 4 4 4- \ M U) O (II H OD W Cr) U W Ln �+ H a+ O CO al CO 0 CO N H f/ n morn [=aH a Ln z U N i
9 9 9 4 4 1 / 4 9 * 9 + 9 /4 + + + 4 4 l J C N al \ "C7 N ` Q W Q W a ro U) N 'Z-+ H C7
Alai _ - AL, A
9 * 4 9 * - / r0 U) E-i o al Ca O H W •• `Oil
r' ir It P ' 4.
4 4 + 4 4 * + 4 4 4 p -- ' 4 / 9 + + 4 4 4 1 /4 9 4 4 4 9 9 to a) W (7 Gs] U) H 3 x 0 H H O • W 0 �' O U) •ti r �' �4 9 9 4 4 4 9 4 9 4 9 9 9 4 1 ,;,0 Pd• U) WCn (xz WU U) U •• 0. FC o O a a +.) r•i 4% Co O -'�ti4 4 4 9 4 4 4 9 9 9 1 / - IOj\ / .. ^4 4 n / 4 4 4 4 9 4 4 9 4 Ea .f� 4 9 9 4 9 - 4_ 3 J ',� . O 'L7 M R'-, W W H �i z � O w x .O U � H O Cn � H �` ~ �=' � 'S �• f��•,�
9 9 9 + 9 + 4 N tT �" I E i 1 �. U W I U W Z x H _
9 9 4 4 4 9 9 9 + 9 19 / 4 + * 9 + + 9 9 4 9 i 4 9 9 4 4 3 H �, (�a U) I-a CJ) z H $ GQ . ' 4% W O 0 H 4% • 4% U) ' Cl) Cl) U H LU Z , ' T i,� ' �,
9 4 4 9 9 4 9 + 4 + Ci (0 •rl 0 W a H O N F!r 3 • OHO H W z Z 0 ` �••
9 4 4 9 * 4 9 '� ,
4 4 4 9 9 4 9 4 4 4 , �\ ; i*\ ED 1• ro h >1 Ln +-) .z x H a Ul H W • w • H H H Ca Ca W > 3 0 H Ln H Ln ��` , f �,'r + ,� �r
\ \ 4 4 4 4 9 4 4 9 9 4 9 * 4 4 9 + 4 9 ,�
4 4 4 * 4 + 9 4 + 4 * j 4 ` I 3 U) a U) H W H U a (n H a • (� O U C) W H U FC G �- O ` C7 ` t
9 4 4 4 4 9 9 4 \ 4 4 - 4 9 4 4 4 4 9 9 4 4 4 4 9 4 4 9 4 4 4 / N , �i , '�
9 4 9 / \ z ~ � 1--I 4-I a � U] z FC ',�'� W � Ga W ',�-+ �' FC (� rC z c� F� Ca O FC C)., •' N W N f
„ N / 42 O S-.1 I� O W COZ (r) z Z • O cz z c' fsa Q Ia H C.7 Ia C L Gq
* 4 4 * 9 4 4 4 4 4 4 4 T T 4 4 4 4 4 9 4 4 4 4 9 4 9 4 9 9 4 4 `+ ` ` .
1 \ 4 9 4 4 4 9 4 4 9 9 9 9 4 4 4 4 9 4 4 \ - r- C+ ` I al U) ` • •r1 H W Ln H rO f24 Cn •• U) a 1` II IIN41.1..elli
_ , •^• ,r• • y' +-
4 4 4 9 4 + 9 9 4 4 4 - \ 3 U) •gt' tr • al Lc-) H H I` Ca •s~ `� a M >•1 U) H h W U W Z U D C7 al H O O [_+ -INN
9 9 + 4 4 9 4 9 9 4 4 9 9 4 4 9 4 �' • 00 N C; S-1NQD xHOWH II HHHN co U) • FC zo ar: aOzcnUCD1-1 z c� w () 41 '
4 4 + 4 + 4 9 * + 4 9 9 + + < _
ow
- L16 '
9 / `\ �� i r,tie L
4 9 4 4 9 9 4 * 4 4 9j s 4 9 4 * �SBI 4 9 + 4 4 9 9 9 t 4 4 4 9 4 4 4 4 4 4 4 4 I .�+ Q al tr1 In -rl Ln H O H H rYi O r i al W FC H U w C) z z H H H �� ell '{".'� 4% r. , ''`
4 9 + 9 4 4 4 4 4 4 4 * 9 4 9 * 9 4 9 9 4 4 4 4 4 + 4 4 4 9 4 4 4 9 4 4 aO o �, N •N H H • (Zi O O r-i ,� N U U W Ca �-H U) O z z - H ` t: ' r
4 + QQ a) CO •r1N N . . Z OW NW Z >- NO 'mow MO • UaU) •• 124Z 241
W )a OUO �• HN >���a' ' ',5rill
�1 • y "�} ti
,W * 9 4 9 4 4 9 4 4 9 4 4 9 9 * 9 4 9 9 + + 4 9 + • * * 4 9 4 4 4 4 + + * * 4 3? ^I -H I H U U O a QO m 3 w a) N W U ,7 w 4% z
"� 9 9 4 4 4 4 * 4 4 4 9 9 9 4 4 4 9 4 4 4 + 9 4 4 4 9 4 9 4 9 + 9 + 9 H a U -I H a z • a w Ca N O J (n • z U W p; C7 a w w FC W H O H a C7 v a rn O H ifil- ,� f'
a * 4 4 * ^ � roz a) a ,.CnHp oHz C] a � � c� FCr� aw w > zUzxcnxcoC7C� Z • a • Mil u��u , =r. , •- f▪ :k�
'r ,p 9 9 9 * 4 4 9 * 9 9 9 9 4 9 * 4 4 4 4 + 4 4 + 4 LI
4 9 4 + 4 9 9 9 4 9 4 4 + (n CCI pa Cn 0 H h 0 O 4 'Zi �� CO a 3 N m O FC U) < C7 C7 C7 W W H Cr) •In NI-um
'- W 9 4 * 4 4 4 9 9 9 9 4 4 4 9 9 4 9 4 * 4 9 4 4 4 4 * 4 + 4 9 9 1 9 9 4 +
•' a U1 O Ln z H Z 3 W U) S-I '--) C� W a W a Z pa a a Z H PU O • 3 W U) al .Ln �� � L �NI - f t) I� •,j 1 ti •.-•;r' 1''ti'tif f '4 '
v`v3a ` �
•51.73' Cu • u) S1 0 � a Ca H a) a FC FCUU) - 04C� a+ OHHz O HH00 00
* 4 9 4 9 9 4 9 9 4 4 * 4 9 * 9 4 4 + 4 4 * 4 4 4 + 4 + * N04 21'57"W ` 2 H ti r f' j X ' 'i-4^
4 * 4 4 * * 4 * 9 9 4 9 4 4 4 4 4 4 4 4 - P a 'U (1) FCi co O a H FC Cn H H C... 7 z w z z H H ',Zi O H H (x O H 4., O W a FC 17 ` COM • 1111111111 L 1 4t,f '�',{, :'� • u,t,� , 1 '
* 9 9 4 - tT � 4 W CCICDHCI C) H H •HI'D •• HOWO a c\ICDOC.7 FCZOO1- Ua ZFCH N � F . ti
4 4 4 4 9 U) (n RI 4-) b U U) a w O .w H z >+ H a) g4 H Ca x a 1 z cn z Ca w --w z O H 2 In co '1 ill , • 11111111111011116.. •- -r. '• t.er f▪ �.
4 9 4 9 4 4 4 4 9 4 4 4 H W H
187.69' ..-I .H H OHH W CD • 2O WW U •• SHE-+ HU) xFC00 z � HxFCw Ca ('� OOHM '
4 9 4 + * + 9 4 + 9 + « CJ) (� (y ,Li"' ro > l0 a W H >Ca U) W U) H 4-1 U H Ln a H a Ca Z Z.a H H Ix U) Ca m �r
N04'28'08 W ` - "f`• {4C.'Il
9 9 4 4 4 H s~ Ua � aa0W � NU HH a0 SaH H cnzcn OaalaaapaHOHpcnw OC7 11 > H II
x ro a) -r1a OWHooxFCHO � UC) DW FCFCcnOOa+ wWao a 04axaoOHXOU FCO f, r {sue ,� i f {'
HZCa rZFCczcn3NHx ## aW cnFC U)C7H0CIDaUCD WU) Ln W 0g4c7GaaU) CaH U2zzalZ r e g+� ;fir 11j
.a N/ftb Olp Mr �1 '•r _
l ,(
-- 4{ -tom;F ' '! -_,1"r�f -Tf- '
\ 1Jl sI0 , 0,700a,

a 1
c za
w
0 ° ro o, O
U b rZ t I 0t0
b
O ,--1 W co CDo CO -zr
io n in ih io iry N• r N o I� Cn C0 ao h w) o - i', Co r o n is is in is in Nn oo uo o - in tp w iD 4 Nn 'C) 0 0o CO ih 4- N 0 o 4 i,n CV Nn ip i, o is 00 i0 N ip CA Nn) d CO P tO (D d O N O 0 > ,-+ O 0 N
M O M P P O N O to N P M M P N N d CO - cO t0 m - N CO N d P - - (O - o o (O - P u) N (O o 0 M tp M O P O O M M N (O d - pO d1O (OCOddCOtptoMNOPdOP0d0o0tpMONdPM00P0PdtoM - tO •� ^� U
O1O0N 0 (0NNO6o r6CO0todO00cO O o 000ONO6 ON d000 O d a0tri uidMddMdO � (O coO10t000dOMM OMO MO6 PNt0dOPNON400NM (OCONNP040 O U) MZrf, cn Z
M N M N M - N d - N N N N - M N t0 M N r d (CO I M o - d Y' N CO d M M N M O M d M et d d M d N rn M P M rn d M N 0 N M - P N M N - c0 N N M d M M d d d M d N d N N N�- d N N M N N to d 0 M 0 M P o ui P
c H a COO Z 1 W O Z
° W W W W W W W W W W W W W w w w w W W W W W w w w w 3 w W W 3 w w w W 3 w 3 3 w 3 3 3 3 3 3 3 w w W W w W W W w w W W W w w w w w W w W w W W w w w 3 3 3 3 3 3 3 3 3 3 3 3 w 3 3 3 3 3 W w W w F F' W H W
`, x L t t = 1: t t * * e x t - t t t t t t * L x t s = t t e * i t I t e e t e e - L t e e t t e * t s t s a s f t e e t e t a e t t * a t a t t t t t t t s e e * t e * t a a a t P P Q Q W W
0 d P 0 to P d CO m O 0 P P N O P d 00 - O P cO O N N O N to d CO m d , h 0 P O O 0) - N in (O m 0 - u) M P - O O cO N d 0 10 0 N M W .- W M N - - (0 N O N ._ M d op N (O CO 0 O O O O P 0 .- h P - +-
W dt0M . MdCOpd 1- d dN0 dMNNN - 1(') ntn d N - O d - - In In d OMMN ;- '- N NtoCO O MN n 0 * •' dOnMOddOONdOMNOdMd000 :- 0 * NOMCOOt000 •- ddOdOMMMCO0000 U Off,
-1 tOMOOOOPnt 101nOCO00N, ioOMc00 • OOOM (O OOt04 � Nh4 'Nb N ppiOtoP d O d 1) 1n01010 oocOOOOMdNMMPO � MOi70O - 01., hNi000dM0Od031000OddNN O 3 .� OI Z eo' W Z I-' . (�
m n 't Mr) P ;p rdNdM O ;noo°nNPPPNNO �nOU•) N rr n � tpNNN :nPN � Pr507e d � r) tpN � ;nto ;n ;pN :'') NNrr :`) :') � coNa d ;� d O ;p � NPatOPPP ;oNNtor ;t ;t � PPNN
r r r M - NP NNNdO .- OCOMCONOPOOO - - pM - 00 `� cf) W W 0 a) \
d M O P d P d 0 co m n N 0 4 ,t o o o to D M O O o N o - n - N d M - - NMN (•`. - N N m On rn N n N el n N N __ N O d P N ai oo N p 0 0 0 P I�
OOPdtO1oP - oOMdPQtpd0t0 � t0odM dtnNO M - OU OION - - d N NCO PO M OpM PPP00PdMPPcOPP - N01nMM0 - - O - OOMNNMPP - - N - - NCOOPPPOONN U 0 � U 'ylOOLI) YE 0 Z
w ZZNZNZZ (nZZZNNNNNN0000NNN000000cno00!NNNNN V) V) V) V) V) N (/) Z V) ZZNNNZZNNZZZZZNZNZZZZZZZZZNNNNNZZZZZZZNNVINNNNNN W y14W -1--) OWUP 0 .
Z Ewa °,1 ,-; � s~ C7 W R: W O
-) O - Nn owh0OO - Nndrowh0OO - NM dtptOPCO CO O - NM� towhm m O - N M d CO oh O00 - NMdCO.10P0OO - NMd0 0P000O - NMdtot0P0OO - Nn * Lovhcoolo - N M dto Z � C!) O � O 3 N
tp. o (D w up w w C 0 .- 1) P P P P P P 0 0 0 0 CO N O O 0 O Cn T (N O O O Cn O o 0 0 0 0 O O O O O N N N N N N N N N N M M M M M M M M M M d d d d d d d d d d CO CO C CO CO un �+ H W A 0 Z co 0 O Lf) .-i
N N N N N N N N N N N ,, N N N N NNNN N N N N N N N N N N N ,, N N NNNN N N M M M M M M M M M M M 1'') M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M Min M M M M M 0 H-+ W n fs•1 U C H W x M •• b
J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J JI J J J J J J Cu XHa C1a U) C14 O 1-( •• W '• ) OJ • U
• UUoN4uaG � ")HU/l O E-1 0 C1) Ln
Z I-1 W El cn co C Z ,-1 a H U 11J w h
p z .,.1 mcry cow 3 HN ao
I U h W s~ ,~ 0 •• 4-10 3 1 0 0
W f>~ O 0 S( w 0 0 0 �+ N
P O NCO N d O 0 d 0 <O O N O O O M tO O (D N o 0 (0 O Cn CO O M O O CO N O M t I O Cn d 5 0 O N P W M P O N.CO oM 000 0 O O tOO P P O (O O O CO N d 0 c0 0 .* 0 o N M N 0 (0 ek * O O • i c0 P p .- O M ,- N O m P h t00 N 0 N O CO 0 P 0 M N Cot P N M o- Nd to c0 d ,_ M 0 0 d t00 Oh N * d od tpD a (]� (� OI (DO
(I) •• O v r ( a
M CO P O O CO tO d P to O d - M P N N to 0 d 0 M N O d (O O d M - m "� 0 !) O M d 0 o m - M M d c!) (O O c0 O d c0 N u) O N _. O
'� N d MNMNMMNMMdMMM � tpoM1'o) Mr0nCd0NN d rnMd � MM NNMMtooNCO � N ronN M du) NNN ON NM (V oNNMNOONNNOMON � ONNMN - � MMMN � NNMro) Nt00NN COtO � NM ^ d � 1ppMMMNM � MMdNronNd � MrVCONtONP)) d � � � t°DOCON .- NNhNr'o) MO Mtn t aO : E1 .� W '1 (n • U � wr-I
a aJ cn U O • O
c >+ Ul N Ur 2 ro 3 ' N 2 a E�
° 3 3 3 3 3 3 3 3 3 3 3 3 w w w w w w w w 3 w w 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 w w w 3 3 3 3 3 w w w w w w W w w w w w w w w w w w w w w w w w w 3 w w w w w w w w w W w w w w w w w w w w w w 3 w w 3 3 3 3 3 3 3 3 3 3 w w w w w w w w w w w w W w w w w w w w w E� Ei W 0 ('') N V)
s e c s = . = t t s e e t = e = s = t t t * _ = e t = e t t : s e c = _ = a t e c c e e e c = e = i e t = * * * = t a * i s_ s t e s e = t e e t s t a a t e * a e_ a s s e t e_ a t e t t a e t t e s t c t e s e a t i f a s e t a t _ A
000 - M - dP dMdCO - OMPOONd pP MONPCO - d - (O0c0d 00P0oM O M to 0 d 00u) N 0 d Nd � - tp -p040n ,-n - NNt00 .- - *.- 01nNNN � � ON0000n , .OMtOa° °rronupoothOMONoto * 'OCMOO ,rOdu) -rnnvn° �' NO � NO .tonoOpd Y- rM) N1-- .M- unNunn - '/ rCUc.14H Q 1--I � . Qw Q) - 0 a r- A •O U
W M O d d N 1) 0 d N O " d N c0 to 0 !") M `n O N M M d 1n N N N -O rn w O M cn CO d N d - CO - rn 1O N d 0 N ND - t0 .0 ;r t` Nn N O N� M n ctpp in N CO - CV f\ i0 OO O -p0 d .1 .- - CO O i0 r 0 n jO M N O N .1 CO i0 CO t0 tO a0 N 0 P N N 0 Cf 0 ip O d 0 0 Nh d N n 1V 10 r- µ111111111!/!//// .4 Z Z O 3 Z 0 ?+ R� O U -, f1 •4-1 Z
m ddr71- rP * r:tNO � NrM (nPrPrr.') OOMdn tOMrr) NNrr :OO7tOOOrinnNQetopOrMON " PNP �pr � �rd. �nrr "inNrPPr � PrNMrrr ;n PNPNP4PP7tM �nNNrtnc3Vtn5� riopOr ;n � rporNO � � 7PoMN ;n / Z 0 aN U w cn
Q r 4r) d rP0 nrn — d ►nio .- 01.0 .- (r• 0 d 'p - O � o co (Oin0Y- M000DNO0P c0 �. MMMO mP - ohno d ^ Nounr..OPP ., Cno oul oPdP * mmr, Nunor, * 0 oO (DO PdtotONdM0O1oot0o00Pcoc coun * 000PcoomN - OOto00 .- N100d00 o0r0 * Ln JN/ 4; FC (n 3O O a�C
- P dNr, 00c0 - M - - 0 4coMpPCOo - ONP * n * Nc0P0PM - - Od (Odd - O (OM (OMMPdd (OddddCONOO - COdpCOP - ONPdMc0Nc00hdPu) u) r, r, oh OmOCOcom dPtO N/�/ � � ,1N ' I� O W \ m � 11 (� O rI
to N t0 P P P P P CO N N d 0 - - d d t0 CO d p 0 d - P 0 d - o P(. CO N CO M - P M 0 o O P M (V M M d d N 0 o 00 � he co
a > W •. W O W Q', z U a (Jz M o
w Z Z Z N N N Z Z Z Z Z ZZZZ Z Z Z Z Z Z Z Z Z Z N N (J) V1 V) V) N Z Z Z Z Z Z Z Z Z V) (!) Z Z Z Z Z Z Z Z N N Z N Z Z Z Z Z ZZZZZ N (/) N N N N N Z N Z Z (n N N N V) N V) N N N N N N N N N N N N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N N N N N Z Z N N Z N N N N N N N Z Z (/) Z Z Z N N V) N A. 4 H W CI)
Z rNMd100NCOM0 .- Nino OWN WM0rNMdtot N WM0 .- Nn4000PCOOOr- Nrn400NW010 = NM4000N00017NMd1O NWM0 .- NMd1n (ohmm +J �� - 41200•1 s� H LPG O - FC �C + 1;C EU 'd O m .W
J M dCO (ON000 - NM * COCON000 - NMd CO (OP000 � NM d nt0P000 NM dCO (CN m00 - NM dCOCOPOOO p) D00000000 - - - NNCV (VNNNNNNMMMMMMMMMMdddddd
u) nun nInuiouloco co (O1otolptou) oh dddCOCOCOtoun ) totnCOCO mil_ f40FC O � OAo3 O rtS i) cd �lT3 [ 4J ro
N N N N N N N M M rn M rn M M M M M d d d d d d d d d d CO O P P P P P P P P P 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 _ �C
N (V NlNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN (V NNNNNNNNN (V NNNNNNNN -0 NI J J J J J J J J J J J J J J J J J J J J J J I J J J J J J -J J J J J J J J J J - J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J -/ J�J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J �� A=CO •: a U a w G �•T"' p u� U] E-' U� c!) 2 a FC a Ll C]
CAI
- - - - - N d ao M O ao O O t0 - '•,,'//'/ ON,l Ifi1tIt```\```,•
• • tO c0 - O 0 CO O OD N In Mal N N O O M O tO N • CO 0 M N 0 P 0 d O O O
•• • • • • •• .• CO P P CO O d - c0. Ci P O - Cn CO d to M O CO - P 0 - CO O P m C - d M d N tf) O N t0 O O O u) O O O 0 ,. . • - t0 PCC5
• .• .• • to M CO 1 O Cn. " M d O d t0 N M O to O d O O O • O P t0 O O •! O c0 P N d t0 CO d d 0 t0 d tp 0 • .• .• 0 M • • .• • .• • • • ••
^ '� d M N M M rn N N N d M M N N =t N M N d M M 0 ® CO d M N d P 1n tp M M - 0 O d M M M M CO
° 3 w 3 3 3 3 3 3 3 3 3 3 3 3 w w w w w 3 (•) w 3 w w W w w w w w w w w
t L = s t i e i .• •• ♦ • • •• .• '• • • • ' •• .• • •
• •• • .• • e >� t e e e P t0 0 M O M In O to N CO cD O O d O N N dh' O-PP0 = '• i • • •. • • • • • • •
_ • •
• CO CO d CO N M d to CO d - - N M CO O - M p pD d N N N O h en O _ D P 'upN 0 • • • '• • . • .• • • • •
W • _ _ _in O N O O P tO • • • • • • • • •
• • . • N •• N O O M P d O O O iO N O V- r) 7r d M M N M N • ® •
Q] • • • • M O � to ;O r) •ONd -,r�n � ;nIoOPNNr • FP • f • • el rti, • • CO • • • • • •
.• •• • O 0 n o - cq
d r ca N O ul N (O O h N 0 P O N O d OOP t. 0 O 4 en -• d • • • • .•
~ .• •• • • • Q - • P N c0 P o O CO O N M P p d 0 O M d O M O W N 1O M d cp CO d N •• M •• • �• • •
W N CO V) O V) Z Z Z Z Z '✓1 0 V)(P Z Z N N O O Z Z Z Z Z Z Z Z Z Z Z Z N
J • M d O W P O n p - N M d in tO P CO O O N M d CO 0 P 0 O O N M d O 0 P • • M • - • • • • • • • •
♦ . • •
• . • • •
• • • • • NNNNNNNNNNMMMMMMMK - d • • • • .• n •• • •• •. + .• .• . • • • r . . 0 • • • • • • • • s •
NNN
.• • • • • • • OOO OO
• • • • . . • - • • OOOOO0000O00000000000000000OOOOOO • • • • • p • • • • • • • • • • • • • • • • • • • • . • • • • • . • • • • •
J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J
In M N1') O O O M -r, O O iO (O d Co Cr) CY O) 10 10 - 0 iV 10 O Cr) •t O O Cn N O M In C, N CO D In Up 4 Ple.) N �i O o 10 n n t` " OIL .- 10 4 CO 0 CY d cV .i CY PI OD 10 in ;I 6-4 CO etO N p In IDif)N In ri 'rn 4 - CDO 10I,. Co O 4 1• In ' CD CDf\ (ENO :- io � 0 :- et CO 1� ^ CO In O In CV O O h -CO , 4 d cV O C..ON
NNOPP � O .- PNCOP01. 04 (Od' PO0Nt0 cO mm mP N .0 n0cOPPP d ommOddO (00o dP0 - NNcoommn - .tomoCON - Ntf•) 0moo * nPO - (OMNOO OPMNOOtocyo - NON - MCO - PNCOMOCONdc000 (OcooNMMMMMMNOtOM - ONOO• (OOCOMN O
O d d d N o r M r) . N O d Ni N d 0 cA CO (O cO CO P If) 0 CO O CO O Ni O t() (0 O (0 P O • O M O d co M .- O * M N P CO M O Ni 0 0 0 c0 CO P 0 O * O 00 O N r p M N - ui o CO O M n (0 c0 Ni M M O O P CO 4 d 0 0 P P O c0 (p CO CO P O u) c0 r. d 0 00 Ni d ui P ui 0 c0 r'i c0 P c0 r- • d ' O o 1f•• ' t • ' N
•
^ M u) M d M * CO 0 M M (O CO P d U) cf') M d N) c0 M If) M N N tO N c0 M d u) cO N M d N M d M o M d M N M d d d d N M C M d tp CO P CO C t0 d M t0 d d N P 0 d M M CO N - M N UI) d CO M u) d M (O d N) o d M N CO CO M N N N N M M d N - M N M d P - N N M N N M - M M d N N M d M d M M * M d M N M 1f) d N N
c .— _. a
° 3 3 3 3 3 3 3 w w w 3 w w 3 3 3 w w w w w w 3 w w w w w 3 w w w 3 w w w 3 w w w w w 3 3 3 w w w w w 3 3 w 3 w w w w w w w w w 3 3 3 3 w 3 w 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 W w w w 3 3 3 3 3 3 3 3 3 3 3 3 3 w w w w w w w w w w w w w w w w w w w '`W w w w w w w
�. : * e * e 3 * e * * * c t t t a t = t * * c e * e t 1 ■ * t 1 ^ c * N u) O * O M * * ui * 3 a s = N M a 0 3 M Ip P P N P O N * c0 d a * �) c * U°) N M M * a 0 0 M P P = N N CO N 10 to M N- O) d a e a e a : e a e e e * a t e a f P N .- cV 0 0 cO o O t0 P t a .- N P tO to c0 d d N C� r. M t0
P - O O N if) d CO d P CO (0 O O It) O M N d CO CO N 0 N N M N O P M tO NP O 0 cO P ) 10 0 0 N CO d N O (0 - M N t0 O N O O O M N - u°) N d
W tOdM dM00 dNMO � CONN •rOCOddM NNNNd - u7NMOM- M dOCOOdN - M - r- COCOM .p• d1nOp - - dN (ONCOOOdNto � cnOrnr) OdoMdnMtnNtONOMMtodto - NO� - dONd � ONMdOOM .tNr`10M - NO :- - MMtnO - MMON - etNNt01010tn00 du) NM
J N ix) - 1000u) NOt` 000 -00 '• 1nP Mq) MP0 (OrpdO �CV tin in no tpOOto4t. on - dPM � - M1pcO � cO ® tOe0NM '` NNn) PioOPPP �tinhaDiDfeNNIC44 i7000Co - (OMt` o4 .- M � f` t` tpNOO - in) 0W � tpOio09loT.o. COt0O4OinNNNpOOCN nC0CVinO to ioN_ Ci Po
m NPP ,- UnOMt0NdlnOr ;nNO V17—enP_ � inNr ;ttn 7—rNNPN :tin NN5)5) rNNONOrM ;oNrNNP ;n :n '.05) 5)nrr) NNN ;nNrNrPdrN ;nNtoV) Pen ;ntnMNPPPNNPPrNr.') !f) rNr.') OONNddrPNPr ;nP7r00to '' Pc0 - PcOPNNc0cOt0PI� P dtOPPdO dO0a0
_ N M U) NPNN PtpOON 4OOOM000 0 "/ NpCOdN dN_ - M d - M0dC000 - OPMONroMTCO00 - 01-1- 0 ) NP000O - N - Mdd (O0 - dOOPPMMOMOO (p00Md0 � • NdN00towor- 0 • c0mNo - MOMMdcO
1- d m (O to N N M o N CO 0 N 0 - ONO d M 0 0 d d N d d CO p N 0 NO O P O O M 0 d 0 tO P cD O O M m N O Z Z Z Z N (M/) N N - N (0 N N N Z Z Z - ZZZZ - 0 O 1p N d 0 CO CO O O N M cO t0 d 0 cO u) N P CO w d o N d CON 0 - 0 0 0
V) N N Z Z Z Z Z Z Z Z Z Z N N Z Z V) V) V) N Z Z Z V) N Z NV) N N Z Z Z Z Z Z Z Z N N N N Z Z Z Z Z Z N Z N N N Z N N N N N N (0 N N N N N N V) (0 V) N N Z N N V) N N (/) N Z Z Z Z Z Z Z ZZZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z N
W Z Z Vl N N --- '
z _ _ Q _ _ _
J COO - NM d1c0PCOOO - NMCCO (OPCOONN• PPPPNNNNCOOO(00m0mm000coOpt0000000000000000000 NMdCOt0POONNNNNNNNNNpMMMMMrCO) ronnnennpddd dd * * * COCOCO nCOOOCOOCOt000 (O (O (OCCtoOCNNNPPPNNNNDCDm0omOm
d if ag m mmm oommoomw. m mm mco mmw t• cp0000000000 mc0 00000m 00000000000000 OOOOOOOOOOOOOOOI00O0000000o mmm000,0mmmomomm JCJICmmo Om mono mmo JOOOOOOOOOOOOOOOOOO OOOOOOO
CO ap O aO Cp 0 0 0 0 CO 0 0 0 0 0 O O 0 0 0 _J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J -J J J J J J J J J J J J J J J J J I J J J -J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J
J J J J J J J J J J J ) J ) J J J J J J J J L
-M N CV N� Cn NCO d CD N i0 t. _ - .- d iO O h 0 O PI Nf) - o M O O O u) d - - am P d N N O M d O M O O 0 O P •Cp M CO - O N CO 4 N 0 op 0) o P N N * (N i+o1 it N) O C7I is' 1• CO o i0 in c0 cD N d NCO 1-, O N N OD O N ) N°` i M O CO CO O ® 0 N T. o d e0 n N t0 (V " 0 10 O P cO N P M
O Cn O N m o i+) O T - O M CO - O CO O O M P d d 0 u•) CO P ul d 0 0 0 0 - M P O d• d 0 0 0 o d 0 P - 0 0 0 0 O m.P d N o N M N d N P O P c0 M O - co N O m o - O o N 0 0 P M h O P P d c0 M N N - - O N - M M O o 0 m m - O m O P P
O O cO M N CA O - (O O CO P Cn P O P d o - o o _,<'. 1:. '- - P CO t0 CO cD`-Cf c0 N 1p
^. d U d 100 rry d N N N N r0) tC < cf) d t Co0 u0] N O too M tl) r) M •Od dM N ® c0D U N t00 PM�D O O M M N t00 N M M N N N 0 1- ^ M * w N 0 too MO•) j�d * d t0 ►n M IOnj n c00 d oo up N * M N N M ro M .t 1Qn N ,r N +07 r(n M n - t j -- - n N N * N n too 1O to N 10 1O N N ..'
c w w w w w w w w w w w 3 3 3 3 3 3 3 3 3 3 3 3 w w w 3 3 3 w w W W 3 3 3 3 w w w W ww w w 3 w w 3 3 3 3 w 3 3 3 3 3 3 3 3 3 3 3 w w w w w 3 3 3 3 3 w 3 3 3 3 3 3 w w w w w w
° w w w w w w w w w w 3 3 3 3 3 W w w w w 3 w w 3 3 3 w w w w w w 3 3 w w w w w 3 3 w w 3 3 3 _
'0 i t t t * 10 17, t i t too e * e * t t a * * t a * _ : _ = t t : : t e e : e e c * t c t = e e e : e e c e : e e : t t t s e e c : c : e O = �, ** 1� t Cn M CO e 1� h tO e t t a t 1') d 0 apo 0 1f) O a O t0 d a * P d 00 * 10 a *cm
t lip la
a : t Is-
* In * Is- * Ip 0 1O 0 If) a0 t0 O M N p pt 0 0 0 * O M M
_ * , N , � � NOOnOONOOg sf) Or _ MN =) 0OnnkocI� � � ,? tone 0 * c0 - ro - - - NOthn O N 0u) MMM t0rtl11vrn * coNOcV dN � r10 * !nNON000:,_ _ _ Ndcnd00NoonNNro - n - rn0 n * dNNo-csionn - nN - d0c0NN - - - toNO - .
® ®:- - N N i0 N d N
Lij
N (pr-1N if) Oo C)f - OiOr) tO dPNt000Mo (O0N000Mt\ M 1n 0rcpPN - if) NO1-- NOrn idP dt0M4 (0tpCpNoM0 - d10Pd000PMif) f\ t0toCOiD10Op000c0toOCON Ot0NOptdMCOCOCO - PMCO0I� pMt00N NM OipCO0
J dmmCO - orr COP00MM0 ( n71- Np. P' O r r'°) r (V C� "r) •NM . . . ..pN ;p . PrnP . Prrr—.. . ;nrn) rr � rNrd r :nPPN . dN :'') PN � r .d � NrPPP :n :trNN) r ;p ;p � dMrp !tN ;nN ;nv. dP ;oNNrNP � PP :nPv. NOtptoPin ;ptprrnto NPdP
m N NN - OMr rrrn) ;0 - n - mcorr, m * N fir; - - MMCON - Nin) OCOOCQP PNOPOONr.„ N oPP . dPN <0 dtpMMw) Pod
Q _ Cn N M tf) N O 10 d Or N f• n d O O M C• o d cp M d �'n cO N O O N O O n N io N 0 o u) N (0 P d P P 0 0 0 O iN p O p 0 0 - 0 CO O d O N (O d c0 P 10 d M 0 0 f� t1� p t0 M d co 1n O O N cO d M P'
O N O N to M O (p t0 (O M O O P O d N M N P d N N h dM O h 0 CO M O O at d P P (0 CO P cp P d P CO M N to P tO CO M P 00 M M O O 'r N tD N M tp tO O CO N O N p d CO M M P d 0;o ([) O M M d t0 O - N u) d CO t0 CO d d d O P 0 P t0 N P CO o 0 - Z V) Z Z Z Z Z Z Z
0 0 0 m P 0 to d 0 M d O M � (p P O u7 N - V) G� Z N N V) V) N N N N "-Z Z Z (/) N V) o o cip ) V) Z Z Z Z Z Z Z Z o Z Z Z Z N N (/) N V) N Z Z Z Z Z Z Z Z (n Z N N N Z Z N N N N (n 0 o 0 o 0 o zi z o0 o 0 0, 0 0 0 0 0 0 0 N N N Z Z Z ZZZ Z Z Z Z Z Z Z Z Z (/) N Z Z Z Z Z
W Z (I) ZZNNZZZZZZZZZZNNNNN _ _ -
Z_ 1 _ _
D - NMdCO (OP000 - N M dcow P 00O - NMdif7 c0 P 000 Nn400s000 NM dCOwscomo sin40 0P000 NMdu) (OP000 - NMdCOCOP000 -INMdCOt0P0OO - NMdCOoscom0 - NMdCOt0P000 NMdIn (OPCO00 NMdtoos
N M dCO (OP000 MM'MMMM M M Mdd dddd d d d dCO 0 ococno000000t0t0000o101DPhPPPPPPPP 0m00000000000000000000k00000000 N , N000000000000ONo,INNONpONoin ,, O00000m0mm0000ado00
N N N N N N N N N N M h h N N P P P P P P N P P NN P P N P N N P P P P P P P P N h P P P N N N P P P h P P P P P P N P P h N. P N P P P P N P N N P P N P P N N co 0010 co c0 0 0 co co co CO
P P P P P P P P h h P P P P P P P P P J J J J J J J J J J J J JJ J J J J J J J J J J J J J J J J J _i J J J J J J J J J J J J J .J J J J J J J J J J J J J J J J J J J J J J J _ Ji_ J J J J J J J J J J J J J J J J J J -J J J J J J J J J _ J J J J J J J J J J J J J J J J J J
J J J J J J J J J J J J J J J J J J J
CO -0 Np 0 iT 4 O n to - O 0 ,. ") r O * N N') N o iD N N NO rMadD c0O N Lr) a00 N (00 °0) (O IV CD P1 O 0 - O O 0 P 00) OODD t0O COd M CO CV et t00 O 0 c0 O 0 O Oh In M M O 00 tN d 0 Co) ron 0 n O. O et h 111 o n N t0 O c0 nn CV CV CV O O et O O Ch) N t00 K n (CY 00 c00 W d In 0' N P c00 CO O W N M N. h O CI * N. N N O 0 N N O N 0 CV O * M O 1M O M 4. 0 0 N 0 * O N d
In i)0 CO a0 CO CO ID � �' .
4 O O M ' O O CO CO O M o - d O M 10 N d 4 - O o r- d N. O N. 0 Cn N I� pppp ri^ ( ,0 ,o ) * no .,tr'to .4- s).000tf) * * i0 * * u•) d d OO * F MMCOddFO* * Mu) * COP - NOettooUN•) * 10Os1 MM * N * dNN4dOdro•) dM° Ot') rp) NdO. NM tS * (O0coc0 (ON ( cOdIf) LINO * Nup) NO') MP') * .- N * N (0du): * rd) * M * * * M * F')* F) * NdM ►) r) 4N) M (rp) NO) MP) NMcOO ►') c0O * * NI) FM) MN d 4
C I
° WWwwwww3Ww3wwww3333ww33 _w333333www 'wLLWwwww33w3w3ww333w33333w3 _w333ww333333333333333333333333333 .33333333333333 . UWw33333333ULLWww33333333www
° - e e s t e * a s _ t = ' c = = t c = s : * t = = t t ' _ * c`c• (O `r o m m rn ip * t d = � t fn h a.*' * I� tp t M O * r� c0 id• * N NCO to 0 c, c0 t (O O M * iM a c0 Ip N M cp 0 en O t O) CD cf) c0t 1D N O ed r� c0 O CO O (0 Q) O 10 0 cf) 1- CO * a t^ 20
>^ 0 d• P O O P ►n * e s t''1 e f Uri t N a0
" O) = O 0 0 M 0 P d (ONO - O d In O M p d CO c0 10 - N - d O f -' - N d d - N - M M u) o - d 0 1'•) d d to Oppp
w dN - MNMMdN ") N � O :- - dMCO �- dN - - COMCO M M * r) :- .-.‘'I - d CO O • M - MMOdO - Or) ^ :� !') - OMCOM � !"') Otod - M7COO - OdM �- NdddOd (") NCO !pp') �' - ?") ;^ MOMu) MNdCOO - MMrMrOnON !Ou) ON :- ddu) p dM - 00rOd u7 d N
.J - M 0 1') P - iT to n o t0 - d O d O P N N CV N P P :t P d 0 tp Od0 11 7 P :_ r M n t0 N N N 0 P N E p CO N M r CO Q d iO u) r O o � nn O P S') O P O � N p io P ►, ;n M r,'r N 7t 7t 7t (,°n) to Nl ,r d fV P N P ,r r P Nl . 1•n ;O T to M r tnn r .n r p r 1 N'r � O M ttoo t0 ,p r N o o p inn “,i ,-- N ;� M
lip
m . ro • r P Q d M M O N ;n co m .n CO r P r o r 0 0 0 s O P d 4 - , u- s pp N N 'n 4 - - - ,— -. 0 4 - t• O 4 N O c, m co , o m -- - 4 O P 0 c0 0 0 0 N d 10 O O O CO d d O CO P N cO p(op o n sl o co s to b) d O d CO N 0 M O d 0 (0 M t0 M O c0 - M i 0'o O N M N o o p l� - � M - CO P . tO CO O tO
Q (!) V) Z Z Z Z Z Z Z Z ZZZ Z Z (/) ZZZZZZ Z Z Z Z Z Z Z Z Z -Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZZZZZ Z Z Z Z ZI Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z_Z N Z W N W N W N VO) N Z N (n (o/) t0 N N M N N (M/) Z U0 N N N N Z Z V/) Z Z Z Z Z Z h 0 u) CO 0 CO O Z Z N Z Z Z Z Z Z Z Z Z Z Z Z Z
O M o o N N O 0 M N N CO 0 0 O P _ !
P (O O O M d 0 0 p d o
W N Z N N N N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z
Z
J tOc0P000 NMdcntDP000 NMdCOtpPO00 � NMdCO (OPd00 - NMdtptpPc000NNMdCOt0P000MNMdCOt0P0OQ � NMdCO �p OONNMdtot0P0000NMdCOt0P000 ^ NMdCO'1OP(OOO � NMdCOt0P0O'O � NMdCOc0P000pNM dCOcO P OOO
P P P P P CO m o 0 0 0 o 0 o 0 0 0 0 0 0 0 m m m m O O O O O Q O C O o N N N N N N N N N M o 0 0 0 0 0 0 0 0 o d d d d d 4 d CO o 0 to 0 0 0 0 0 (0 o o w o w w w w P P P P P P P P P 0 0 0 0 CO 0 m 0 0 0 O O O O O O O O O 0 0 0 0 0 0 0 0
CO CO lf•) 1f) to o 0 0 0 0 l0 0 0 o 0 0 0 o 0 o u•) CO CO CO in o (O w o o o o c0 ut0 t0 J V o (JO w J (JO 00 (JO o tJ0 o w o o o J (JD 1J0 o J J J J J J J J J J S o o (JO (JO 1JO o o o o 0 (JD (JO (JD 1J0 00 1JO J w t-0 O 1J0 o o o (JD o cco 1Jp (JO o t0 c0 10 c0 c0 _1 w o w o (O o w o o o o o o'o,o w o o o w o o P P P P P P P P P P P h
J J J J J J -1 ) J J J J J J J J -J J J J J J J J J J J J J J J J J J J J I J J - _, J J J J J J J J -J ) J J J J J J J J J J J J J J J J J J J J _ J J J
1
io O iO tO ' CO i'I i)p P i'7 O CO io O 0 CT (O in 0 i t\ CO O O N cO - N CO N 0 0 0 d O 1O r) ap 0 CO Nn O * N CO i`•) N if) t\ N * Nf) M 0 0 0 0 0 O M (0 0 t0 O 'p) O P N'n) * IN i') 0 (N O d N 1. O c0 ) 01 N 0 0 M N d CO 0 f` d 0 c0 0 1- O 1- N7 O N c0 t0 10 t\
iO c0 rn N i`) c0 (O 1• i0 N CO - tp - N O P O - - tp O N cO M CO N 0 t 0 d 0 t!) m (0 \ - M O - d N M tO O N O 0 d c0 t!) P CO O N P P O P - M CO CO N CO N O d CO N d M 0 r t0 (!) d N 0 CO O M M O t0 P p - d O 0 P u) N P O P d d P O d tf) O tO (V M O N CO 0 O O d O O N d M O tp
N M O O CO O d 0 0 CO co M - P d c0 e Pi O o � NO O ri Pi ri ui CO 0M csi °° 05 n0 05 N c ui r.Z o Ndp p * o oo � � p r. dtn � dt00oO
eu^ COdNdMdMMMMMnMMMd4MdNMMh4NdNdNMn4NMM 0N0c0MnNtN0M � dt0nNNNN00uun00 (0c00puMo0g44N4Nm4MMpuponMoo * PcOpoMtoulN unDMou c0nnM p0dc000c0N4
C 3 3 3 3 3 3 w 3 w w w w w 3 w w w W 3 3 3 3 3 w W w 3 3 w w w w w w w w w w w w w w 3 3 3 w w w w w 3 3 3 3 w w w W w w w w 3 w w 3 3 3 3 3 3 3 3 3 3 3 3 w w w w w w w w w 3 3 3 3 w w w w w w 3 3 3 w w w w w
ow w 3 3 w 3 3 3 W w 3 3 3 3 3 3 3 3 3 3 3 3 3 a t e a e a a a e a e e t t a : e : e e a a 2 f e t a e e e s e * a_ s e a its : a a e f e a a t e e f a e a a c e t a t t a e t a a a a f e t * e * s * * x 3 e t
2r, L * t x = t * e t s * t t s s e t t t * * 2 t *Pry N CO o ^ O CO uo M t(O Cn t0 CO '' CO d CO M N 1� r. N N d * CO 0 co CO t0 O 0 CO N O N O p P 1n O P 0 M nt N M O M M O 0 1() uo n M lO 0 (0 10 - 0 t0 P 0 P t0 0 M O c0 d 1n 0 N d P CO O co Mtn P d 0 P M M'N P 0 0 0 0 (0 O N P
CONON - ONO0000Pc00000 - (O0t0 N ON N NN ONMtnO .t (N drnNtn * O - O dN MMON - - d COOCOdCOCOOMONNMdNCOdOM - NMOMNF) N - d1l) OsnC - - N - O - NMCOCOMN - O (0N O - - CON
p - M d u) v) u) O M - M M -:t d cV '•)'r- !n to tO M O d 0 M M - -
J - - d M 0 N M M O M d d M d 0 0 n N O CO O r _ Up is) _ ri 03 N 10 O CO CT ' N O ' (O - Q N d .r1 .1 0 1, c0 CO CO O NCO - d P 0 in CV N O d in f` N 0 0 0 et in M N f\ tO 0 0 O CO O o o ' i7) t0 ' O M P
c007t. p00cY0l 0nssia0NNOtor r r dd M N In O NO T Nrr) NU ;nPcn r r • • • - � N N r- r) IP1ioNd ;� PNP :trr) :0 .1NtoPN :tNSp ;nP • rPrMQN • •t •O •OsO10oM7tC`I •n •nN •MNtf) r •MNCOdN •Mrrrr_ :ninPMIntorrr,PM � V- P1•fPN � � P� V. rinPin7tCO d ;h ;� n `r° .nPP
m O r .r r oCON ,Or .pMNNMOr rr PNOOMtn dN W Pd OONNOM MNMo0tn00 dPu) PPOdCON00t0N tOMOM 0PO0M0 0d60d d00ddPMho0Pd0 - OMO M00 - 0d Pm 4 N 4e0W d (00
< O tO M •N M O N O d N up N d O 0 0 N t0 0 M (O ^ (O N tO 0 0 (O tO N td P P O d - N P cO P P CO CO t0 (0 CO tp O M rD - d 0 M o M O N N N N P 0 CO N) tt) N - M N M N d t0 CO CO CO P t0 P P P t0 O o d P (O t0 d u7 0 d - N o N N M N O cf)
w N N (Mn (dj) N O V) N N (0n N 0 Z Z Z (0 N N N N N (n (!) U) NOON N ( (n V)�Gtd/) O Z Z Z Z Z Z Z (oJ) N N N N N (O N (d/) 0 O N N N N N Z Z Z Z Z N Z Z Z Z Z Z Z Z Z N N N N N N N 0 N N N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZZZZZ Z Z c N Z Z Z Z Z Z Z Z Z Z ZZZ Z o o o 0 N N N N N N o
M O a d d o � p N ii o [ 00O COoOOO 'NNN N N O d O oP o0 T N � pJ O 0 0 0 00 - N M d 1n 0 P c0 O N N N N M N nj d P N y- * * Y- v � * * pJ J O o o l 0 N N NNNNNNN M ) rnMMMOd * n0Nopnootoou) (0cDOOD (00P N
Nddddd � COnnt � O (n0 0t0tD (OOo NNP O000O0 (pc0OCOOC00000000O
JJJJ JJJ Jd ) JJJJJJJJJJJJJJJ1JJJJJJJJJCOJJJJJJJJJJJJJJ JJJJJJJJJJ ) JJJJJJJJJJ
J J J _I _4J - ) JJJJJJJJ _ -) JJJJJ _JJJ JJJ JJJJJJ -JJ
JJJJJJJJJJJJ - JJJJ J J J'up
t` i0 7,0 O co r- 'N n in O t• O A in O A co O co O O 0 10 -N d CVCO CVCO CI) M M CO 0 d O 0) In O 0 ill u) t0 i0 d No ) 0 c0 P CO N 0 NCO 1() O N 10 0 d (O d h tp :t 4 M N N 1\ 7.1 n 00 * C P O P d 10 if°) 0 P P Up CO O :- * 4 N P o 10 n CO M IN P N :- O t0 O O d t\ N• O P P M O P (O N cO
- - 0 M o O - - - - N iO o - 0 0 - o 0 d M N o to M d - - N N tD COO d 0
N M m - O M P P M 0 (O O M (O (0 N N CO - N O u) O M O h 1� N -fff �' • - O M M P CO d M N O N ! ) N M M ' o N CO CO P M N 0 0 P c0 M N N c0 d O O d M M O N d 0 O 0 4 N P M - c0 d d O P N d c0 O ' 0 N N CO O O 0 d P
1D CO CO O M O ' M O O N CO O M d rn P M O : (O M O cc; P t A ui P n +4�I(N 'd' 4 0 CD O• •P CO •d u°) O cn O (O• N M •m ( 0 0 CO P P M o d P P CO cO O O O d M d d - d 0 0 CO O . ._ cn _ D d CO M N O P 0 N c0 N O 6 0 6 Nt d 06 O O M Ni O ui M cO P 0 O 1n P O P P N d O m d Crs N Q P O 4 O N cO
, F4• to rn N M M d V. P M M d N M d M M M M M d 10 O M N N +') N d d O N MIN d M N M M N M M M M d M tf') N M d d M N (0 M M M d M N M in CO d In N d M M d M N d N CO N (O - d d M M CO c0 d u) t ) 4 o tO M M M M d st co" N M c0 ill to N N M M M M d - - - N N N N N M M M d N M d M M N 4,. d M M d d N
c — 3 w 3 3 w w w 3 3 3 3 3 3 3 3 3 3 3 w w W w W w 3 W ( I 3 w w 3 3 w w w w 3 3 3 3 3 3 3 w w w w w w w w 3 3
W W W W W W W W W W 3 W W W W W W W 3 3 3 3 3 W w w W IW 41 3 3 3 3 3 3 W W W W W W W W W W W W W W W W W W W W W w W W W W W W W W W W W W W W W W W W W W W e * * * a c t s * t t * t t a a a t e * * t * a * e * _ * * a c t * t e t a a e e * * t e * e t e e s
vW W 3 a t s * t e * = e s * 3 s e t t t * t i s = t a a t t t a a t e e t a a s t e t t t x i c x * : e c e e e t t e = * e a e c e e e f s t e e e e e e CD- pppOMPPOOOPOOMON000NN Od1O O nr') toMOOIA„',4 6 - 0 .- NCO dM0 Q NN d O Nr0•) cOONdN0000s1 = 000 d N d * Ot Cn ooMNONON00 * - - MOrV 11ul0r4P .- 00040No n - cor') rCOnd (pntop - nNM � dNMNM � N ,t 0ON � � t1i - ON � � NNrn m 00
w !n d Mdd OMM - NNONp - ONO - -cri t• r+): PNcON lo10 CD. NON INP Cn d O d - - OCOCOCO -co N OOM - if) P (OM - - N Md - O dNCOioO NdOCDMOMOCONP4CO MPNh MU1P01000dOdr` COON0PP01, - dd00cr, M 117, 1` 10I'• Inio .)
m CCOONoNCV Oton uo7 O1CO0U nt 0 ct O MrP :`) :o tO M O O N alre), G0r cq V) F n's) V) V) r r) FT P O r) P ;n r rNr ;n r) Nr 7/ r ;nr ;r M ;r N 7P N P r) 7tr 5N V/ 7t 77N PNN . . c) r IQ
rrr N d 7 r . PP r rPr NPP ;nP 7t n ;n •t ;nd Orr.' F" M
Q i0 - P if) On rn C) i`) O N M OO N in P P M O O N) O P O N - ._ N i n C'O t0 d C 0 (0 (O N - (0 t0 - u) CON d 0 co - CO N N to 6 N M tO 0 0 (D O N ttpp P h O P (O M rn) N N 0 N N O'(0 ...r-
n P 0 (O O 0 M 0 P 0 d P O ip - 0 0 d N 1n et it I- M 1D O M 0 io I.. O N tp M M d cp N t0 0 1'n O N (O O O
1 . no - NN N00MNN OM MN N (O tD 'tC'Nt0cO000pd0NP d co en rn N cDCOc000 dCOu) COOCOtO (O o et0 CO u) tOP00d0h dN dMMNO0 MO - Od• dM (0000toPtotoOIP ddd ONOMtoMd00MNcp (DMd (n0M00c0tp co0PcOPCOO d
W Z N Z Z Z Z Z N Z Z N N N (0/) - O N N N N (/) N N N V1 V) N G N o zit) (n N N Z`N o N Z Z Z Z Z o o Z o Z o Z Z Z Z ZZZZ Z Z Z Z Z Z Z Z o Z N N co N Z Z Z N N N N N'N N N V) N N N N (/) N N N N Z N (/) (n (0 N N Z V) N N N N (/) N N (/) N N f0 N N N N N N N N N N N V) V) V7 NI Z Z Z Z Z Z Z
Z
J N M d U) t0 P CO 0 0 - N M d lf) tD P 00 0 0 - N M d CO c0 P tD 0 0 N M t CO t0 P CO 0 0 - N M d CO CO P CO Cl O - N M * CO c0 P CO 0 0 - N M d 1p CO P CO 0 0 - N M d CO CO P CO 0 0 - NMd CO CO P 0 0 Q - N M d CO CO P 0 0 0 - N p M o 400 CO P O p O O - N M d CO CO P CO 0 0 - N M * N N P 0 O O - N nr*O
d CO CO P
000000000 MrnMMMrnMMrnrnMrNrnrnrN) rN') rN') MIIr' •i) r) cp••)) M4Mrr) Mre)) rM°) rd7r') Mrd) rd') rd) r) rd) rd7 in � MNO .1 .1rr) rrjrt%jrr) ro) Mronron ronro) ronronronM rhMMnMMMrP) MrjOrr) r) OnrrnnOM OMM (Vn ('') (0') OMrnrnnrrnnrnnMn * nret d et dete d' d dddd dddd detd d NN � � d d
J J J J J J J J J J J J J J J J J J J�J J J J.J_ J J J J J J J_J ) J J J ) J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J F J J J J J J J J J _J J J J J J J J J J J J J J J _ J J J J J J J J J J J J .J J J J J J J J J J J J J J J J J J
rn rn r+) rn M rn) M M M 1 1
-•1 ) J J J J J J J J � -
_ CO - ' — t0 - - - '• Oif: TirTONcV m- Nc 0c0ONONOcO 00lo0 4Olo cs4 - I •- OOM * � NOONnNM � AOowCONMdN IMn - rn'OPtN• NOv- ONO - M0 .- 0MN d - ddnocomoOM (OaDtO � mtDcpNN � OtOOu) tnPmCO0NOQ0
CO O O o 0 0 O CO m N N O CO O N co O N• .
(, O - O CO CO tO N P O d P m CO P M 0 0 O t0 - M m M P - (pl N Q) M tf) 1C' O G 0 0 O tD d tO N C� tf) l0 CO 0 0 N d M O tf•) P O tO t0'N - P CO;0,tp d P M d d P M d N 0 �p pp ui- - -
Z - r+jp N (p • N ui N ( � tf> OOOOOn (NOPd M1'') * Nff1 - - --.1 , NNN - NNOMF"M) NNrn NrFr) M * tn (nro') * F) U)) ro) d�I -rr Od d Inr0) u) * LI)) vm) FM) * r'') , N * u) M „:„. 4„„„nn .. NM * NF) drn * COgOM - Nro) * MOMS NOMdrpnFM) ro) CMOU) r) OMNNMMO) d r) COC ** OM (0MNM NMrr) dN
J d to P N d N N N N M N N M N M N N N N tD d M
W 3 w w wwww33wwwW3WWWWww, , Lu wwwwr(.�W ( s W3wwwwwW (, wwww33333333333333w3wwwwww33333w .J „ " wwwwwwwwwwiww3333333333333wwwwwwwwww333333 33
J W 3 3 * W .00 W a 3 3 (.) a e t a c e s *d io tD N =,t a 01 o * N a N O)-i0 M O N M O o to O (V p d q) M t u) d 0 0 I� ado O N o N O O N 0 u) N N N a t0 O d IM h *n n N N p CO d 2 e 13 e = t = e c e a 14
e la
t '4
e t t a t t e n t_ ^ to
a e e ....
* a 20
IN)
t f a f '4
e e e t a s IN
e e * t t 3 'co
e
_ MCOCOd1f) ONCOdCOIf) OOd - PCOMM N 0u) dd - * NCOMOr) 0c0d0M0d0 'ttNcO - dtpc0000O
m C) 10
- 10 N to d d (`) io co O P (0 CO rn - I CO N - p CO - d - M d (0 - O u) N - M N M M u) M <n N d NMd - N M CO d - - N CO CO M M M tp d M d CO d N N CO d !0 ip d d M O COCOON - tp N O CO NI d O O d d - M M O d M d - N M - u) d M N d :t 0 C
Q Z_ d p NNdM - tOO - MNOCO dO d dM - •� rn: Ow1r _ _ !!',,�f
APP
. c7 - Cn Ct CTiCV CV ih N :- :- � O O' O N in O N i'') pp CV 0 P .- d O 10 if') O - No (O C) CV P M M 't 0 ICI- 00 M d to O N� CO � CO.- O f h - No � ip � :t d � O O O N N Oin 0 �l5�-) V (O g��
~ 0' tON (V - Od � Oj � dNdMdOMOd ojMMOOTNuO') ;prH ;'i;n/'anrOr � NNNNNdr .pypptoN ;n ;nN ;nOu') r ;!') PPMtnN ;nN nrNO OWN ;nO �' r .pdd4p ;nMNr ;LPN ;�nPr � t ;nMd ,O ;p (VrNPP ;n ;nr ;n ;n NO ;n ;n rrN ;n ;n ;n � NN ;n � Ou) tnd
Q d N ;n 1n N • P • `I _ _
fti O N P N M O d O N P P N d P Cn m N p 1f) - - CO 1T to (. P - 0 0 M 0 (0 00 0 tD P O CO OO d P N d N M d ^ - (O P 00 O (O (O N O O O N O m p 1p t0 c0 O O CO N On N (0 CO t0 i0 1p d M cD N c0 t0 I
Z (+) NOOP dht0 OONd - - iON OtoO �n O) PNCa01D OOdCO - pdNO _ Op
- O7 us zm000ztp00 - OzPM toM - - NNZM (• ZZZVA / (I) ON � (/) NV) ZZZ6!) Z ZZZZZP (I) (I) ZNNOd - dtf) ZONDZN ((I) ZZZZ ZZ ZZ VV) N (on (o0ZZZ ZZZZ (n � ONNNZZZZZZZZZ Z ZtZNZ ((/) NZVo) VS (o/) ZZZZZZZ V (OOZZZV) dN g ( 0 .%'�.r
CO (,p, 0 0 O P O O NNN Z Z Z Z Z Z * Z Z Z Z
J (/) N Z ZZZ Z Z Z ZZZ Z Z N N N N N N Z Z ZZZZ Z Z - I
CO (0 P 0 0 0 •' N M d CO D P 0 0 0 - M tp c0 P O I O I O N M d A Cry D 0 0 0 0 0 0 O O O O Q N M d tp c0 P 0 0 N (y N N N N N N N N N r') 1M1��II M M �M)) M M MO �) d �(dyV ((��V d ((d��JJ Od I(IV)) (O'to (y)(� tp u) 1p CO t0O (Op c0 o t0 (((D�V (O t0 (O (O (ttyyO (O N h C(N�- P Id• n N ( mo
N
(V (N�yUJ N 0 CO 0 0 N CO 0 0 (m (COO 0 0 O O t oy O O O O 00) O O �.I (/ �3 1 1, f 5 1�^' � r J� 7
_ .� .- � -- N N N N N N N N N.N (V J J J J J J J J J J •J J J 1 J J J J J J J J J J J J J J J J J J J J J J J J J J J-J J J J J J J J J J J J J J J J J J J J J J J J J -1 ) J J J J J J J J J J J J J J J J J J NORTH p CA€�OLI A r' t't'' ,PSFN I AL
Z (O 10 0 (O c0 P h P P P P P P P P 0 0 0 0 ,0 0 m m co m 0 0 O A
J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJJJJJIJ ) J J J J J J JlJ J J J
MANAGEMENT COMM•;s"' ,'N
DIVISION OF WATER QUAL TY

(J s z
/yfri/Y 2 O
SKETCH NOT TO SCALE
AT w
1 w
SITE o
11.1 H E 1‘,,
W
1 z f
` Ir
C 1:111Z E E ..;_I.7".'J
C `, -t1%iiZ.-r,%‘
r., G
QUEENS CREED ROAD
coQ
cl
STEET VIAAQUEENS HAVEN ROAD ( NCSR 1576 ) )....
CL
CU Q.
1., z
xDW
O N 03
mQ �
U
oNsLOw COUNTY , � � _o7t. 4 o U
N . C .
c.
a)
It:P- 6 }Zi .R)
<C tLI o 0
US-24 _I In a_ (13
ru
/ --I 0 O 3
i- 7 U -
US-17, (n W z u
•)ETTEVILLE f'N
r•C�.LANDS
EL, IS
AIR'♦R0
JA•KSONVI \ ,i
r -�
_ }�wANs�oRo N :r�� Uarolina One-Call Center
BURe.AW bus CO\Tk\CTS ,. .w
US-17 uLoco
1''�' ` 800-632-4949
�s� Y RIDGE
QA,, CALL 48 NCS BEFORE DIGGING
— IN NORTH CAROLINA J
[ _ alI BEFORE you DIGI j
J"It ' s The Law" fx E O
I- 5 ; NGTON DEVELOPER STORMWATER L.... � -'
NORTHERN INVESTORS GROUP, NCDENR 0 a c°
LLC. DIVISION OF WATER QUALITY co ct w co
N.C. 28405 X •
BILL TREWEEK WILMINGTON, UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS PROJECT. 0 O 0
737 CHADWICK SHORES DRIVE 127 NORTH CARDINAL DRIVE LOCATIONS SHOWN FOP. EXISTING UTILITIES ARE APPROXIMATE AND OTHER 0 w u Z
us-17 SNEADS FERRY, NC 28460 (910) 796-7303 UTILITIES MAY EXIST IN 7HE VICINITY OF THIS PROJECT WHICH ARE NOT SHOWN WO > Y c
(910) 265-8350 ON THESE PLANS. o z U o
Lu M
(910) 577-0037 FAX PRIOR TO EXCAVATION,MNTRACTOR SHALL PROVIDE PROPER NOTICECC CC a T OALL <C W co
ENGINEER DRIVEWAY PERMIT UTILITY COMPANIES IN (OMPLIANCE WITH THE UNDERGROUND DAMAGE 0.. _ = p N
U I (� I �"'Y �,� STILLWATER ENGINEERING, INC. NCDOTw PREVENTION ACT OF 195. W I- 0�E�T �y r USC, pC ©.. f�- LJ O
NIC�I�OLAS K. SHENARD, PE DISTRICT ENGINEER CONTRACTOR IS RESPC SIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL z j
13471-A US NWY 17 WILMINGTON N HIGHWAY UTILITIES AND REPORTIIG ANY DEVIATION TO PLANS OR POTENTIAL CONFLICTS
HAMPSTEAD, NC 284432 TO THE ENGINEER PRIOR TO CONSTRUCTION. i
(910) 270-9889 JACKSONVILLE, NC 28540
(910) 346-2040 CONTRACTOR SHALL B _IABLE FOR ALL LEGAL ACTIONS RESULTING FROM
(910) 270-9889 FAX CONSTRUCTION IN THE fICINITY OF THIS PROJECT AND BY ACCEPTING THESE
PLANS AGREES TO HOLE' HARMLESS THE ENGINEER AND OWNER FROM CLAIMS W
SURVEYOR SOIL SCIENTIST OR DAMAGES RESU1 T 1W3 FROM THIS WORK. 1.11
fX
�-es �_95 �,S_,7 DENNIS L. MANNING HAYWOOD PITTMAN II
C.)
1-77 493 COSTON ROAD 1073-I GRFGORY FORK ROAD
CO
421 RIGHLANDS, NC 28574 RICHLANDS, NC 28574 INDEX :
, : Z
(910) 324-1447
(910) 340-0833 DRAWING 1!�,�,�_, x,
LLI
WINSTON-SALEM (910) 324-1447 FAX
1-40P '� • WATER C-I COVER SI-EET Q
EENseo • EIGN EROSION CONTROL ONWASA C-2 OVERALL STREET ? PRELIMINARY I-IOUSE/SEPTIC LAYOUT i <.
C-3 OVERALL STORM ATE1R/EROSION/WETLANDS PLAN F'- 0
I' NCDENR PHIL PERSIANI C-4 OVERALL !�.�E LIMl�.�RY LOT LAYOUT PLAN <� CL�
AS VILLE \ ORT — ARC \ LAND QUALITY SECTION 228 GEORGETOWN ROAD C-5 STORMWATER, EROSION CONTROL E GRADING PLAN
127 NORTH CARDINAL DRIVE C 6 STORMWATER, EROSION CONTROL E GRADING PLAN RECEIVED 0
if , .•
�s-17 JACKSONVILLE, �,� 28541 C-7 STORMWATER, ` ^SIGN CONTROL E GRADING PLAN A�JCa 1:71C--6-'Crt
ZILLE
C, LOTTE ;18pt YETTEV E us 24 WILMINGTON, N.C. 28405 (910) 455-0722 0-8 sTORMWAT , Er )S1ON CONTROL E GRADING PLA W <C Q!i � _ SWAN ORO (910) 796-7230 C-9 STORMWATER, EP)SION CONTROL 6 GRADING PLAN BY: WU0 - W _.J = 0
I77 ,5-17 _� C-l0 STORMWATER, E DSON CONTROL E GRADING PLANC-I1 STORMWATER, EROSION CONTROL E GRADING PLAN I - Z C-12 PLAN E PROFILE NVERNESS DR., SOUTNERLAND CT. E MORAYCT. � � I 0
1-9 INGTON \---- -11 -i3 PLAN E PROFILE I-IIG',LANDER DR. STA 0+00 TO 12+001-4
�, W W (1
/ C-14 PLAN E PROFILE 4GI"ILANDER DR. STA 12+00 TO 24+00 0 i D Z
v C-I5 PLAN E PROFILE I-IIGHLANDER DR. STA 24+00 TO 37+00 ,a Q 0
US-17
1/6
/e C-16 PLAN E PROFILE 1-11G' ANDER DR. STA 37+00 TO 49+00 J
\ C-17 PLAN E PROFILE -4IGPLANDER DR. STA 49+00 TO 61+00
C-18 PLAN E PROFILE NIG4LANDER DR. STA 6,1+00 TO 73+00 /PROJECT# SHEET 1
C-19 PLAN E PROFILE :�IGI-LANDER DR. STA E-06-79
,S+00 -i 0 END E KINROFF DR.
-20 PLAN E P:GCi ILE ABERDINESI-LIRE CT. APPROVED DATE
8-1-07
STAT VICI\ITY VAR A�� C-21 STORI4�WATER EROSION CONTROL DETAILS C iim 1
C-22 STORMWATERpSION CONTROL DETAILS NORTH CAROLINA ENVIRONMENT;` SCALE
MANAGEMENT COMMISSION SHOWN
DIVISION OF WATER QUALITY RAW BY of 22 J

_ GENERAL NOTES 1
1111111.
y .y
y I \y y y
y y Li: yvs _v v y y y ,v y v s' y v y �"+ �_y y y a PHASE LINE i*`"' *' STLEBURY bUBDIVISION I. PLANS PREPARED BY NICHOLAS K. SHEPARD, PE
y Y y y „ ti . _ PHASE; II
y y y y y y a y y a` I' ~I 'PB 34 PG 179 WITH STILL.WATER ENGIEERING, INC.
y y y i / 2. LAYOUT INFORMATION IS BASED ON TOPOGRAPHIC SURVEY BY
y „ y y y y v v y y y y a` y v y y y A 3C I /
y v y y Y y y Y y y y j' I 31 ( / MAIN STREET SERVICES PLLC, LAST REVISED FEBRUARY 19, 2007
s y y y y e v y a y y Y y Y y y y y # j ;` 'r %:1 3� 3: ' �t
ALONG WITH ADDITIONAL SURVEY INFORMATION PROVIDED BY DENNIS
y y B I I L. MANNING. Z
y k a y y y _ _ 3. THIS LAYOUT PLAN IS PRELIMINARY AND NOT INTENDED FOR O
y a s. y Y v (�
y y y\\ - y y y y y y y y u y Y y ��' y, Y `�/ 06 RECORDATION, CONVEYANCE OR SALES. THIS IS NOT A SURVEY OF U)
s' ar „ ,y y .v y `v " y :v y ,.y \\ ,� a....- -iY .__ ; ( 1 0 ANY KIND.
Y y y Y y v y 0% ! I / / LJ
< 0 4. HOUSES, DRIVES AND SEPTIC AREAS ARE SHOWN FOR W P HASF Y *,,,,, .
y v / / r ♦ �� _ REFERENCE ONLY. LOT OWNER SHALL VERIFY ALL REQUIRED
v y y y v y y Y I v '� f �ic__:,,;i4.4:1,
% / ! : '6 MONSETBACKS,
Y y, y y Y y y Y I �` ;' ,� � / / y / �} \\ ACE 5. DRIVEWAYS AND CULVERTS SHALL BE CONSTRUCTED IN
r Y y y y a y v I I $ /y v % v. y SE TIC
,; Y t' l y 4)::
/ y , y Y ! �' \LL2 D ACCORDANCE WITH NCDOT DRIVEWAY PERMIT.
.y s, -V % '�' i y y
COMM I� y y y y y y x y I fo '�-/` y l <fy► \ ` 6. LAND USE SHALL BE SINGLE FAMILY LOW-DENSITY WITH A
SP CE y y y Y L y y y \\1 y % I IY \ �t'',t'' ;' �� y y v y y y y y y ��. \, MAXIMUM OF I HOME PER LOT.
s' y
( l 7. FINISHED FLOOR ELEVATIONS (FFE) MAY VARY DUE TO ELEVATION J
,.` .,},. 4 y y ``\ .-t, �. .. I j .,./ j/ ,/ y y 1 .\: y a ` ` ,✓" - r
EPTIC y • y /::'�" Y y \ y y t ..,\ \ OF NATURAL GRADE AND TYPE OF CONSTRUCTION.REA F y y' y Y l ` \ //` I I, I y i j/ y y Y y p H,� Ef . I y Y /// v ,, �\
`' ` I" 1..........111111141VI y I -Y / y Y y y / / ,. \, % s 8. LOTS WILL USE INDIVIDUAL SEPTIC TANKS (OR OTHER ON-SITE
, n`-47-.< y y y \ -_..t � l s y ( y ,� y y y y y v r \ +
. y Y \ ,� / Y L.- ,.1/ y y y 4' I ' ®tfy \ . ' SYSTEM) AND WATER IS TO BE SUPPLIED BY ONWASA. �,i<�������,►,,
i
I 9. GRADING ON INDIVIDUAL LOTS SHALL BE KEPT TO A MINIMUM. e�'�'� 7440 0���`�•
y 0 y S.
SEPTI _ „ �`� I I �.-i 1� \ y y Y y y! ,, 8` ''► \ t % / / 10. NO SLOPES SHALL BE GRADED STEEPER THAN 3H:IV. ,'?'
,y y REA E 1 ;~-- "---%''• ;,�\ 1, ` '�-._.r._.�r y . :\ '� y ,y `v y '� +`Q-� 1r IL QUANTI-IlES, PIPE LENGTHS, ETC. ARE PROVIDED FOR REFERENCE. �`�. �' ty/,)
" y y y y j OM ON „ — ��� \\ y ,\ '� `.o,,,✓"` • \\ ' v y y y , ' / IT IS OWIR/CONTRACTOR'S RESPONSIBILITY TO NOTIFY ENGINEER y�w
y \•\ `.;;,, �� •!l v y y y a y y �'+'+ IMMEDIATELY IF THERE ARE DISCREPANCIES BETWEEN THE PLANS = tr r.
�—.
SPA 1 t 6' ..._._' / \\ 0\
w Y ,� a \� ` % �,% \� \ ; y v v' y 3� \ '*3 '/ AND ACTUAL FIELD CONDITIONS SO THAT CORRECTIONS CAN BE :r�' N e.� "r,
y v A J/ /�
J! v \ , 11111
© Q ^� dr . y sr y J/ -V y •
y u __....._� r, �"t•A;11 U \ \ (" �.\ ".. Off/`
y y y s Y IJLI �/► ;' '°� \ m • \ . V MADE DUPING CONSTRUCTION, IF REQUIRED. ,�
y \ y
v y .y v ..,,.,1 J u ��- y yY .V �,v / tok--
�, �I/ b v y v - y yY v y y v \\,,,,, 111.11y �'� \ J y ..v s' y -t, y Q� 1 i� J
Ilk
v y y - - y y % re� v y y y a, v v V ` div /
y y y y y l y / M k' y Y 4 -Y „ \ +� �
y y s' y / 1 ,Y , .. -V y �: ,, k _f _ . . ROADWAY NOTES y yiu y Y
I� C
y y y 4 y V' y ` y y 111011110.‘
, •
' �/ )* \ Y y Y y y, k, Y ,
1 rr��VVV}}}
y Y y a \"- .yit
,` v �, ',, A.� k y y V s-
y " `� ' y s v \ •VC2, y y y v y Y „ v a' v \` 3 ERTS RIDER STREET TO BE REINFORCED CONCRETE PER NORTH
` I ALL CUl V
CO�0 =
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATIONS. N
Y
y •
y Y y y y v y ` �._`Y v y y' ! +� I y ;," !� .., rn �� ;(� u y y ° a y v s v v \
�l 1 2. ALL MINIMUM SIGHT DISTANCE TRIANGLES
y y y v + • C� , - \ Y Y '' ` NC ANGLES (S.D.T.) OF I 7 —
s y s y Y v pAO y �'� y y y v O X O SHALL BE
y y y y r t°— — �, �� s- �, ,y �■ -• s' v y v i \ ` MAINTAINED ALONG THE RIGHT-OF-WAY OF ALL INTERNAL INTERSECTIONS U
" y y_ y = — — ++/ i• �� IA (�• \ \ �" s 5 A ES-v y _ 1 AND AT QUEENS HAVEN ROAD. )- Ov
Y .�. �r a+
�-- -- ^� — \ \ y y v 3. DRIVEW.aY ENTRANCE AT QUEENS HAVEN ROAD SHALL BE TYPE FIGURE
/� = p (T c
—.yam — _.... - - y % L�. o•fF �\ , �. v —
,,��!rr \ V n� 4 IN ACC. '�?iuAh E WITH NCDOT SPECIFICATIONS. t
r- y y \ �JM� la ` ��{ r. a y y -v v Y 1 t'` .
- .y y J' y --�' \. ! �+., - :` 's..,' '°.Y'" d Y�' .• y`. \ Y Y ,�, -Y ,Y y .r I I
y � ..�' i.. ,. .� - �. MI,I S AND C I''v THE •5 /'`,
y y ♦. ' ���y, P5 II,'
y' 1, Y -V '; / I d 4 4. ALI ERu�L D ` ;ON ME T HODj SHALL iviEE I ��
y r.•a \' � c1 i y t l� J1K�J�.iI_v . \., d V y yv y y y r n • ;�t� .� yPe �y \\ y y y •y w y X REQUIREMt:v I S OF NCDOT. IT IS OWNER/CONTRACTOR'S RESPONSIBILITY TO O L!I N -'
y y. , ' `' \ v V y y w y y ,d ENSURE THAT ALL QUALITY CONTROL/QMS TESTING IS PERFORMED IN m Q (n
y ,, v y —__� ID Al y ( ► �. ■ * / ' y \ \'\ Y Y Y Y y y o: y y / oil
�` _\ ACCORDANCE WITH NCDOT SPECIFICATIONS. 1 0- ,•,, -)
y y y y y y y s �4► ���...� �' 2 /® • �:\ v, y y v v y v Y y I - A 5. ALL STREETS WITHIN DEVELOPMENT WILL REMAIN PRIVATE, HOWEVER 0-
y y y \ \`` ,,•�°.a k' •y y `"" I CONTRACTOR SHALL COORDINATE DRIVEWAY CONSTRUCTION AND INSPECTIONQ 0
t - = O\
�� _ , • b � v y y v v s / $ a WITH NCDOT. THERE ARE A TOTAL OF THREE DRIVEWAY CONNECTIONS TO
v s v y y •V
4/ --
.a/ v -v s y y �. /
y y yv Y ! y 1 Y +
y y y v y y y y y y y Y • O �" 1? \ l 1 � � y y y y s• v ,r rrw+"' G A
\ Z� \ NCDOT MAINTAINED ROADS.
Y y y y y y y " YCS 0 4 11, \ Y v y v' v , Air ! 6. PAVEMENT SECTION SHALL CONSIST OF MINIMUM 6" ABC STONE BASE (Vy y y y y v a' `1 \ ♦` y y y rr� 1 WITH MINIMUM I S SF9,5A ASPHALT SURFACE OVER SOIL SUBGRADE W Z W
.y .yy ,' r
y y y V y y y y y s y y y y y y y y v y \ \. ��EpgrM j \I, y! y v v a' v aC
,r z COMPACTED TO A MINIMUM OF 100`b STANDARD PROCTOR (AASHTO T-99) Q[ .1E71 co
I. ��. < y v y y f I /��/ � AAAYIKAI MA TIDY ttPnICITY CTnniG R/�CI= CUA I RP (`nAAPA(`TGfI Tr, lnna ~
S' y y y /_`_'----- \ f\ \ •JI"' •' .� �I y' �, .Y y .Y �+i -N., '1' 4 W O 2
y y y R �" V y y, 1
V
y (- 1
y y y y y \ \ y y, v y ."-- , 6 0-
y y v y y y y \ \ ' ao \ ,p, s y a` v s` (n ' —1 CV CU
y y �' \ PHASE,LINE y y y ; ;
y 'Y y
Y S Y 4' _..+ .►r-�.!' QUEENS CREEK
Y y ,�. MO
y y v y y y y r y v y v v y �/�
. .
y y y y h \ y y y y. — 70 HOME ESTATE
y \ ' t5
.- y y ,v LE
a y y (a6 i \ r L v v y v -4, .� L MOBILE
RE�ERENCiE. SEES
_.e � 5 Of) W �
PB 23 PG 42
s y y y y \ i Y y. y y' ���
v v y Fi \ ` ro y s: y y y r "� -r' PB 24 PG 65
\ y ",,, 1,F t�l
y y \ bA \ G \ y • yi ! +►J rn PB 24 PG 67
ti
y y \ \ \ 5 .��`� (� v a Y
„Y y y \ ,/ -� / PHA E �iR . �"' \. PB 32 6 ;/.
�� PG 18
\ 2 \ _ . — �� y PB 32 PG 176y /
R y y y /,
y y ' y \., \ \ S�N� i Y y y y v v v �� `� PB 32 PG 198 C �'
y
y \ i y y y \y _ VI, PG 114
J
y y •
\ �� \ ` \ I - y y v y y y , y v \� s \ - PG 114 \------ (rn� ` ,..
y \ v 223 Gr
s y ` (DC3 \ _ _ y v v y y " r ,, \ \ PB 38 PG 31 \ "
. \ �Jg \ \. - 1 1 € y -, v " .k ,, .y ( a -� PB 38 PG 119 - 4.
.y ` \ �� \ y ,v, ,•� y y ,!, .,v y \ ++ '.,...- — _ PS 39 PG 002 ",. -1 Tj
F .�.. V -S' 'y ,` .0 i
o \ 5 \ 1. I !1 y k, s v
�'' \ , 1 y . y y y a` r 1 ' , 1l7
\ , VANCE _ . . __ . _ y y y v Y y v , a -� O U
`� \'' PROPERTIES INC.
1a I y Y
\ �. DB 1437 PG 360 Q SO Y y y " ./ ,
y y y r "
y s f(r!S`� /„
LOT / y y y. y 1 t ��'
\ \ PB 10 PG 11, I e ._ . __ -_ y y 1,. y Y .. ,-,- .._\
w \y v yy �___..1; v v __ivii,_1111,10....
G 8 W\ " '\ \ !z 1II y y yy y y y y Y y
% __ �_�- _ - �:�- rn\ \ STEPHEN GAYNELL CRUE
�s \ p _ y y y y PARK DRIVE '� -- \ ' ~� �'i o
Y �-` `�� -. 1 Q, DB 2342 PG 842 0 a (°
a I a. y _•
•
•d-
/ .�. \v` \ Z 12 y y y .. y y J Y , A .y y (`�,i' /' '•"`.� t 1 CD
` �.v, 1 -�._ . (5) y '. (I J w
\ O { 7 I y %. f -k ` \ \ -ti W CV
_ — - y y __
J
\--
maPN\
I(\ 13 la y y , y Z
V
MIS V
r"' / -../„. \ (1)\ I, . , — . ---1%\ \ \---- — ...- - t:i \
y y v y v ��
\ y y Y y , p 1- - , ' JANE CHARLES WATKINS ]Ill �'
C` 10 rn` - 1 DB 1330 PG 189 �" Z U o
v
1 14 S, y y y y ✓ v y ,I I s y y y rn �y,
s y y y w v \0 t J l r * 1
/f♦,1 0 LLLO
y y y y y tor i� y y �1 4 �' — �y i. � � 1 — ' , ' W Z W
y y 1
4 y v 4`
1 I� y y s vr ,v ►:J y y rn ` t ; — - N N Q t
y y. y y . / y y Ny -V ' \ --\0 I f ® L�L LWL
y n It 2 1 -_- , y y y V y y �\ ^ya s ` - " — iri '• - I.._ r , N1I� „ y \ ., sy EL-u
LL W O
1 r SEPTIC y Y • ••,\`_ t,�� y m _ - _ 1; i JACKSOi J W. PROVOST, Z I� U)
17 AREA C .: y y y/ �J -e �_: 1 1 _'� �`� '�t# ` DB 1019 PG 727 1
LEGEND , \ \\\
y y, s 4 , ., - .__ _ - ` , ; 1 , , PB 18 PG 65
,_, ........ „ L.,. -- --\--
, \ _
--. Aii.i, .\
ir-7-,.-_,-, a
DIRECTION OF FLOW ' `/ -:,:_:..,, A. 4., N.... -,4 -,,,,„Iv \ - . T- „ , , - yc) 1
FFE XX.X' FINISHED FLOOR ELEVATION 1 comm
FINIS / PARK SPA _ — . '' _._i
—{xx� EXISTING CONTOUR • � i - -�
rl/LIP ROACH �.� \y\ - y \� /-- �� \ ��
CONTOUR / "L dd II P '- y \\ 47. y v r y' ` Q_ Ct
-. -- PROPOSED t0 w co r ,
Ti
i°'678 EXISTING SPOT ELEVATION W
if---:?: ��
' f""'- - ._�' y y. �' -S, .S, 3+ L y Y 3' \ ,' \ I .Y .y ! P ,� �' l�y y 8 . p V/ q 1'
HU
@ 36.64 PROPOSED SPOT ELEVATION
��� z 6a
I Ny s --v
y \ v ' \\\ y t.LC¢ ati y �) \( y y y
I� // / �, , y' �\ ` 1 y \ \\SEPTIC " �, �d y \� y y \ y •\\\
\' W L________________________i--'
�' f
0
ca) POWER POLE N ,.,; r 1 / t
A��`•� y v r A .,�f / \ sly y
y �A� \ \\\�\\, y y y / y, y y y \\y y �-
SILT FENCE r / i y \ N. MON /• � y y a
f. s'
NCE A / ` ¢ Q
CI
A \,�, y )-Y .
yj yy � y �G- LIMITS OF DISTURB / ; I y yYy. yy \`\ cI-
j \ a . \ C O
u ROCK CHECK DAM ! i `� t` _ yy yy ,� _ Q/ r I UJ
y v �:.. 1� vy / y y y \\rJ /' % v y y y \\\ ��- ' — ROADSIDE DITCH Y y y \. • y vyTEMPORARY DIVERSION DITCH (NOT USED) N t y °_x-y y S// ` y �V./ y y!' NO cE::CORD y - / y y/ ( NAL J. KINLAW, Jr. F GROUP ' , „ y / 4 7 4�� .Y Q C�CENTERLINE c�,ND i ;; GROUP y y� /, � � s _ �.. y y y w Q U
/ , DB 234b PG 939j EIGHT, LTD. y y Y / j j WJ z• DB 2350 EIGHT, LTD. y ,, y I /�a i [ ::,
\ y y y [�' _
Og LOT # >� ' PARNELL KINLAW GROUP, INC. GROUP EIGHT, LTD, . PG 142 i 11 DB 2538 J y , / ' I�� y y y y y y HURST LAW GROUP, INC. C/)
DB 2455 PG 596 / DB 2035 PG 891 I PG 952 y /�/ I y" E`= 4 y DB 1698 PG 862
ST#X \\\\\� SEDIMENT TRAP i i\ y y y / / ;` 1I y y —?-Th -v PB 8 PG 64 J I Z 0
HAL / 1/ ///, IW _!
— VEGETATIVE SWALE A-A, B-B, ETC. y y y y W W
KINLAW �, v y y y //�Y j y y y �, y y -v W = D z
S.D.T. 10 X70 SIGHT DISTANCE TRIANGLE DB 2035 �� / (''�
/y /'/ /.� y y I y y y y Q I-- V O
�G 894 / / 1
�s ICI::: LEVEL SPREADER 11 ! %.yy yy y y y` y yy my y
F , --- -// y y 11" y I �, PROJECT# SHEET
ovERALL sTEET \AIT_, EEIU A Y 0 S sEDT ,c, LAyoLTy y y E-06.79
y y 404/401 WETLANDS DELINEATED BY OT- ERS �,� y Y I }�2 o' _ _200' 400' boo' DATE
y 1 . / y �� 4 y 3 -
CALE ' 1" = 200 ' ''�--/ y y N
— y Y IN so IIIIIIIIMIIIIIIIIIIIIIIII $- -�7 0-2
F S /�j --- SCAL3E, I -ZOO' " SCALE
STANDING WATE ;i' y y � NORTH CAROLING EN E SHOWN
U IRONMEN 9 M_ DRAWN BY
MANAGEMENT COMMISSION �, INKS of 22einilIONFA )
TIh ,SiOk. OF WATER QUALITY iY

8' 0"FASTEN EACH G TO 6X6
POSTS WI 2 EA 5/8' DIA.
BOLTS PER DETAIL (TYP
Cl)
z
\C\t6 JAMES >a MARTHA TARWATER 1.0
o
DB 766 PG 447 'I
2X6 P.T. OPEN � LV
SLOTTED DECKING
Y J GEORGE E LORRAINE PATRICK
Y Y DB 1565 PG 666
PB 08 PG 65 ZX8 P.T. JOISTS AT
Y Y '"'�"�..,*,� Y J,.} .N r ROBERT F. YOUNGBLOOD CONSTRUCTION CO. 16' O.C. -
y' 'V .V J r -Y
Y 4 v DB 1295 PG 676
y Y N .Y PB 22 PG 201
,b. y .Y Y,V Y V Y V y .1, .. Y r
4 Y Y Y y' , V y y V J y.�. n Y r Y Y . Y • VANCE
PROPERTIES,2 INC.
.4V 'V •V ' i Y , Y J J, y DB 706 PG
Y .b' J J. Y
y, r 73 ..I
,r Y a, ..Y .Y Y a' .v ..
Y y . ,u
y V w y, y 'Y' \ y 4 Y /
,v y' Y ,a, y .b' r J- Y 1} y y
r �Y y Y Y y ����Ifr��E
CC
r' ,v Y -v 1' y r v _ Y v, r r
Y IN
.' Y YPHASE LINE �� FASTEN EACH JOIST — •.
rY yrY Yyry / J �_ TO 2X8 GDER 6X6 P.T. POST TYPJ �� �.v Y r4.
Y rr • /y Y v y y r ,v -Y y y (, r V v y ,1' y a .v y y ..v v b 41.1W \ , "' +w
Y r ..4 \ \y v J ,V -V Y Y V ,/ ,^�,a,' CJ11111
\ , •o'y Y .v r r y Y Y 11 ` y y y a y • � t w
U . ,Y d+ %'\`\i' I J y-I Y Y ,l .r y v - r Y Y ,1' S 'YY Y y ,V Y V Y �.1 ® V .. 'AI •...N'� ✓ .. , ` gip , se:
Y;
y ,Y Y 1../ N V Y A y J. Y ..Y 4 J ..y �!- -v J' 4 ',. d,y •=�:. P L A\ VIEW ,."
v z.
r Y J' ''
W
�, y i 1 I r w
J
/ Y
r .V Y it \ y' V y - Nv\ U r
r r r `i i PHASE y _
Y
2X6 PT
Y 1' y
io.
r J ,y .. --�
�v
•
Y m y Y r a ®: . t/ ``v.t ® C• • SLOTTED DECKING �0 1��
Y Y v ' Y
N r Y r 1 J ^. i`mac. �<<��
y .y .` ..y. y ,4' J y .a r r
r . y ,✓ COS __-_"--•'' .v Y Y ,v y Y Y / r Y ,' o/ / Y t
/
,1, v SPA .\\ \ _l, ,v - \ Y ! , • , �'• 1
r s <v �'',. J, �. r ..r s :' / '1.`----' Y v • % \.
Y 1 .V Y Y�r v ...�. �, �\Y y y ,4' ` 4 Y �/ / ^/.Y 1 , '�q •,"' \1 \O
LS1
�- 8'WIDE OP- -S TtED Y .4 Y y' r Y Y. ,..r� \;qa 1 ,N �� Yam; -PHA ;\ \® k1) I cn
TOTAL ACREAGE = 295 0 ACRES Y _ `�. 1 y y, Y,'� Y s , I Q
', 1 ✓, % y ar (2) 5/8' DIA, GALV. i e
TIMBER WAL AYE AT FOUR v '.,_. ,� �';.;, ®� �Q �.��I y �. . "• D InyACr SIB Eb2 �� • ' 'v
TOTAL DISTURBED = 93.0 ACRES LOCATIONS (2 7 �F OPAL"") „ r
F /" ` o ,._, -� ,Q STEEL BOLTS I N
a \`'tom _ �� � �"/ �`�.• I EXIST.
�� z ONR rAilA4! CROSSING I 5 . GRADE Z
VEG. STABILIZED — 70 ACRES MIN. �trj; - o ® o-� � .�REsIII, -' :ITI _ n-
Y .: COMMON r / rr. \ \ \
y SPACE y ,fib, r ap rp,(4,°
rrro' \ y J , [11DBL. 2X8 GIRDERS •
TCEI TIMBER CO. LLC f��Y y ��,� aU �•Y ' N ,. �; AT 8'-0' O.C. r UQ\DB 2759 PG 488 r Y •-� i 0 ® A® Y Y.a .. I.I" ?) Z C� ++
l!'�II_ITY '.IfV6S 1'��BE BORE' y \ �° I:'
Y Y I^; ._- 7'-9 1 r` Z Ny pp, ��-�! YV.
q., 14lJLt"�i �I�ET Ly�u. V.�yATY2.v " `, ,' / % '" \ . �' .v •v x -vra �' Y \' fiI
i✓!— OCAT UNS 2 S LF TOTAL r � Yv Y , r UNLEGS_ ND ( N ,,, . ! r ��: , y ,1 r CROSS SECTION I x-� bX6 POST EMBEDDEDO' O GROUNDR14'- NT '��, V4)1
�11 ; O),. Y,� ,�
Y
„ Y"" '�� \•.•\., Q ... :...__._,-, -,,,,...'„ \ y Y N .vY v * Y , y '° / yr,t` -c.-Ixxl EXISTING C0NTOUR <w ', -�'__ ® ® y WETLAND IMPACT.SITE 3 a y,)
r `� \ ® ,. .`. FLIP IA RO SI /
-- - PROPOSED CONTOUR J ,Y r. y.,=A� & � �� `' = o .�,,: • N NYC sa NAY y W, CWAY DETAILS �, CO
C O/Nf/l�AFQ
Y ,r -: -Y Y •�\ �''� r•S�r J /O _I•• ' :i1 yyei`• Y 0.2T ACRES y J' r •4'1001 '' \ •�r ` r y. „� J .V .v �..GQ.1 bV `, /- ,\`lka .1*. Y v ,, a y/ Yyy .v im34 4t).676 EXISTING SPOT ELEVATION r Y ,Y ,, ,r ° ° -'.>#.-.. r �* Y y - YY r Y Y y O. Q► : : 41( W
y -r r Y a v Y v.v Y Y F Y�'i, O /. t , Y 'v b v y a a' y „ Y ,vAff PRE' 1 0 �, S C NTS z ri a)
J, m Y QJ
* 36,64 PROPOSED SPOT ELEVATION , r % oil
_.►� • r Y' 4 �, Y YY Y ° ®�� !'.o �' z U 3
IN \ ,/I ® Y ,,,a N \ z
POWER POLEy Y Y ,, i' PHASE LINE Y Y ,4 .4 Y o\, (�
\' OWE r 10°.'
S NE Th . �&
�� ` ' iV t\
.1*
0 SILT FENCE y Y r o
r \" 1 Y N i y Y ��' u� at
CL LIMITS OF DISTURBANCE r � Y
� � �� SyrY' AEI - 1V" ' ' .. ,_. � � � , ~
u ROCK CHEC C DAM ,y y .4 y yY s e\ \®
\` y
-- — -- ROADSIDE DITCH r 1 WETLANDS 100'OFFSET LINE
,4 �\
y \Y
`x� Y , FOR CALCULATIONS r .Y Y r Y G.\ `O
TEMPORARY DIVERSION DITCH (NOT USED) if"';':
.ff cY =
I^ .YY iA/
CENTERLINE ANCE
PROPERTIES INC. _ • ( " r,r Y
DB 1437 PG 560 � •` / Y .,�' �\ y 1' t o ��'
g LOT # PB 10 PG II, LOT tt59 �) I r 4 I �I / jJ/J
�r y,v d ,; ` O • U,4 / \\t STEPF-EN $ GAYfE.L CRUE 0
Y Y Y yr- DB 2342 PG 842 —1
ST#X \\\\\\\` SEDIMENT TRAP :�NOs Y Y
' ,:v____..,, -!„- 'OP'
b VEGETATIVE SWALE A-A, B- B, ETC. r ��1.1
' SIGHT DISTANCE TRIANGLE \ r Ilf?;� -LANE e CHARLE wATK
S.D.T. 10 X70 °
-. - / @
0 _)
V r - .Y y a. v r y , ' t
r bI } 5 INS CL'
Y Y Y : f y r v l �� D8 1330 PG 189 0 a CO
Ls 1_I • LEVEL SPREADER N o r , Y'. it
I I►fir ����� d-
Y I 'Y ® r/ W�/ CO
4 ,,, 0 i -; ;,
yi Y 1 . •, �y
O
v 4' 404/401 WETLANDS DELINEATED BY OTHERS
J
{ VIIrt'rdr.,;,,-F
tit
•r,- (a \' I' b -,/ , JACKSON W. PROVOST, Jr. L. (/) L�
WETLAND IMPACT SITE 1 ,
_.,Y Y =� %� ®. Y NONRIPARIAN CROSSING . DB 1019 PG 727 O W
i i 4 `. + 10 PB 18 PG 65 >
�� STANDING WATER -V a , __ �o . , z o
fl \ _ , " s 0.015 ACRESN r 1; - (] U o � �
C CN Q , t ...`� \ . �� \.... M
• / Et
LO
\• ,.ar ® ___--? .`FFf11f'S-PbAQ, ` ' e 51� SEPARATE BATS FAR ` _ v J CO
- ` �B PG,S2 �` 'F j ® ♦ ' , . +O PROPS2TY INFORMATION WITH
rlFf ��—.~ i .__�` _ / �— h, p V; \` • /' �, y i ( PROVOST AND FIRST LAW Z (1(
TEMPORARY SLT FENCE CONTRACTOR TO ~A Y Y ' 0
REMOVE SLT FENCE AND RE-ESTABLISH + \ `• ! Y Y \�ram\ 'i. Y r; �� ,//® Y j WEST FOR LAND HAVEN
CONDITIONS WHeN PIPE INSTALLATION lg y 0 \ S Z�#• ( 1. I LOCATED �/ �/
y 1 \ �f \ WEST OF CIEENS LL CC W O
\.. /J• .., Y V b Y .. \ .�\, , , � ' ' - . ii/'•:.. \Itt;;,t1,, ROAD .R I�
CO
—DO NOT DISTURB ANY COMPLETE AND THE SLOPE IS STABILIZED SO NEW DOUBLE 30' RCP AT PIPE D AND r \ . ,•, , �, o r y� `v, ,�e'�'' 1 f j .
THAT THERE IS NO CHALICE OF EROSION —EXISTING DRIVE 48' RCP CROSSINGS TS PIPE P.HALL BE LADSF AT BOTH LAT. THE
Y 4 Y,:/ y i • \\ �- I Y Y r a r f r r Y ,,, iZ 1�. UJ �.�1NETLANDS BEYOND off` .—''` j_ r ;r� J
DOUBLE 30' RCP FLOW LINE SHAH BE '',`' Y \ COMM• Y �� �.` °l
STREET ROW LINE
— BL RED 208 AND Tt E 48' ROW LINE y/ J , SPAC �,,r Y Y �r�j Ya ° y Y \ \
SHALL BLM12IED t2. Y Y y � i.
� 'V, `c ♦l v�/ �� r Y J, :14,
Y + ` \
ILI
(J�� y y�4` + 4'
V / .VY Y Y �` `�./' \Y ,J, �',. y Y r 4 'Y Y YPf- ` \\ -
U I / y �� :
.-_M` Y���� I NO RECORD Y �. ��� r Y �" Y Y W
- -•�- HAL J. KlNLAW Jr, Y t J CL,EC sr-i. �r .,
_'r DO NOT DI TURB ANY GROUP \
\ �. � FOUND � • Y
Y o I
,,,ry
I GROUP
Y
DB ..� 2346� • � PG•�•�•�' 939 EIGHT LTD.WETLANDS BEYOND
Y a ifO: _
-V� Y
W'l:o�`i Y
i
Y
:..' GHT LTD Y
TY S fecE I ROW LII� P KNLAW DB �/�j �• I O ARNELL GROUP, INC.GROI.P EIGI-fi' L . 2350 , 4-
�y r
" 1 / DB 2455 PG 596 2 PG 142 DB 2538 r •, Y ,r. HURST LAW GROUP, INC. LJ�
PG 952 % ,., I , . f DB 1698 PG 862
Y Y // rV f sf• PB 8 PG 64 U
t� • 4'-.�_, I MARCIA /�. // ''/.- y3,.
�� .rll ff fi, ar/1
FLOW J I ��� l� .�.t :ice 5 I I KIN-AW Y y/ /�-�l 4 y r f Itfl.sfA ( Tt�1 J \!J
., .,..v..•. ,-.:�. % r FLOW DB 2035 Y / / r y.Y 3 Y — {r � ' UTILITY � ' ' z
o •�:� � �' �- -- PG 894 ,Y //. :f y r fj c LINES TO BE BORED
Y 1
V ff
() --� / y I ,4 , Y f UNDER WETLANDS AT 2 I; # S ( W
O O / Y r Y '�' r Y', '.Z, Y 7 LOCATIONS (240 LF TOTAL) " ( LU
�:�.�.� '�.�: :40:�. ,4 i, I \ LITY LINES TO BE BOR Y r „u. ,i Fp i„
U
�i r
_.i�� ���� ;::;::::a::::' -'Zit• i•it or- /�
Y F f'
I 3' LOCATION
/ f �. Ss '::':::;;:;• ;::: 1:I;��I�I: T(500 LF TOT
UNDER WE NDS AT 2 ,' Y
llllll
��....- •,-ilLifiar-N° .7 ,, .- ,
ROW Y
ROW PROVIDE PERMANENT RIP RAP FROM C •` Y Y Y 'V I. PLANS BY STILLWATER ENGINEERING, INC. ARE gi----1-ij
Z W
Clf
TOE of SLOPE TO SHOULDER Po+NT PLAN - yam\/SPACE
BASED ON TOPOGRAPHIC SURVEY BY MAIN ^
;9:;-'
y\ \\!� ~� STREET SERVICES, LAST REVISED FEBRUARY 19, G� Q V ALONG FILL SLOPES A MIN. OF 8' GROUP EIGHT. LTD. _ _ r Y Y, :1'
NOTES= ON EACH SOE of PIPE CENT RUNE PROVIDE PERMANENT DB I971 PG 780 - 2007 AND SURVEY INFORMATION PROVIDED BY
RP RAP PER CHART �- Y Y Y DENNIS L. MANNING. J i U
SNowN ON SLEET 22 ) _ y 2. LAYOUT PLANS BY STILLWATER ENGINEERING, CD _n I. ALL WORK AT wETLAi�S CROSSINGS I AND 2 SHALL PERFORMED IN THE DRY AND SHALL ` y. A '\; y INC. ARE PRELIMINARY AND NOT INTENDED FOR cn C.J
BE PERFORMED IN A CONTINUOUS MANNER. CONTRACTOR SHALL COMPLETE THE TASK WITHIN ONE �� Q TA/WATER y a r RECORDATION, CONVEYANCE OR SALES. J — Z 0
WORKING DAY. \ Y Y r '
Y y
Z DO NOT BEGIN THIS TASK F UNFAVORABLE WEATI-�2 CONDITIONS ARE PREDICTED FOR THAT -� - ,` �I= =r'I' Yy J Yr Y y y y Y r 3• SLOT LAYOUT SHOWN IS PRELIMINARY AND _J 1. J
Y HA,.� BEEN PROVIDED BY OTHERS. W W V J
DAY. i._i_. s_i'_�_i_�r r_i •_._.0/4 _• y Y
Y HSZST LAW GROUP, INC.
OVERALL STOVWATE /EC)SIo\/WETLA\DS PLA\ P<1RNELL 4 ry r J Y P 460PGG128 w I D Z
3. CONTRACTOR SHALL MANAGE OPERATION SO THAT LAND AND STREAM DISTURBANCE IS KEPT Y
TO AN ABSOLUTE MINIMUM.
4. ALL DISTURBED AREAS SHALL BE REPAIRED AND PERMANENTLY SEEDED UPON COMPLETION PROFILE _ y ,
DURING THE SAME DAY. Y Y
r
SCALE' 1" = 300' GIzoLP, NC. .r y r C7 I— 0 0
5. SILT FENCE SHALL BE NSTALLED PRIOR TO BEGINNING ANY WORK. SILT FENCE WLL LIKELY BEy r�
SUFr"1-CENT AT WETLAND CROSSING 2, HOWEVER, A TEMPORARY SOIL DAM MAY BE REQUIRED AT QIP PvAia OUTLET PQOTECTION DB 2456 Y y r r \ ./
WETLANDS CROSSING I. F A DAM IS REQUIRED. SLT FENCE IS SILL REQUIRED AND THE DAM PG 629 Y r r r r
SHALL Be LOCATED INSIDE OF SLT FENCE. Y
rPROJECT# SHEET
6. WHEN PPE INSTALLATION IS COMPLETE, CONTRACTOR SHALL CLEANUP ENTIRE AREA. r
7. NO MATERIAL SHALL ENTER WETLANDS OUTSIDE OF THE STREET ROW AT THE CROSSINGS. YY r y E-06-79
PATRICIA B. CAN DATE
ANTON ' Y r DB 1301 PG 978
WETLA\D CZOSSI\GS AT PIES P y 4Ns No mum immimmimi FICKEY
0 300' 600' 900' 8-1-07
r MN SCALE C...3
SCALE NTS
�pooGeN SHOWN
� 2b SCALE 1"= 300'
2 DRAWN BY
` p 4 I�AC t NKS of 22

•
8,_0
„ g'_O, Q
—L L FASTEN EACH GIRDER TO 6X6
S H WT BORING LOCATIONS POSTS IN/ 2 EA 5/8' DIA (.9
Bt (PITTMAN SOIL CONSULTING)
CIC
CO
(1.) �
Z w
O
JAMES E MARTHA TARWATER O
DB 766 PG 447 V
1 > O
2X6 P.T. OPEN CO W 1--
SLOTTED DECKNG L�
L1J
GEORGE E LORRAINE PATRICK CO
•v .v y a ay .v II
DB 1565 PG 666
am
y P 08 PG 65 - 2X8 P,T. JOISTS ATA, v a F. OD CONSTRUCTION CO.
. , a " Ib O.C.a y r DB 1295 PG 676 is--
,,, a,
y a y y PB 22 PG 201a y y a y a a
y ,, Y
y Y r a y
CO
r i y y
a Y y y r
a a i yy r i•
•
r f a y
ay
, 1i ®
\
VAN CE PROPERTES, INC.
a
`
N ...r.
r
,r a yi a r a y r DB 706 PG 362 //:I1F *k` r a y y 'y r ai i a y y . a r
y w r r y y y a
y a , y
y y y aray + yY •y y y y ay y
u r a y y y yL y y
v v i a r y ' y ' y y a ^
y y y i y y y y y y y �y FASTEN EACH JOIST
PHASE LINE 1'w ©sk
/
y y s ray y a y y y 6X6 PT. POST TYPJ911F
y r y y y y y a y y a y a y 4 TO 2X8 GIRDER
0 1,N . a a y y y a y y y y ya r y
y a a a y y y
S y r a a a y ra 1, y y y + 4 y y y
10111111.11
a r r y y y y y y -:a y y w } ...
i r a y y � yyyy y y y y a / ...
_ * i , Tv v y r r y yyy , N r � � �
y y r d y y .
y y ry ,!�l yy a - . y I y y 4 s : Y •.ti " Y �'
y y yk r / \a ry y y y a
�\ AVIEW
4
V,v r
Y r a 1 y 40 a 4 y 0,. i! �`i• ; P A . ��! .y. ^ � �
I \ .. _ fr C ` 2X6 PT OPEN i�t�t N�$i�a , . � C SLO I lreU DECKING 2X8 JOISTS tt‘
4Y r i / � ' /xEE � - �le
;, AT 16' O.C. 1a a a a v
i i I. y a '-�y ' a r• ;`y\ y � y yyyyya yyyyY v y�-'Y
e " ' \ --sZ
y y y y
y r i SPAS?'`.. y
y y y �
/ ++ +� $Sfiil/l8t
iiii
dip
o.
3 �r VA"
r PHASar : / o4 TOTAL ACREAGE = 295.0 ACRES f WIDE OP -SLATTED J y, .--,
Of
: C+ , ' /ik E ND IMPACT SItE2GG _:� ` �' SIvI .5/8 BOLDIAT.SGALv,�' dQTIMBER WAL A . AT FOUROD ,TOTAL DISTURBED — 93.0 ACRES LocATONs 2.7 LoTAL , i� 1-; N� `' � Z '°- ON 'AIIAN CROSSING "� EXIST. GRADE Z, = ��� ` 1 .•. ' •r 0.t67 Sy y `- - �, , ill ` i N
144 ' r I. 17VEG. STABILIZED = 70 ACRES MIN. yyy y COMMON � r' � �~ _� �L - � / � ' -r : ' � '• RE , Y 1-1 _fi[ [.
I S 2X8 GIRDERS
y y y SPACE U \�` w� ` �'�Y �]�I AT 8'-0' O.0 <1, I f. C5
? y7 Teti TIMBER CO. LLC a y y y a J �/ �DB 2759 PG 488 �� i 1. lQ LI op
w r
UTILITY LINES T* BE BORE* = co
4
(D C1O C
J UNDER WETLAr DS AT 2„ 44\
y y yyy ' v , '— 7-9
4�'PNTO GRCWD D -' •
r O �LEGEND a OCATIONS j2 5 LF TOTAL
J y
y y CROSS SECTION X11 1 L
v O V t Ly y �/ 'a v�
y y , r .' 1 `ay y ✓ / � \.- Mill * _ f a '! �' ay yyy ( Q
y \� By/ �� '
\\1\1111
111,"
vy 5,�►. � " y29ACES y y y y mZ —
+
6 ,- _,• Y r y y J. \\-.,......,.y ' s . ''° a / •Y a '
c'oh FFE xx.xfFI\ ISHED FLOOR ELEVATIO\ y y
� 0 y , y .c
r r y y � � 4 Y , y y ayy _,tt � ' t, WTLAN®IMPACT SITE 3 a*woo
a v f WAL<WAY 9 -TAILS *�,✓ LU cy
y ! / �" � p ♦ 4—Ixxf--'' EXISTING CONTOUR a a
y PROPOSED Co\TouR a y _y _ I � • ,l ,1 .y_ NONRIPARIAN CROSSING y (� a-
,r'
y Na � b ►�ir ��Fu' 1 �y 0.24 ACRESa Y 1 °•--- tz ---t.
ilkL>a a y O�`9 00 it r °E I �34Q,678 EXISTING SPOT ELEVATIO\ a y p" °h r r a '
.1 y a ry v �- ► � y
4 a y��Y Y y y P •
t0 SCALE NTS � �y y� �, 1 � _� 7 uyya " a
y a/ , � �' h `o
. 36,64 PROPOSED SPOT ELEVATION y „ y s
y y r �I� � ,
IN a � 9 _yy,,,,,,' � p �s� a asayy1,:i6:::0.1:'
.YYIIIIIHv, � oty PPP � LJr°\‘‘ coc POWER POLE PHASE LINE y s a
7 \ y " „---4, v y
SILT FENCE y . IL
,�
jLIMITS OF DISTURBANC= a �, y �
y �, � yaa Yy y A a a� %yr ) V \u ROCK CHECK DAM y y y 4 1
P.F°.ROADSIDE DITC — r r
' £ WETLANDS 100'OFFSET LINE
FOR CALCULATIONS y
Ot'
1
,TMPORARY DIVERSION DITCH (NOT USED) ; ; .r
y
•
� ✓ TE LI ! E 1 VANCE
PROPERTIES INC. , r , J
/ a y ys a ,
DB 1437 PG 560 ya, 3i
( LOT # PB 10 PG II, LOT u59 y 9 a
y " y
y / 4 ` ::TEPHEN\ $ GAYNELL CRUE U—J
Yy y y DB 2342 PG 842 JsT#x \\�0 SEDIME\T TRAP a y y , ;� Y WVEGETA IVE SWAL A—A B B ETC. yyy a li '0.s . >
4j1,:‘
y �
S.D.T. 10X70 SIG —T DISTANCE TRIANGLE \y i—\, a „ y 1JANE ; CHAR ES WATKINS W ayv y y y y y y yy / yy DB 33 PG $9 ❑ CD
co
Nra a y ' U}LS �. LVEL SPREADR - y ro I . a ' r ,- � W CV
J 0 • r \ O OU
y y y77404 401 WETLANDS DELINEATED BY OTHERS y " � Et = z
WETLAND IMPACT SITE 110 JACKSON W. PROVOST, Jr. W CO w Ilk y � i yy � � DB 1019 PG 727
lJ a . a4 . I; NONRIPARIAN CROSSING T.. PB l8 PG 65_. ;:Q�s 0.015 ACRES Z � 07 / STANDING WATER � `\ a , y ! � ".� � ' ;.� �A. ❑ - - lY LO
C. DN � 0 Is:A
om t x x ❑ Li.- 1��� /' R `• ,� tik___ � 1
SEE SEPARATE PLATS FOR f � W _ VJ❑ (U
`.y f- Ps 5 � y � PROPERTY INFORMATION WITH 1
t - • PROVOSTAND FIRST LAW
Fti: � � / � � \ GROUP FOR LAND LOCATE U I
I, 7 .
TEMPOARYSLTFNCg - CONTRACTOR TO * y5 ® PQUEENS HAVEN W �..
! l `��REMOVE SLT FENCE AND RE-ESTABLISH + v6,,,,). \ '' . ROAR. Q., O M W
CONDITIONS WI-EN PIPE INSTALLATION IS //1 5 ya0� yJ ' � ` f 0 � ,_` �/� t yDO NOT DISTURB ANY COMPLETE AND THE SLOPE IS STABILIZED SO /NEW DOUBLE 30' RCP AT PIPE D AND Z �• V!WETLANDS BEYOND THAT Tl B2E IS NO CHANCE OF EROSION —EXISTING DRIVE 48" RCP AT PIPE P. ' C� AT BOTH v a " y % `STREET ROW LB c . .-.......... CROSSINGS SHALL BE LAID RAT. me
DOUBLE 30' RCP FLOW LINE SHALL BE
3R1ED 20% AND TI-E 48' FLOW LINE
BALL BURIED 12. _ - _�� yy // �;�Z RCOMv• '.
"PAC• a ,. � � y a
` / Air ` \ / 1
a yI •� a J�
Y r� / y ` / y-.. *ssiiiiiii,
Y � a ia.. .. ...........ti:;;c,......_ y. j • NO RECORD Q � , 1
L L =ro:L:_ 7-DO NOT DISTl2B ANY HAL J. KNLAW, Jr. FpLNp GROUP * , V—
UJ
0' :s;:7�
GROUP P
a
y
Q w ♦ _ -� � WETLANDS BEYOND EIGHT, LTD. 1
r
y
a GO
7 u 7 • o �d STREET ROW Lire E PAR� KINLAW GROUP, INC.GRp„P EIGHT, LTD. DB 2350 GET. LTD. uyv KK • �O '.�, y y alDB 2538 � i/ I � . y L i ILRS7 LAW GROUP, INC.
DB 2455 PG 596 D8 2035 PG 891 PG 142 Et
PG 952 Ya 1 DB I69$ PG 862
0�S jt'rf PB 8 PG 64
IL 1L --•i - HAL E ) I i � '—� -e• tip, >ts
a,rc 7-'
•
- . r fie,. K1NLAW I �tt� WzFLOW ♦,i���,
:_•�a •. •ail �
r_`Y_.w._• •
FLOW DB
a � Op" y r 3 UTILITY LINES TO BE BORED
J ' !-;. t• _ -/. - PG 9 --- y • UNDER WETLANDS AT 2 W
oes
t LOCATIONS (240 LF TOTAL) LLJ
j • �.= = *0N JUTILITY LINES TO BE BORED 7 y F45 � f Ili
- . .
• • _w�• a-,•—, S f O�: _ii♦ 1* � ;: $::V% a � UNDER WETLANDS AT 2 .. `` f
AW 4 ❑
_� _.._.:Y._.:_.:
Ilil ♦ ♦ . y =• • o LocATIONS500 LF TOTAL) er
1--
L
O GmaPo S 1 y y Lu
tita t ` y
;:r• y y y NOTE:
�` ROW / +�' yy r a y^-°�\\ I. PLANS BY STILLWATER ENGINEERING, INC. ARE .~• W
PROVDE PERMANENT RP RAP FROM ?. ` .SPACE:"�)y y r r y y / F-
1 BASED ON TOPOGRAPHIC SURVEY BY MAIN
ROW TOE OF SLOPE TO SHOLL'?T PONT
PLAN y a y y —\. i ry
° ALONG FLL SLOPES A n b' GROUP EIGHT, LTD.', _ . STREET STREET SERVICES, LAST REVISED FEBRUARY 19, Q V
NOTES , SIDE PIPE PROVIDE PERMANENT
DB 1971 PG 780 • r ' 2007 AND SURVEY INFORMATION PROVIDED BY 0
RIP RAP PER CHART y ai
SHOWN ON SHEET 22 ! y a DENNIS L. MAIMING. CC
2. LAYOUT PLANS BY STILLWATER ENGINEERING,
A `� INC. ARE PRELIMINARY AND NOT INTENDED FOR cs�CDO
I. ALL WORK AT WETLANDS CROSSINGS I AND 2 SHALL BE PERFORMED IN THE DRY AND SHALL y RECORDATION, CONVEYANCE OR SALES. (..9 (/) i :
Z
BE PERFORMED IN A CONTINUOUS MANNER, CONTRACTOR SHALL COMPLETE TF-e TASK WITHN ONE \ _ Q TALWATS? y y y
WORKING DAY, ,r..., C„ y a r �,
2. DO NOT BEGN THIS TASK F UOFAVORABLE WEATF'1E52 CONDITIONS APE PREDICTED FOR THAT y .Y a .0 y a 3. LOT LAYOUT SHOWN IS PRELIMINARY AND _
DAY. Ii�� 4Ui���1�I ���:��������1: y y a a HAS BEEN PROVIDED BY OTHERS. �f W
a CONTRACTOR SHALL MANAGE OPERATION SO THAT LAND AND STREAM DISTURBANCE IS KEPT I� �� y J a y H•RST LAW GROUP, INC. CC
TO AN ABSOLUTE MNNYIUM, 0��- ALL TCk 1WATER/E-OSIO\/W-TLA\ S PL-.A\ a , J DB 2770 PG 99
4. ALL DISTURBED AREAS SHALL BE REPAIRED AND PERMANENTLY SEEDED UPON COMPLETION PROFILE € PARNELL a PB 46 PG 128 > T
DURING TI-E SAME DAY. K M1LAW _
5. SILT FENCE SHALL BE NSTAI LFC9 PRIOR TO BEGINNING ANY WORK. SLT FENCE WLL LKELY BE
SCALE i" = 30,2 GRaP. INC. -y`_ y Y a ® ~
SUFFICENT AT WETLAND CROSSING 2, HOWEVER, A TEMPORARY SOIL DAM MAY BE REQUIRED AT RIP RAC OUTLET PROTECTION De 245b y a y
WETLANDS CROSSING I. IF A DAM IS REQUIRED, SLT FENCE IS STLL REQUIRED AND 7HE DAM PG 629 y Y
SHALL LOCATED INSIDE OF SLT FENCE. y y a n I� o '
6. WI-EN PIPE INSTALLATION IS COMPLETE, CONTRACTOR SHALL CLEANUP ENTIRE AREA, y a Ll PROJECT# SHEET
RES
7. NO MATERIAL SHALL ENTER wETLANDS OUTSIDE OF THE SO4=1 ROW AT THE CROSSINGS. a a E-06-79
r y PATRICIA B. CAN I3Ya DATE
ANTON a a ., DB t301 PG 9,8
8-1-07
WETLA\D CROSS NGS AT PIPES D 9 a 0' 300' 600'MN. _ 900' s
PG 713 �Sg -r SCALE C3
SCALE' NTS DB b2SHOWN
SCALE 1"=300'
PG bob DRAWN BY
LA i3 VVlu em u; LEA rb l - s 1 Lv L 0 `NKS
t of 22
1

LOT IA 1.95 ACRES
LOT 2A 4.33 ACRES
LOT 3A 0.82 ACRES
LOT 4A 0.56 ACRES
LOT SA 0.45 ACRES
LOT 8A 0.48 ACRES
LOT 7A 2.88 ACRES
LOTS 10.78 ACRES
LINE TABLE CURVE TABLE
LINE BEARING LENGTH CURVE LENGTH RADIUS BEARING CHORD LOT 9A 1.68 ACRES
LOT 10 4.50 ACRES
561=15'13" 360^07, LI 585°36'28•E 18.76' Cl 159.02 260.00 1421'48'57'E 155.55
519 4T 848.50' L3 SO4°2°429"N 124 8T C3 68M 50.00 N44•951"E 83.99 LOT 11 2.34 ACRES O
L4
4"E
+, L5 504''40'148'W 183.2' C5 5511.48 60.00 S°3.28'50'W 49.23 LOT 12B 6.43 ACRES
�-
L8 SO4'1T47"W 79.14' C6 44.43 50.00 558°2E5TW 42.98 LOT 13 2.91 ACRESCO
L8 S02°19'36NJ 23.70' C8 108.82 200.00 5119°5253'E 107.48 LOT 14 1.27 ACRES
>
R4 L7 503'62430V 124.31' C7 29.58 35.00 N59°40'45'E 26.71
La S43.29'27"W 48.84' CS 12026 330.00 333'51'19'W 119.59
L1D 543'3201'W 70.41' C10 58.68 _270.00 N7r19'15"E 55.68 LOT 15 0.B2 ACRES 6l�
L11 1404°17'16'E 91.31' C11 242.87 644.83 974°28'11'W 24143
_.C56°ram.. ° L12 S86°4719"E 2843' C12 98.39 270.00 S83'51'19•W 97.85 LOT 16 1.46 ACRES
S'4 87. '382 S5'
L79 S85'4719'E 120.00' C13 68.02 330.00 N79°1915'E 67.80 LOT 77 10.7ACRE9
L15 885°42'16'E 60.00' C15 14524 584.63 574'28'50"W 144.87 LOT 18 4.05 ACRES
8p46j 3.�2-• 1 23' 101,88' t��T L14 N04°1T41'E 148.7T C14 3T.06 584.83 883°24'39'W 37.1�
L7S SO4°iT41'W 29.82' CIS 96.88 684.83 382°38'04"W 98.47 LOT 1B 0.32 ACRES
le,,,,
-1"0 " '� '131� 2 ei, ,q Y, w << L» 985°42',8"E 49.63' C17 64.64 844.83 �0.4930"W 64.61
., r 4) °eA>a '' m 3S r o 1 L-3 S I \CL---- - FA v I LY LOTS TOTAL L18 385'4719"E 49.63 C18 7820 720.00 N86 OSi4 E 77.79 LOT 20C 0.54 ACRES
w+, 1+ L19 802°67'30"E 17021' C19 217.62 280.00 N80'10'o7"E 212.18
'8+ L20 831°51'07'E 97.63' C20 20728 220.00 574°44'24"E 199.88 LOT 21 0.87 ACRES
4) 10 v. v ,r 'Z - - '�20'15"E 1
7 m 1� y' rs 4. e &4, 86' -S58°2a15"� -AS E 99 TOTAL LOTS 121 332°27'S9"E 16.58' G21 155,95 62Q.W 940°32'4,•E 165.64
L22 S28.63'28"E 70.80' C22 59.45 280.00 571°29'01"E 59.34 LOT 22 7.35 ACRES `
M ^ i
., 4>3, 76 2J�'u'��r� `1'a `LiJ ® :ff.:'
r. - 3-." �1624T = S�`?Oy5•
®•, ;4y::,::-- FJ E L2.3 613'15'28'E 52.08' 023 8826 28090 856'34'33"E 85.92
`. 111' p > 8�... 19g.45, - C41 124 554'27'351V 33,15' C24 85.39 1580.00 S44'0911"E 85.34 LOT 23C 0,51 ACRES
w � � ® �_91 : Ego • � -"<� -AS E - 4 4 T OTA LOTS B 2 E 101.49' 903 75 82a:� 516 8200E 43W:99 LOT 24 037 ACRES
1.0 ?9p,' i 7i�,`,� ® • ` r ® ' C89 -`�S�,U' :6 L45 L27 370'21'30•W 25.11' C27 218.10 330.00 N 4'12'19W 214.15 LOT26 0.41 ACRES
'a �893,' +1,' ,rRt�' l �, -, �, 6 r"' I.26 NOB'3721'W 80.74' C28 178.44 170.00 N24'1719W 17521 ''t411111!//,,�
n0' > 7 �y �' _i' ?^i' ! �av `,. � 'r *,,OMMON ,. L29 849°20'29'W 115.83' C29 152.45 520.00 534°44'23"E 151.91 LOT 28 0.56 ACRES `\ 'Op,
,y qo > ,'gg I e3 + % 1 o en to vg v.` LOT27 0.64 ACRES �/
n, 'S 1 8T' ,, „!• j � "�j n Ri 4,��^xa�\ S��A(`.E t- L30 N64'33'28'W 50.D{Y C30 144.60 520.00 S18°21'49"E 144.33 *.` �/k aif,
'� i=. 14643. "� '° yry h "+ �✓,�. 0, a J L31 N17.3250"E 65.09' C31 74.16 220.00 S00'43'48"E 73.81 `� d "..
j' �� 48,Zvr, _ �^ A li L32 N89°502294 60.57' C32 158.67 580.00 535°18'05"E 158.17 LOT 28C 0.55 ACRES �''►►������.... t .4 s
h'O� COMMON �� � ! 0. �; ,��� ^ry"l N59°43 „w -,'�.78'-'1� -/�Y ,d` �1 `Cj 1?,
! �113 �j L33 N89.57'37•W 87.09' C33 135.10 674.56
N79°2T3°'E 134.87 , y}! �r
�c SPACE e1ss�iif 0 / 353.24'TO7 _L125 9A' �S H LOT29C 0.36 ACRES Q 603- i
5 lit. d '� • ,' L34 N89°57'37M+ BT.73' C34 13125 574.58 N88.44'35"E 130.97��� ,¢y ` b % a•� bL1 ,( ,3d, C�j N1� m 1✓ L35 N89°4T08"W 100.10 C9S 48.31 574.3E 584.24'12'E 48.30 LOT 90 0.40 ACRE9 irr ��,_ O a iy} °�j �� j �dg y...,44 „., :\ 1 <'9t. },
V'7 7 J L98 N8a'32'11'W 38.23' q8 25.78 35.00 378°48'30'W 25.20 .,,�
''7 N % Of, � .�, M v L37 N69°3717'W 11.8T C37 81.31 60.00 889•09'41^E 57,64 LOT 91 0.53 ACRES `� (J�
,� • y [ A° '\ � 110 L36 N89'S022'W 18.71' C38 54.58 50.00 522'46'50"E 51.91 i
�..;..� R+ :•` 113 1'd 3' L39 831.4/tl2"W 149.41 LOT 92 0.65 ACRES .+' °�1- r V
g'� ^ :+ +, / <, +!� 2 a- •: \n " J L40 C39 b3.77 50,00 339'18'477W 51.22 i iY"
`,,....�.,.�„ ��,,��yy®1:•, "� �' i,..i '` Q 1`?- p,� .\C11° ;�1 N31'44'28'E 8125' C40 85.99 50.00 N72'04'16"W 81,30 LOT 33 0.62 ACRES I /� �®
�.�.__.� r AR% ' Ci f �"' •�1. `l�' 0. tP,f: \-1 L41 S58'20'15'E B8.18' ,� C.s 1` `�
!' �,_ti^.y i. ;; `` „� _ dy `.+�. C41 28.84 35.00 S58.31'28'E 28.T8 ae ...,,Ls t�
..><.7({4.. C76,,7 y� •"z ''•. '�.. ® ,..,%" ,^ ut; < !•b L42 631°46'41'E 19.42' C42 4.27 524.56 S83.Ot'07"E 4.27 LOT 34C 0.53 ACRES Y \�
1�...�..�- '..�''l`2�'I ©01Y• ...�,E-Fq• .� % .G O 7L r'$,51+1.^17'� G.
" 1tb4 L43 631-48'41"E 74.45' C43 109.92 624.58 BB9°16'18°E 108.72 •a. f �` 111 L t,
°`� ,-gyp ^`}�" \' �ci'® p'�5y, m•. m ry,,p°d^,,',1"d os ;o 1"112 <.%,41i L44 S31'46'41'E 18.07 C44 163.53 524.56 N75'48'43'E 162.88 LOT 95C 0.42 ACRES '�t(F 11f11, /
COMMON 1\, �'� <� r�d� `) ?p + n }SIB A3�d •• 1• L45 S58.2028'E 100.11' C45 122.84 580.00 818.2T14^E 122.81 /
L46 531.53'16"W 49.06'
B gg _ \ 3 r .S•y 1� 7, - LOT 38C 1.40 ACRES
SPACE , 7 �o �) Cf -.:i -'O 4Y Q ..�1og
y 66 y tP g C46 zta.ri zeo.00 814°3839 W 21a.11
\\; lu ^gs11 4 ® of . -4-;.�tp. eti„y �1 A6,1gE ! Y?;. (�' 1g..N 7j .. O L47 507°31'391V 68.89' C47 8027 280.00 545°2809"W , 80.00 LOT37C 0.52 ACRES
`\ i''' it CP' ,p O `, ` W@ 29 :, 'A 1g2 ,�y L49 s07°31'39'W 82.09 048 182.at 220.OQ s32'4a'at'W 1n.85
W;• ,p 0 ? T� ' 1.25 % 'S 96$ g1' �, `1 ,\01 C48 14.73 280.00 B68•D3211N 14.73 LOT 36D 0.38 ACRES
or�, �J' ^4� +7+Y _ + ..41,4 N \. M 1gE $ '�J r" l L50 SO7'31'39°W 80.42' C50 49.54 380.00 1452'49'41T 48,51 LOT39D 0.41 ACRES co
�` g + v°;• m G \ ,Q y' �•• L51 S07°31'39"W 21.45' C51 71.90 320.00 N50.OT33"E 71.75 Q
z n '< e� <r S. L133 99 L�71, �', • e•3 L52 928'48'bd"E 23.69 C52 8021 32080 N38°30'29"E 80.00 LOT400 0.41 ACRES ,. k-
V\� �+ < n y m , r`y��'�9 4'1a� '`� .06 L53 560'50'48V 17.39' C53 143.81 320.00 N15°2T095E 142.60
�j 'rn.,\. 7 J='. b zF F l:J � •o ° i9 10741E 0.41 ACRES co
"1521'41 .�i a\` ��1�: gp:•.:4, ,� any 1 �j 279�� ' �m \ '�,, .tnb L54 627.44'34•E 3987' C54 18.44 320.00 NDf'SS39'E 18.43 T
lv �, y h y,,,n $ �+• ;Q, , 11 t,4) ' m:.1 0.0 L55 627'44'34"E 85.97' C55 180.17 380.00 1435'30'37"E 178.49 LOT 42F 0.38 ACRES N 1
g00• � Y ® .� �. �1. L58 S721205'W 16.52' Cb8 136.43 980.00 Nil 38'31"E 135.70
,t z{ N 0 ,aN.Vc L57 S72 2205 W 27.80 C57 23.66 1187.69 5001127"W 23.66 LOT 43F 0.41 ACRES
LSB S33°11U89N 83.19 C6B 9.72 1107.89 B00°3l'43'W 9.7T
2?R 10 O .. '�rr ° y,rt, A+L� �+, I' "f q' $ O R ..1•*-'' "-.�W ' o \ \ U
_ .� c �j ( 059 100.55 1107.B9 903°2231'W 100.53 \ CO':r +, 143 a 8, .p ee2� �t,.� . 6'r \ y <,q\ Q). tq�� L59 833°11'68M' 8328' LOT 44F 0.49 ACRES f V
N�°1320 - N73'36-TA"1AL-- _ -- ,�•a2`` „µ 1 2+�` '1 A 5^ o m 1,:,--,
� N `tJ�,.�^ ' �y$0' .�, •y .. c7 i t1 L60 SOW-00'11'W 20.47' LOT 45F 0.44 ACRES �•�^/ ' y 4` 1 ® ,cF` C60 100.04 1t07.88 eoa°34'09'W 100,01 CQ
ay '. '� Lei $W 00,19N 13a.39 +'
-- `- - '51408 ,,,1 `'.C} <. °® ' '" /�� ®Z A. /�� '\ +� L82 N82°04'S71Y 21.82' C81 ,00.34 110T89 S13°46'Og'W 100.31 CO
C+1A r iQ N.b :J•-. .1.13 y<S'~>\".,,`J s e, r 'eJ 3 'L� .' L63 N76'1825'W 50.09' C82 80.07 1187.9 S03°2408'W 80.05 LOT 48F 0A5 ACRES •KrQ
83.27
LOT 47F 0.68 ACRES 1' '
o ,? o.�e <2 el0'' $ a. a i. • L85 308.07'93RY 19.39 C84 77.66 1187.69 815.24'10'W 77.85 LOT 48F 1.7E ACRES X W
CY� ! F,A° .. .. '${ '`, 1825`J.' 0 184 N61°SB'03"W 27.53' C474 7T.68 1107.69 611°21'31'W n.85 /!1 i\ 1.-
80
80
37
'Rt.. e ; 13' r. T •t I. \ Vary\ 8O° •• f•'' �3 v,
'31
GN _ 1.40_+; �1.16-- 0 S`S7 '- g, Q 1q,•.._ �izt} 197.01' 1 :,0 Ba Z. e ,g,'F 'ch L32 �• T� +y °( i l�5 L88 538'59'34•E 68.79 CR 81.12 11B7.88 519°1160N 81.11 r,
2 2 ZN't _ ��` •,�' Ti2 $M BA g N y'h � � k�' �' '^N - L87 S132'33'03'E 60.0°' 48 OM ~ N
Tr" b°•" _ •� Q p N Q - a a a'\ , 5 ACRES
^•L '16'25 - C87 8228 1187.B8 523°,727'W 82.27 LOT 50 0.77 ACRES fl _
I.E
' "150 / 61 831.56' ' o z4' Y 'in ga ��3\ 257.53' ( ': �a l'1n_ V
1� .. to N \ y L68 881.58'2TE 100,00 ceB 101.49 1107.89 s16°b8'18'W 101.ae W Q v/
�+[� \ L69 SO8'1049W 99.8V C69 73.as 1107.69 823°307SW 73.85 1
"' �Ln N c��'N $2 00 �" , < ^417 N80°1526°1N +,f - L70 SOB•0629'W 92.40' C70 29.39 580.00 N29°5T56'E 29.39 LOT 51 0.69 ACRES t - O
�Jr' o+ 00 1t 7p , r L71 S82°09'°8'E 74.88' C71 222.53 580,00 N71'31'20'E 221.17 0
-
.44
d2 ;,+ N N off' 90�6 �9G ,._S• A S 323.8}a .., (� CD
L72 S07°2T701N 91.61' C72 3.89 i1B7.89 S25°1978'W 3.80 LOT 52 0.5E ACRES n- v
'!O L73 581°31'20"E 713.75' C73 225.88 620.00 N12.68'2TE 224.09 Li
a, L74 SOB°0492"W 81.38' C74 82.81 794.54 NOt'44'01"W 82.79 LOT 53 1.20 ACRES .>✓
*a�° 0•�'h ,��' haw Ci °fie ^rry+ N 112�5 '.1.1 J L1� 1,, °,6'25'^N L9 :�
..1 '•N i. C, N `'' 43 ,9051•-. ;1500 . -- ^�: �2 3230 Cl, + \Q j
L75 NO6'S7'31'E 39.49' C75 74.58 734.54 NO2'2740"W 80,98 LOT 54 39.73 ACRES r�^•� a)
vL76 N57.54'13"E 15.60' C78 81.00 734.64 N08°2545'W 8696 1 1 e' 19' ./ ` go 3 Z$ O 5,2. N61.1g•,7"W 1.92 a
r Ui 77 1-
fp
15A 502,L' $+ �p> 278� �.' � ,, 6 L77 N08°57'35•W 17359' C77 80.12 734.54 N14.43'46°W 80.08 LOT55 0.74 ACRES fp
y 178 N63'180314 91.07 C78 8t1.21 734.54 N20.6857'W 80.17
2� w
I% ,1.5g - Nam• `[y > yi,� 6'i, gq°3325 \ ` + L79 N2°'26'2BYV 141.71' C79 8128 734.54 N27°18'S0"W 81.24 LOT 58 °.SS ACRES �,,.{
� AA _ 16 `�iy '<233e4' \ L� L80 N82°58'03°W 96.66' C80 57.79 784.54 t•8)8.04'S5"Vr' 57.78 �°•4
19 •�
5"N :. ;`,j 4 LOT 57E 0.56 ACRES
1AA qr °3 Z Lgt N59°OT279Y 115.9T C81 72.73 794.54 Nt0'4T17"W 72.70 G,� 11 1
i. ��y ,1',.....,.. •© i L82 S56°33'4T"W 137.93' C82 181.10 794.54 N79°13'OS'W 160.82 t!1
>.'A •, L " !yo 9'25W�, 09, :• _ L83 S56'33'47'W 148.99 C83 64.12 794.64 N26'68'43'W 64.11 LOT 68E 0.64 ACRES W O Cl)
_ LOT 59 0.53 ACRES Z J "4"+
20 J
64 `:,� L84 N48'399T'W 29.09 C84 58.44 79454 N31°02`14"W 58.43O
I. ,..55 , ' 1784�'ap, �al C1 - $ L85 856°33'47"W 11.06' C83 157.98 784.54 N3a'50'T4"W ,57.70 ni
2� i,, =-L,3i, 5tA7• c� 14 To q��..55 0 L88 881°54'S1'E 108.08' C88 157.7E 784.54 N50'13'29"V! 157.53 �„_�
E .' SjLOT 80 951 ACRES
43$ �19^t1 }1863122Q -'N82°31�,"w :'.' 2� �6b•�pS L87 S81°54'51'E CST 137.70 794.b4 N805743^N 137.53 LOT 61 0.49 ACRES I � C
q L38 S80°46'D2'E 118.71' 088 14920 734.64 N38.18',ff1N 148.96 `^ 1' +
ly t<; 196.0g' Y L89 960'45'02"E 132.44' C89 95.05 734.54 N45.4T44"W 94.99 LOT82 0.58 ACRES (J) 1 7 I (f)
is
Zp2 -„,r� d O '� La° 3574502E 148.13' C90 99.71 734.54 N53°23'29°W 99.63
Ti" L91 600'16'38"W 58.65' C91 88.00 734.54 N80'38'04'W 85.95
A1.11+, h� , I ` L87 C92 110.84 734.54 1488'18'41"W 110.73 LOT 63 0.49 ACRES
g9
H ��43 �Z ` N72`13'26"W \ LOT 64 Os2 ACRES f<
L92 580'45 QZ'E 154.35'
r L83 580°4b'02'E 163.4T .V• 221.75' v 1 lit.
_ 094 76.75 794.54 N88.34'29W T6.7T \
t L94 580'45'02T 149.54 LOT 86 0.87 ACRES
L' Fb4,s• L90 Sa0'45'02'E 9864' C98 58.68 794.54 N77°10'42W 58.67
`+�, N53°4/08, 06 ., 4.4' L98 S80'45'02"E 98.84 L(7788 083 ACRES
gj 225.g8, L97 N29'422E'8 80.51' CO7 11.89 680-00 N79°4T57'W 1189 , . .
-•+ tLLOT 87 127 ACRES 1
�tF1 +. 7y 53° M ! L98 t�94298'E 80.51' 088 56.46 680.00 N83'09'S1"l1' 58.41 •
1'+ �o, u 2�b8"y�+ri•' p1 `b•�p1 L99 NOS°5T47'E 72.29' C99 80.02 580.00 N89°54'15'W 79.96 LOT68 1.59 ACRES `,
`� L100 NOB'57'47"E 125.03' C100 79.14 580.00 682'14'03'W 79.08
1" "' %off "�+ N53°�5, / � /� L101 Nil`21'39"W 88.78' C101 80.17 580.00 374.21'56"W 80.10
LOT89 8.02 ACRES
-••�Z a N 1� '11' Oj _!i' L102 N77°21'39W 88.78' C102 79.75 i 680.00 S88°28'00•W 79.89 LOT 70 3.79 ACRES \
Z 3' 0 .-7 8 L103 N1721'3914 25.85' 0103 81.65 580.00 ' S58°2941'W 81.58
7 B✓ 5 - , NJ L104 N°4°1544"E 35.18' C104 24.81 680.00 553'14'11•W 24.81 LOT71E 8.31 ACRES
87/ /, ,�`'4 "[t c5°38'26"E L105 N54'37'08'E 31,28' C105 267.94 1720.O0 N62°40'18"E 288.39 LOT 72E 9.39 ACRES
L108 688'18'01"E 74.90' C108 442.60 520.00 S76'23'4014 429.38
L81 L L107 588°18'01'E ,23.OB' 0107 238.97 780.00 N80'4251'E 238.0g
,S e •t' m f 1- LOT 73 1.22 ACRES
i S, L108 580.190,"E 196.13'
,. S68°49'45"E L1 c g. Ct09 295.12 720.00 58272'2�°E �06 LOT74E 0.58 ACRES
.. / ,,, °� 1< `�" L,09 N81°26'10"E 192.08'
580.09 1 + rn / m
i <J, 1.110 688'1301•E 172.60' C110 320.00 663•6729E 193.57
' 34 S81'5g'A4"E �,Lg5 i_ tJ, LI I I 588'18'01'E 16.32 C111 320.00 836°15'44"E 112.14 LOT 75E 0.67 ACRES
`.1 •1 5,,.44,.--1-"''' 153 Z LA OA' M L112 588'18'01'E , 170.15'
/a �, 1.. C112 35.00 803°2948'E 28.88 LOT 76E 0.54 ACRES
v W m N81' y.. ,� N o L113 N79'9944'E 218E9 C113 50.00 N04.54'44"E 24,84 --I
chi k -- Ot�j 1° 235' 4. b•'•1 ® - N j L114 SOQ831'51 RY 100.°7 C114 80.00 N50•2T3TW 65.76 LOT nE 0.81 ACRES J
lo k� w \ n ` ,,q•ry d p 4 s F 1 L115 S00°31'S1'W 17.33' C115 50.00 S85°47'24"W 38,50
L118 S00.37.61'W B.3B' Cit6 50.00 321.76'48'W 37.25
S8}°�27 E O StY �3 ,, O ' L12 L LOT 78 0.85 ACRES
k L117 N14°2908"1Y 10227 LOT 78 0.43 ACRES
:• �p� Ci18 .' 3b.00 N4Y3'02"W .73 1.11
410.74' d CL
5 d1 'SF-� j <,�, „ - L118 N73°OB'04'E 217.44'
•
S8,��27"E L78 ��°i1r�'� fir, ' y1►b•s•�� \' 01-. ' L120 N86°36'STE ,65.50' C,20 380.0° 336°36'60°E 7782 LOT 80 0.43 ACRES O
\GTE CV"-
-
W =2 •° .' anry ry fists E -' ' -e C \ a'•� C121 380.00 S42°57�"E 71.85
oy vs ray �� "� 9. pti p� ,',t ;2°03"” Sg5°3M11� �', \�vL122 N43'22'19E 98.75' Ci22 380.00 853`51'63"E 73.80LOT 81 0.52 ACRE9
�+? `? Mi:::: ,^ �"" q`l' _ - L7 q0` d" LOT 82 0.82 ACRE9QI. PLANS BY STILLWATER ENGINEERING, INC. ARE o � �{ o " ".,.� _ s4°""� g61°31,e75 a �< 2,2' L,23 h,4°z9 Y B4� Ci23 380.00S84.21'S0"E65.17 (� d'
r jo• v L124 559'43'2Q'E 2824'
wt C124 380.00 S73°7T00"E 63.02 LOT 63 0,73 ACRESZON $ p �."*M '' L73 �3.0,'03"E °;" ,\ Lt25 s5s'43'20'E 83.3'J C125 3g0.00 380°71',a^E 38.5,CO A 2 o ,i - _ :v". 234'`' ''• = ' L127 S72°1043'W 71.74' rz W N;i•52' fty. ' S Yl •,� - L126 859°43'20'E 66.54' LOT 64 0.40 ACRES
BASED ON TOPOGRA I-IIC SURVEY BY MAIN �' L6', ?t• 0,2E 780A0 N85'2037E311.48
;`. \�• `S4,?° 150. Cbyi' �,.•' • Cf27 1170.00 N10'0949W 335.01� ': '' ,( � �'f8• `�`\... S �?yC`�i�,,��� Y9 Qy ��" 1A i. j L128 N18°22'41•W 18.85' C728 230.00 N17'5B'231Y1T,40LOT B6 1.02 ACRES
STREET SERVICES, LAST REVISED FEBRUARY 19, �= '-� �. 10. 7y°Ry) 5'• �, L129 N18.2741'W t0.6E' C729 1230.00 N12'93'74'W 214.99 O2007 AND SURVEY INFORMATION PROVIDED BY 3 '`� '� ' ULOT 88 0.87 ACRE9OL130 N1B°22'41'VJ 29.40 C130 230.00 N05.40'S9W 79.73/' LOT 87 0,55 ACRESN �i r n .vi1Ar `�F G \ ++�O O L131 N�'23'07'E 89.67' LOT 89 °.6B ACRE6 V�J9M, i N �\ �...� c �Fb •g$ �, ® ;'1x e• ., '� f?7 L132 NOO'23'07'E B2.87' Ct31 1230.00 N01°43'12'W 90.38 = z
DENNIS L. MANNING. ' N .b., _ ?, C132 „TQ.OQ N004555WJ �.98.. +� L133 S8B`01'39'E ,R2.85" C133 2364.08 N87.22'38"W 183.18
L30\"" 505.72' g, h \--a'.► \.: y6lfl+ = _. ,.:` •!®7ge7 ?°� W Qyt• L134 600.0543•W 105.15' C7 90.01 2364.09 S89°33',8"V 90.00 LOT 89 0.75 ACRES \J\J /185,27' ? .86' \ \. 431E �^ '• • `$� 0` :+ o \� L135 N85`2T13'£ 56.15 C135 90.11 238d.09 SB7°22'20"W 90.10 O � O2. LAYOUT PLANS BY STILLWATER ENGINEERING, •32'15 µ' = g1'"�' 1" ` L136 52718 M'E 50.87 C136 34.12 2364.09 355°5701W 34,2 LOT 80 1.13 ACRES U
504.88'(T'OTAL \\ -°\ 15D.00' c E `';�'•♦• 1P �i u� \ a
- 378.88' \` `\ j gg1°50'O6" , / ., � L137 621'18'04'E 37 X+ , C137 78.14 527.77 N89'41'47E 78,07
INC. ARE PRELIMINARY AND NOT INTENDED FOR e, :-.• / ry 4 LOT91 0.70 ACRES
;il . .\ 15g.g1' ry h� L138 N2f`I8U4'L4' 272P C138 117.08 627.77 S80'07D6'E ,10.88 UJ '7 W r(v��ry� ,i ,2Fg .I gd',(o J` by L199 N21.18'Oa1Y B..E3 C139 41.47 527.77 971°4519"E 41.48 LOT 92 0.60ACRES L t, vy
~ \ y�_ C+S A` j !` �+°q , t• oS ^i 'l It, L140 55527'13'W 35.1< C140 138.82 275.00 560'18'19"E 86.24 X X 0 LL 1
RECORDATION, CONVEYANCE OR SALES. �\ \ l y c� \ a 4 , SF�5 Ti t31Y 6.80' C141 91.32 275.00 64191'38E 90.80 LOT 93 1.14 ACRES
3. LOT LAYOUT SNOWN IS PRELIMINARY AND 42 N80°D6'32E �.46' Ci42 5,.42 275.00 326°3927E 5,.34 ^
, +�h �' ./ �/ , \\ cy L143 588°44'43'E SB.58' C143 27.55 35.00 801'14'54'W 26.84 LOT94 1.52 ACRES CL T /^y N
NAS BEEN PROVIDED BY OTNERS. % f. UJ L_J
L 144 N58°31'25'E 7.2T C744 53.35 80.00 NQB•48'OB'W 50.85 LOT 95 3.15 ACRES 1r ' `
1145 N58°31'25'E 59.13' C145 47.7B 60.00 N84'4743°W 45.98 U ��
\� � '�� L146 N80'28'11'W 39.62' C,48 48,68 50.00 SBt°t4'00'W 44,f30 LOT 96 /.24 ACRES
\ \_ ITZW O
/-.\ N , �$ o /` S3y5 ` ,�� $ L147 N82°26'11�Y 38.5i' C147 54.60 50.00 SO3'16'29"W 51.92 1-6. 0 Z
.t4 E23 0'�:•, <'q,B•O,7 �• a ti L148 N89.28'11'W 50.49' _C,48 3351 5C.M 547'12_12•E 32.68 LOT 97 1.49 ACRES M
>^_`•_ 2 _ ,i' 'Qy. `VA L149 N89'26'11•4. 28.85' C140 27.55 35.00 N43°61'03'W 26.94 v,
// O' R' L150 N74K1'38"W 26.43' LOT BB 1.79 ACRES Z 1 4J
N �� /// o ..qn.i O c� C,50 24.84 326.00 323°29'2TE 24.83
//� (/'-�, /f� S' L15' N74'2,5B1Y 34.01' CI61 77.31 325.00 632.29411E 77.12 LOT 99 1.87 ACRES
L // % I 1 vq� L152 h74 2,3811 25.6" C152 65.59 325.0° 845 OS08 E E5.42 LOT i00 081 ACRES/� I' ?q) 7 ,SA3�,,,,1.1 L153 N28°2 f'179Y 39.18' C153 61.84 325.00 358°18'48"E 81.75
L,64 N28'21'179Y 23.80' 0154 43.90 325.00 585°39042 4987 LOT 101 0.59 ACRES
DIRECTION 0 FLOW ,;,` �,:I g37°14S L755 N26'21'1714 15.•3' C155 74.19 6n.n u<'70°,2'27'E 14.i9
;� 1.156 M1'28.21'17'4Y 39.09 0156 91.24 577.77 1375°28'05"E 91,15 LOT 102 0.57 ACRES
FFE xx.x' FINISH -D FLOOR ELEVATION / m 15���
.44
a�, _ L157 N58'4944'W s8.68' C157 90.09 577.77 884°2513"E 90.00
¢e'y 1 a d L158 S84.53'49YY 43.78' C158 57.01 5n.77 N88'18'49'E 58.99
LOT 103 0.87 ACRES
�� .N ? N ;o-m ,. 15 L159 S89'ST4131( 62.BG C150 71.41 2314.09 588.2D15•W 71.41 LOT 104 0.65 ACRES
// is ` �, 10 L160 Pi31.34'S,'W n.03' CiB° 69.87 2314.E 988°20'03NV 89.88
xx - EXISTING CONTOUR // `; � 11 � ; 01 121.88 ;;:� ° 25 .� LGT,� 0.69ACRE9 W
-- PROPOSED CONTOUR / " L183 N41 2T56'W „2 LOT 106 0,53 ACRES W
C163 12.47 280.00 309 W 48"t 1247
L184 h'47't O'25'W 33.65' C184 17.28 25.00 S78°1T?S"W 16.92 n/
�/ 1 1 161 3 E, } C165 21.96 26.00 53399'22 W 21.28 LOT 107 OM ACRES II..iI_
3 40,678 EXISTING SPOT ELEVATION ag°4�
/%/ ?k2•�.3� g ' LOT 108 0.48 ACRES ■/•��
•9 °��. LOT tOBD 0.25 ACRES A// ,
i e // +, Of ? F LOT 110 0.31 ACRES ` ... LJ/ti ''� ...
* 36,64 PROPOSED SPOT ELEVATIO\ 11. b
i LOT 111 081 ACRES 6' ti
c� V \
I N f fa, LOT 112 0.34 ACRES '
M LOT,13 0.31 ACRES
LOT 114 0.96 ACRES
POWER POLE ,• 7.
F
7.4
W
^w.., Sp A! N LOT 116D 0.31 ACRES C) ,
0 SILT FENCE
CL LIMITS OF DISTURBANCE M" �
�q, LOT 118D 0.30 ACRES +' ( q a
'Ot LOT 117D 0.�ACRES
~/
Y,dSA� LOT 119 028 ACR ACRES O
u ROC < CHEC '< DAM
- " - - ROADSIDE DITCH e 5,�
N, LOT 120 0.22 ACRES '^
TEMPORARY DIVERSION DITCH (NOT US-�`) LOT121 D.57ACRES V/1
LOT 122 0.26 ACRES ��" .a
1/ LOT 123 0.31 ACRES •�,�
q_ CENTERLINE
s;�, LOT 124 0.34 ACRES M _J / O
c c LOT 12S 0.38 ACRES -1\ /n1- V
O9 LOT S ..--" LOT 128 0.36 ACRES t
. LOT 127 0.32 ACRES •.
ST#X SEDIMENT TRAP 5�
\\\\\\\ LOT 128 029 ACRES 0� `�./
\l LOT 129 0.36 ACRES Z
LOT 130 0.31 ACRES
b VEGETATIVE SWAL= A-A, B- B, ETC. =
LOT 191 0.58 ACRES W W (f)
S.D.T. 10'X70' SIGHT DISTA\CE TRIANGLE LLLL.
LOT 1328 1.06 ACRES �' z
LEVEL SPREADER �5 LOT 133E 1.36 ACRES
:::::i LOT 1348 1.96 ACRE6 O I-- V O
LS 1�1>'
�•=:;; LOT 1358 2.51 ACRES
LOT 1386 1.53 ACRES (-
PROJECT# SHEET
y OVERALL .RELNI\ARY LOT LAYO..T LA\ LGT,�B 1,99 ACRES
y 4/
44 404/401 WETLA\ DS DELINEATED 3Y 01 ERS 0 300 600' ',oc LOT1388 0.71ACRES E-as-�s
-.,,: -= - - LOT,39 0.86 ACRES DATE '7
STAN D I\G WATER SCALE' I" = 300' L0T140 0.64ACRE8 CALF
q
jjjj ////,„ SCALE 1�� = 30�� C 014
LOT141 1.19ACRES SCALE++'+ LOT 142 0.53 ACRES SHOWN
OWN
DRAWN BY
INKS of

4•11147"11 1 I 1 \ I tA\'
I
LEGEND
/ - .- - ' I I - ... E
A I 1 tvw I w, gal
7*A\\ I 135 tit) "III1/391 P. )
• ' -.54,\\ I ma ogwr ,,,„, 7- -- _ ___ ---i- DIRECTION OF FLOW
i•
1 \ .• / -- • .- . .. .i., , ,,,,, ,21 / - - _ _
FFE XX.X' FINISHED FLOOR ELEVATION ,
1 1 .. ...
I . _
\
341„..
1 i II EXISTING CONTOUR
\ -":-.1.1-11111111r4111111--
.
lerwrr-rn -!--.0 .
5b\\ 'la - \
\ \ 0 I I / -40(---- PROPOSED CONTOUR i s.;...c.n.
- .p. g -01— - Eni"on 1/ 41
/
I
ti /
'F1 3f940.678 EXISTING SPOT ELEVATION maga 1 I o
\-----7111P....1;'7.-. ....• ,e,\ 1 1 / ,....AA.,, I I,
/
\ ,
I I * 36,64 PROPOSED SPOT ELEVATION
\ .•\ ---\--....... :it...-. ..)...\. .... .A„ ,.. 1
...
IN I r-• •
• `', a' NSt 6. I i -fts4R _ 'Xi 1 - W
/ L. _ cc? POWER POLE .11fr i ec
,Iiir I I
/To- 1143-I 414,4 1
. 0 SILT FENCE ,..... 411 , ...
I - - '--- ---- ---- -1 „
a. LIMITS OF DISTURBANCE i / 1
Jfl \ 1 /
,.,„ ,, ,170 / 1 I /F._. li / I / I
(e),
)... ", / /.. „. ,,, 9... , .1
(....,,,,"1
IL" \SIZ5.74.\ iii se
\ ' 4).' )
, , ",..
\,,,it74.4 ''') '';,--- - ---- '",
Mal pm MR :
2//
Ma ill _ _ _
_ ____ / 11 ii
— — _ ____ _ _ i I:
cii
il
i . . .__. . . _ I-J ROCK CHECK DAM
— • • - - — ROADSIDE DITCH
› TEMPORARY DIVERSION DITCH (NOT USED) . \-1 --
)
\ FES W/OUTLET .1 t.i 1/1
\PROTECTION
ilim''' '
-'›IPE,, V
-1 1
P II
iik,,, ,
\,/
, ,
,
• .
I
•,,, 4 10,..\ -,,, II i - 4 i 1: CENTERLINE i I
,
1 \ • \ ,/ ..\ \ \
s„ z N'r.,.
i / \ 1.----/ ( i _ _
i 0 LOT #
20'X50' 1-- — --\
_v4- - - - 110 .
i 1 ..,:•'70% -
... 26.• cre , CP .
—
1 \
\tun I t , .. .., e,
EASEMENT I v
I \l/ , 4 ST7--- - ---- i / I ST#X \\\AV SEDIMENT TRAP
- ,‘‘‘ . , ;.\... PIPE L ',) i I killilli \i/ ,, •.. . _ _ -
ill
1 1 I
D.EU.E. \ \N: I t / / • I . ...
4. — VEGETATIVE SWALE A-A, B--B, ETC.
i \
\ \
i ' i / / I I / I • i
\ '
I/2" / I I
i 1 I i
I I \i/ ' //2 0 \ • : ( \ - 1.1 0
'S.D.T. 1 O'X70' SIGHT DISTANCE TRIANGLE 142 114.-
I \
-, ! 41" 4 --, . ____ . . _____ /
"5
20'X20' DRA AGE • . ,AS T
\/ ' \
\ 4 ,' ;•",','
Ls i'l!:: LEVEL SPREADER - ... Ii____ _
ii 1 rto r
.f')5EMENT ,, ,N \ 124s-
\, 9 - - - - --,I Il
I I /I/ I N.' \,/ \,1,/
.'"• ..:•• ------,1
/ •I 1 I X
i
\111,:\ 5.54\ I cr) <
1 I t .1
I i
r- ) 1 / I 11 \ ,
'' -. : 404/401 WETLANDS DELINEATED BY OTHERS I 14 FEqc W/OUTLE i . 1 1 •71- LI-•
I \-- , I
N./. .. ,
\ \ I i I dik PROTECTION '
stir-srpf
i
iN. I 1 I i Xt‘en r---• CL
/
/ \ \
...,\ i I / 11
>-
47257 \I A k \\___. -., • i 711 k ri i STANDING WATER i
i / / 1 1 I II i 12/W 2 c°
.,, iii: .i .------, :-...10., 77.:4:411•I'',''),\:_:_ a 7i...,:i..„-------- do: ; :
ST#39\ilg 0141 ..,,::I.
\Ar. '
\
/ . / / I \/ \,' `,„1/ \\,./ 11111N4) z____
i 1 i ( 1 0
g I n i_E a W- . s 1,71 7,47:41 7t 41''• ---- 1 I X D ILI , t
,,-, .„, ‘
' 1 (0
\ ‘i
' 7\
I/ ll \v/ 7 \‘,/
4 . d I 1
N _c
\‘,/
- -" -. N\ / Lpi....
,---1 „--
h 1
--- Sit - li ii it 1 i il g'ip 1 ST#31717-, cm
---
_,---\
' •-c
, ,,, c
" +
\
III
4- • i " • ' .... / X I
\ ,,,"-- „.- \ \ \ /1 I / Ill ij • • ...elik 1 , I '•• Ill e 1.7c.,- el. 1 I
• i 9 i i c
\\74.414 ...•['----.'„....., ':'_,::.,.--144.,-.\;‘,.1,
' EA .; . 5,4 I i -
-----.4 Inftimiir.,, 4 w, 4X10 CONC. Ill z I-
. -- -
ISLAND- I
\' C: /4 / if \\./ N\,/ \\/ 4 • t*E" /' • INP:mh...07,421 .0
WITI-4 GATES i
PIPE P - i-I 116' 1'4- zfr'ir(11111-14:1°1— 11 I // • I 1/11° , :
11-1 0 22°)
k_ 1 . I i ii I /,/ / •-.,.
Til
I ,
) 1 1 - - 0 . (0 , PIPE S ( 1 ( 1
1 '----.
..---
\ ,• ,,,, %, \ \ \ ,,, T4•195 •• • C,- • , V / wo
, _ ? _... , . ...
__
_ ..... .., # . 1„.liallit., -I 7 Oz cti
_,,,
\ , - 1411 **------- --_, __
in ..ii i
‘,/ \/ ,....,
/ ,
'----- ---' 149473
J fl • \ e
-T--- \\.. I • /
.--- . , . . •..,-.asra-.
-7 ---- -:-',..---- .:-------,<- ' - -
• ,,/ / c4.- ..-- ,,„
. /----•/ , _---------.2.--'---- in I . -4.'1* ..1 I , ,'••- - 1," \i/ \ 'I \
------err. , ..T- 44.• , . ,....---
\
, 1
\ 1/7
•--
.-\ .,-- ., v- _---- : • " ST#- - ' -'.„ .., : \ , ..
, 1\`,/ . .,,.. „---• ,.. ,,
„. --- . •, '•, T-47:9) • 1;:"-------•>--111k#107-01114_ir: -)or' _ t"."1,_ _.---- ----- . 1.4.4,90. \. \
•
/ 1 • • • -9° I ' \. I
•
b
\.„1„/ \„./". •,.___I /
1 li,„.......„..........:. 1
1 Z45.174 ..„........V' „............../e• ,.., „...„,
,,xt jov s;,, 44 , ... 4,4; ,„-.----- ..---"
,
49Srl .- :;:'''''
..„......--• TILI I ENT/ I , 8 \ 440). 1, Ir•
1, ••\
V.--_T.-3'. Q N ,, \l' 1„.„
20'X 0' /DRAINAeE 1 1 r :_ _ •\12-= 41 . ,7. .,. . ,
I' . . .. .
s
\/ \\./- c I
:.) •5,44,,,
1/ / i
11.,../-'* --- - '
... ,
B'
_..-
\„/
/ -'•4.774
Lr5143 V ' ........A0 C-• 4-,44\lk /•,.,..\ rN,
46.. A- I *0 II Pri 1
/ *O• (
\ I ' 11 1 DI ,------
, •
• .• )'')' i- T-4443a/A'\ 44'T,\
Tri .17- 6', ..cipki .
f$ • 'IN ' '' 7
I" \ .• -
, , 9,,,,N ."......--\ \ - -• \ .\_
,I 1 \1/ \',/
&, . (...L_____ 1 crviti
'Xf./
„....., 1,,,,,,,s, . ', ...., .• ,70.5::.; ,,,r, , 1 r" \ /1-7-44 ,/ ,g.*7/9 ./ ' • • -,,,..., .-4, .. o
-- . \;, \ • \
, -
„-- 1,. cf) ' '' ,°.,• r:1-/• -7.--
/
*___... 1.4. ' \ \ ‘ \ - - ./ ..,-" ' ,- _, i -- 1-• ei 4/I / / • <0.7..-:_ir'-'1*/ \ —I
ne N \ \ \\\ / I T. 1 -,' '' / / 64 t . .4.•iz 1,
\\,.../ ' '. ?f,•• \ - ,\ T-14 \ \_J• \ I \itlit \
r-- 13-7-73 ..7 -":4',e'-;c.7.v• ,,,-' -•-'4".-. ,>\
..A'c ,.,.,-1 ,.1% 4 e /,\\ -T- . , .- „, • co,-,,
/0 / • / 7 • Pi 1 \ .r, 1 1 D
,
o I \ 7:44,.. ,,, \,, \. ---,\ y.,.. T.4,,,j\ //,_ ---, •\--- , ,-
\ \-/ __„,„ „K „„„..•• -11419E; // .1‘ W W 0
.4" \ 1 / \/,1 01 I \,1/7 I V ,..,"" 1).•. .. '
". t• ."'' ,,, •
1 in Minla- i 1 0 0 CO\ • \ \oe.,"' tip 1, \ \ \
S T#3 5 .4-:•:.,
110 . \ c)/ r- \ -. .• / ,/ /Ir. i iird. , , , ..,
\ , ills 1 i . ' 144A°' -tr- ,...„--_\ss .„,, •v.6),„,,
. ,-" 7 •. ,•
/ ' // If / • / 1 9 \ 000)
(4 LLJ C\I
000 \,.,\...„1.. ..A- \ \ '• \-.,s, \ \ ----(" , \ . Iti7,
1 /
, , \
./
..
, 1
1 t . •
,,,,, \ c,.- •
\ .
\..... ‘• I ,TE/k).:X),:,\.I,S;Lr.
\ 4.20 . / , I\ / '• /
• / I 1 ' k LU (1)
1 1 \ '\ \ .::: , -.00 \-., • ( / .11111 0 I T C .7
7
../________-- \j/ \ // \ • /
4.4-1 " ' •
III/ ,/,- , .. ..,..-- ., - ----To • \\\ \ ss„.,/ /f(
\„/ \l/. \l/ 14.1' 123 \\ •• \ , e_., lz+-71, --- -*) • \' -9 `1"/ lam‘ ,,,,/
; \ _\_- -\-. •. , • --.7_„--- ' / iii LL._ = L 1 .„.-.7 7- -/ .--. ,,,, ,:, ' ..,_-_--- ---:?>'" ÷. \ - ---T-7- , .
, y /
1--- ---N--... .- - .- 4 BO\ \ -'-71 \ \ 1 I i I • * A. ---"*-- - --\-0---/
,,,77- __ ------:-<,..:__---- - "--- -----------
\ _.....:- • • "1"--. / N /
../
•" •
I\66•3•2 6" Y*" ..)'S. E C' . ' \ •. ; It N.. z. ' ' V .7 TO EXIST. GRADE \ \ e„,,, ,970 T•4444 1 ici-142. \ \ I Um' Z 111 2
) • .''. ,H/ . ., . N,_, V N \7
\ 15.070 7 7 ,\>.... ' \ '\
\ \ /
T17.100 /
,4299 \ \/„,\ /. , \ \ \ \ \ W Ce 0 11 I
\l/ / \44/ Ito*
....
•. \ ' i.\ ...,N. 1 v., i---- 1 1
,ii.7 ),,
.. R. -
, . ,- - --, , , --
„,- - .
.._...., ..• Ilt"44 (--. -.1•N- .----.- -''' .---'. ,__ . l'i 1"5 14aM4. "I" \ \ \
• \ \ N. I • /
14'4.743 It •. 1 a• 1 i a CN
; 1 17" .7. 7,77 '
. .] \ I - I \ i w I- (..) <
i4eAliiM. \
.\ I . ,
N -.....,., v Iv_ „, .3
7z firt , ,,, .„„, ,c._ BP ,,,7, • ) // -
,...... .-
II et ,(-1 Amornimmor- PT n ,-------. \ -, , .," / Q. 0 1:1" Z T- i
. ' . .'" ' ' '4/ \I/ '`,,ii7 iNi,, \i/
.."-----20' U.E.E • •
1 iti-t v‘kft: -....0 .-,,/,,,,,,, T44.991,4543 \ ' ' \1„ \p/. \ , ,41. i 1
Z
\/ \/ N. . I N,
/ kLi....0 idotwarippr tp_s_ . 1 1 74 \,,,,› . \\t . ..-- —---------7- ir i ---;„„,l, • / •-4016 _,„,--/w ,..--.
T5.342 fe'415 - --- 1.4... , \ \ 4S".-.4,1_1 \ \
-10, 46.1v 's" \ f!7:- . 421'1"•- / / ) 1
.1-4111r N 4-',-- •o o --/ -- // •11- ,/,-. T-5 ,..5343 ° / V
/- A" \ \
.99fP / BP ---- • . 144 if . '' / . \4/ / r -
LEASE SWALE 146455
/ ./N. fttir. -----'-'-, .., •
ST#31 " ,' If , _. . \V \i/ T- \ illeki\ '
,
T.- \j/ \./ .,„\.„,
\.,/ TO \bKIST. GRADE\/ \,./ ,4Ik .././ .,,„ / i -__ - "- -';‘‘'. • •
I I-p'-c--- -, . A T.-----T- \‘ IA , \ \ \
AT ELEV. 44.5' ,71 20' D.EU.E. / /
/ N,
- - - ----*: I l -- '14••• , - T-43418 T43226 T-46665 /•
-Ts"'/.././ „/"-----) Trirk ' .c,.--....., :Pi. ---17"1"---0,- .. ___ . . .,• limir"----- I I .--;=:---; 111-41111117-r44.2%:::)c\-----. tseed
,
. . ., ../
,ffi,.- •••_..-- / *
Exj6/r. /
/ , , T--- 7' i i --,,--••,\ i , ,,-,,,-„, ..., ----\ --,-,llg i ' '''' \' • \,/ i/ -- - -0 V \
7 ,...--• 7 , . / IA- PIP,E P ri4.3,24.,,„, ir...4 /&._„. -,,,../ \*/ \„/ .\j,
\ z 0
.4
7 7 / ,././ ,/ ,•> - 0. ci ,' •44, - 11-›- -,
/ 0 / .,- < 71- -/' i\
7 / ,,/ / , ' /)(/ _ _ Joil ilio\v, , .,
7 .--,.,1-- / 8 ,11.3 rd) i 411, li 1 1 (/) • 06 - ,i-
- - \1/ \..„/ \./ -,.,/
Q:*, , / i .4•47.170 II/
-........e- • .40010r
V 7 c-03 k
7 7 ...3 -/- '1 T.- /// / ---:11.- - 7.••• 1 / ',.____... - - _ _ _.iiii / / --- \. 1 li 0 __--- ..
7 7 T.- •-, .,- • _ -- - - -___/ / / • N'eAlir ' \\„/ \'v________-'
x/- 77 ) T.A.T4m4 .T.... ,, • ,,- ------ •.-...,_,.. , , _ d o-) __________-
c . •,,-,
7 7 , / --•-•)',--_-: --::: IT 2:-,..-i:___ /:,,' T7.,.. / r45.4 4 \t/
1 ,' \,/ T•44•• ./ / ' )-''' ''' --r7'''..,' 1\ \ 1\ C4.4) < Et >.,.
7 / /
7 Zr 14745.753•T--
,- .., „-- „ ...
,
--'-' '-'1• ( Fli lid Ardp
\
/4i 4
\
h / -4'' -T47.547 %‘•16 \/ \/ \../ \V
Y \ \ CO Ili
IST
Li(Q')AIL' 4 • 4;:i11
/:;- / (..•..",-
r'• ' - = 43 . L \\,./ \,/ \„/ \j/., \V
\ C) Z > p
\ \\ ‘ ff, < < 0
T.- ' 9666 T4'5N T443N /./ „4„.., ir\: ..„...44se90\, ,.........._pr, i
/ ' ' JVC;:; ''' ' ,T"J•1 / , /
/.. / \ .....1 i (,)
ce i
\ \/ \I/ \ /1414
403 4 /
i 1\' \/ if N./ \I '\I/ t
\\//IS
I / /
14r--- / , / Li
\
k \ \ LJJ f,n co
\ \ \ 1--
I ,------- m ---T•-• 1 i -cc -`e- Z 0
\ \
-,---- --- ,/- ..:
I u J _i
\ „/ \/
\1„-' 1, \
As. r. ,--• ,,.
\ i r'
r \../ „- \\//i I \/ ( if i ../ \/ \i/,
.*.e>, - .. ,,,, ,,,,,, \i/ \ N./ 1,1,\
\ , / ,„
1
/ 1 it
(: W W W
-24-.197 / ../ //-\ ) \ \ i T45.42 (1 /
\ i P•2••
' c) I D Z
4W57 T4516°,441., 4 / // // \ I\ \ / illi \ ./\II / 1745.64. \/ . i \1/ \\I/' \‘,/
\ \\/ I \\\// \V 1 i
\/ \ - \\‘ c7) I— 0 0
,m4 , 44 ...,:.- , \\./4 /V/ \\,,,/ / / i
..f--....--* At-i // \ / \ I \ .„ 31 1 i i , , 1 --,,,„, ._
mr- T-...
• ' • 1 i_171,,,
PROJECT# SHEET
itiss„ \\ E-06-79
i ,..1- irrevw DATE
/ / illir 180' 42 _
pr•
\ SCALE
/° • -14"va "//' \\./ \\,1,/ \\./
/ , 1 i Firs- aid sHovviN
/.0, .
\ T....
ecgi. - r I _1 _ Aur DRAWN BY
\ NKS of 22
• . . 1 ...... 0 \- )
s ,,

PP , ,...,--" ' ' -9°\ ww" -----"Iwiellir If., --"quipPP- i , / i .. .
/ ,sees ,n • ^ --'l
r
. -- \ 1 (." V X
--- -_ y' 9W - ,a.L3y -{i'S,bB ' `/,� \ \ \ f�_..-.-._ j j _ 1
-�3 _ :, „xJL� , , ,: ;•/ '��, \, \!// ` �4;� / \./' / \,.,/�. \', ( 'li i / ,
\, ,4,/
/ ! \ \ bus „9 1 I
i~ I
(''''' ,> ter \ \/ ' . d7 / f
/ 4 i7 I ,
i 7-`'''' / -*! \
'7 / / \//
, u)
z
lii 11\-
/ / I. i
//
O i //� i 1 \\\ , /, __.-. -- ;....„...,/, -, , ,/ ,, \/,-/ 1 , icor
► L�L/J
Fr
,7�7 //4441" i ,� 1 \ r(7 / ',/ JA
it.4 _ _ 114;623.2\\‘‘ /\\\\\ ,\:,- ,,,,,, \/
/ / \1/ \.// yi
IP r
_.m.iiii::;0111frogeorsriffri
wiarimr-I. „,,,r- 41#11i Jo
S79!
WO
FrEFF:Fr-fxrrEr-
�' / 4., N/lif \I/
�/it I »' � , \\/ \\/, / JJ 4 'J \ji, Jsfr + �� /,
4— ...1 'yy iimpiP:Mil b. -ill \ / N� 6/ITCr-1;---fIff ;g:,,, ..g.,,,,:::-.,,s,°?:,Iit''..-::.--::::4
/-
4- + ! �w wi.
i ______ --___ ,___ _ __ i__ „ .1r-- --;....41,r-7: - agamorafffig:tr , :1
, r‘:::..ir.,
a_ ' J--: - -6 ___4,,k ; 6° A_ 4 J.__ ATELI \ E A
\\14::, . -:--st,‘'. 4- .:.,vi
Imo --r _ - 71/016--
si;
' II ITCH :.:;" .E
/ _.... ,_
L--------\ 111
, \ _ 14752r."-- \14- • 0 1
`\ \ _.------- ------- -0 -------- .)/ I .1
I / 10 Ci i \./ N/ \/' N/ 110- (N
'q- 1-1-
.4,1 / ....41:101111fr.1
S . DTI /, \i/ ,/ ii I, 2 co
—/7- : / A 77 A \ SLE L_) T C 0 -,0
/� ,, 6 0, .
r, . co I;. ‹ (i) n:
A
• /
/\i/ \ , \, \/ ,
0 ,--- N as
) Z....
770 i i• -77,
0
A 4•••• •
ll"',Aii. al < (I)
. a_ =
(..)
C \ ,, .._
. , •
, ,
.r:
N � � r
'0 kilo/ IC1 \ N 0‘..- I/‘ /
1
111r.
S ' T.�- I
___-) II . • _,.., •
[---:--' -*Cl_ - (--, ' •
°<\
"-D'" LT":
\Ni ' N-------- SP \
O
i ''' ''', .- ___/ '''' 45 /4\/
t / / • Y)
'‘.7e11:,,,..
I (' ,/ \/ ti '__ _ ' _.._ -- -- _ �," -,... 1 r- 1,\l/ \\I/ H./ \
\ /
l-...., _ \\,/, 7- it \l/ �.
\ / \\,./ „, \\,:\ , , , ii
, ,
„,/
/ ,
, ,,/
,>--,....., ,
\\/ \/ ., \,./ \,/, -J
\1/' \/ IS:, for / \ \/ CL Ct a
i 4110 ,\./ 0 (2) co
ly , •st-
co (0 co
_I ' i( 0 Ci
/ '. OLL. > Yz 0 j
I a .."'.. Lo
(YD W z -- w �
//
' ',k1 \ \/ `,/ \/ NI/ \\/ \-------/
Z''' i CC GC 0 1-1-
W < co tO
, ,/ \ z . \\N \., ./ \\,/ \../ \\,.., , , r--- 7 r),..,> W f i 0
J / \. Z ti z -- j
LEGENDvp ( i . 1
,/
DIRECTION OF FLOW i / ,Z--- --. / / -*---
\t/,/ (7\1/, \\/, \./ \ /
N/ \i, \i, \H \i/FFE XXX' FINISHED FLOOR ELEVATION i
- I-�' EXISTING CONTOUR )) Hi, „ ,,d1. /
w
. --- PROPOSED CONTOUR /
...,----- / --"- ----,..----/ 1.1.1
0
34 9 BELEVATION L y' N j/` �` \,; l i ______,) I' �� \� �c
2 EXISTING SPOT
#40,67 '^ 406 y, T��
36,64 PROPOSED SPOT ELEVATION \�,
cap f / / ((----\
POWER POLE _�
yo,
oes U-I -----,,,, /
0 SILT FENCE \i, �, �� / 0 D
G- LIMITS OF DISTURBANCE i � / ,------/ ) z
o � O
F...5. a 0
u ROCK CHECK DAM ,\K /
— - — ROADSIDE DITCH �_ / o _ _ 60 120 180'
Z Z
TEMPORARY DIVERSION DITCH (NOT USED) ■ N 77 i o w
1 \, u \l j SCALE 1 - 601 7/
w Z Q S
CENTERLINE ej:100 s
0 LOT # • ,i, 0
; _
SEDIMENT TRAP _ = w O
0 u)
— b — VEGETATIVE SWALE A-A, B- B, ETC. - 737/S
cr)
S.D.T. 10 X70 SIGHT DISTANCE TRIANGLE _� // 1S. 22
Co _ D Z
�- �� IQ
Ls I_I LEVEL SPREADER 6 ��,
`' '— ` Sc PROJECT# SHEET
/ .''-I/C:3 1
t `� _---�� E-06-79
y y y 404/401 WETLANDS DELINEATED BY OTHERS ,S
DATE
y y 4 7- -�� 8-1-07C.6
r4PiJ
'\ , IN \ ��'` SCALE
STANDING WATER
/0/ , _ , , . , , SHOWN
� DRAWN BY
-� �_� NKS of 22
w I ../

l 1
X.-A /_ •
I
c � I \ I I \
,\ \\•,/
! I0 21\1/ \-4/ \\,./ \-1/ \,,/ , `•\'V \,/ TA-. ‘11, , PAIIIVA.7 .
449.631
1129 0
/ \j/ N/ \i/ \I :
r I4"... I i .1.
i .v
, ------- 0 z 7,-- 1 il 1 iti.1 .: ,*I-I; :.::;:iii_
: - ' gat .
\ I
$ -?
/ /
(11.1, s ---.. --' ----' )‹..------ 2 — --------- \\/' \ y 3014gir r H T oz
„s\b„ ft ,j „,./ \,/ \,,,/ r / 7,// 140497 11 t
jc)
� I I , co
,o � I I i ' • t . '
W
•
ii
0 \ � t f I CL
-----::
1 //,' I
Z f � 5
� / \ / � 3B � � 7 �� .,./
' ilf % $40I
.: , ,,,,, , , ,,,,,,, , "
1677°
atel
9 ..7� i /'"_.., J L/ter \ 770 3 .�{.p�abra , i �., / 'S. f d l' / \` ,/p PAY
Y
3.573
/ t7
_ pq
1/3"."- /''/ ,
>ss
/
24 7
i
...(:"
' — �✓ V/ .sN _...� ,7sa 317Esi. -' ,.saA ! • ��''' \`'✓� .� / //// /// •/• /
/
/� 7t , -? - _._ .�r!� �```�'« , ���cf�e,�
' •#\Voa s a • }
/
•,v' /. / /.•/' \ /1 / .
/ / i \
00
\� \ f �/ \L ••pp \ '° \ C .� I �h tl1:..."'i / •
` /'/ / j� ' f I IIri
• **114%. / 7 / ,7,\,::. . / /,' I / 4.
vier
(�--'4 ' . 144 N \
:t\ o J ,•50 s 1� '� / f / •�
\fir `✓ \/ \ \f \,J ' 'N./ \t/ r \v ) /�,i B ` / /' f I �„ r- Q
/7 f •
.-t� / /i f I >- U C`
474,
i \ _ ., , ...,
f CL \\_...„., / /� ,,�` f • i `,///' i I i f x0 D W N m
4
\\, ' \l/ \\,/ \./ \‘,/ N/ N/ N/ /. 1 / /
co
/ // '-"--\ \ // _ �/ \ri \,„/ \/ /jR/ / ' f ifs WO, , orit : 1 `
�' /.-;.
o a f cu
-- __ — // 1 / /* / ,.1 / y ,014
1::::S., ..i.:41:._:N. ., ts,‘It "01::Ire#3 I
i ai4fC(''. *.r 1<1 1 F,
444I
/ \/ N''''- „, .„,
\ \ \l, \I/ 144.96: / \.� // ,..,,,, „ ,,_,_ ,i/0 *;TM' ,. • / \/ I I
1 IJ�f �'
..� 18 21 i _
z
l---:11/---/' 164
\ —,_ G� �j' i / 11 ,n i -- _� I f �* ,� 0 a 3
\__„/ \ �'�" \ \ " �0 ,(� /i�'' r �l ! I f (f) 1 G' !�
- 1/- /,, ,,, ,....p ,
• . / I of
‘IIIN I
IC . i \ \/
i I �. It1/ ! �
/I
_.... ----,, \._
\ , 11..4.4 ON
o
z41:11.:
t::
--<\,/ / ,. . --if ; ft. ..,
, , ( \ \\// i,
\\,,, z- .-.„71 c --\- —
,. 944464 fr4.744.__. 1/
//''VI'. ,1•44ifit .. , \ 4----. ,____ ..._ ---••
• / 7 ------- 4' . 4---,
54 -\\/
lOrri
Air
yl
\\ \ aq�",�" \J J/ ems• I 0 a \ a fdo \ ` \ em, `
\'
11-1
• -_ \ „gyp l ./ IT_ --1
_�. f" I d a sll.�a O J ! \ ' /
-4:
k.
\\Ks. ./ \ 7/1' dt ' .\ \ \
--,..,....., •
///tirr-
_� .,,., `\ �� \ J \ -\--1.7""
I K F^�!L r _ - "\ ....� -P .'n.__, d d i 1/ .r"" ` \. 1, �• -SP;� / I 1 �`� �"' , 1 0 p :Fr/ / /1 ~ — \ • / ( ?L .. t '' i �a3! 7-\. --:.
�, I: ((�/ i' — \ \ f / -.� �� fI \ • 1 ( W N
-7:43a.. .'''71
f'' �— ' �� � _ — — �XI�T - = _ _ /i I _�' ' r - - \' / r \ f`II% \/ (.)yit
7 ry:
11 �' /\ Col ,,,.
, .
,,
ct ct .
7,a _.__... \ ENT \ 1348
\ _ �;;, T _ _ _..... ILEASE , \ 7/ \,, \ I W\ ► i^ { / a '---_.- l ..� R/W t 0 l :lilt
c,30 �, '� ''j \ O
v.
W CI
\\\\ ____ � � f�f. � • j 7•� � .._.„„ .7n ...-----,_-.\. �.:b7e t 'ice' ��� \ J ! aI 7 ('�7
rl '� • L
) -
4.
\N � -- �\ ' \ `. . , f .,. %�`/ cam'r TY EASE - / �t\ J Cl.. Q
R/W U
,
- �o �__� a a _ ___ _... I / ��••� ,� . ... °" _ ____.�-.�-._- ,, fie, 13 �, \. .� � � � w o
/� \ \ -" <, ,^ -... .`\ \..� \ ° s0 �_ .0ee/ \ ;..� {--. ,r j'� a +90 ' \\ - \. , k. amp- - - f Q 7
^^yy _ f
•
.j
/ /
j+ ;
,, 5 { {
yyyyy�7���yyyyy�l�ll /, \ \
/ / -� - _ / / I5\ 933,. �' ,�� ,� + • J
LEGEND _ _.. e _ =
\ ' .1‘11, N, \\ 1 1
,!',!► = I I '\ •,`\� CA T vise 144-- I Z
— DIRECTION OF FLOW \✓ 70 ' %��T#26 ~`` ,= = - - II'7 J `� ��11*% E__ v, ,P K w
FFE xx.x' FINISHED FLOOR ELEVATION ' -t►� `
xx CONTOUR \✓ �i =� 20' D.�u.E. -- -- r�, � _ y _ •' , \\ '� \\ �Y ••,� r
—{ I-- EXISTING CO -
CD Ct
�� -• _. �.. 1--- „ it r `� 0
-� PROPOSED CONTOUR _---------------_,,\ IILI �., , (415) /44Yat,N•'''',,,
�o =� ``. • ' 7a.1 `... .r v , Seg\ �\
• • J
/ 1'
,\ i„
\ili
3 40.678 SPOT T ELEVATION EVAT I 0 N \.1/ ! ___,✓ �, ,. p _ `z. 5a\ ° �'. ,°° C.7 z
EXISTING S RELEASE SWALE - _ '
TO EXIST. GRADELL
- ► a2SC/i
0 36.64 PROPOSED SPOT ELEVATION AT ELEV. 4a.o' ! ,i,, >j �� - '` ' .,,\:. (' ,,,).,,,. /.` I W
IN J 1J I t � �\ Q
POWER POLE \ / J� �� 1-- a < -,...„,
SILT FENCE ,n
Q
/' i �� \j/ �`✓ > - - / � � S #25 '\•�ti \ \ � ► QCL LIMITS OF DISTURBANCE \ ��� ,J 7,� Z
u ROCK CHECK DAM �`\\•.,/i.,,,„ .- \-\,•. , ,,,
, \i .\ �, o Z
-... ,
— — " — ROADSIDE DITCH A _ CD
/ RE ASE SWA ��— ` ..o \ . n ,,.6 I_;\`.,._ �, Ol Z 0
• F W Q
USED) 2
T XI T. GRADE " \ Q
TEMPORARY DIVERSION DITCH (NOT
-.....„,/, V \r' Ark LEV. 46.0' OPP ' \� \0' CJ lrj��. \ p%
CENTERLINEi .4-6 -4 `� ~j ``^
g LOT \l, r \ ' ► se
\ .4\IP\ _
SEDIMENT TRAP / ' �1 . _ ` \ W W V)
{ `\\ I- = D Z
— VEGETATIVE SWALE A A, B B, ETC.
S.D.T. 10'X70' SIGHT DISTANCE TRIANGLE I I 20' D.eu.E. \\ .
/ \/ \A I \/ \i,, �ROJECT# SHEET
LS ID LEVEL SPREADER I I E-06-79
I J I I 20'X2O' DP DATE
W yy y y y 404/401 WETLANDS DELINEATED BY OTHERS
( � I ►\�, �\�SEME�' 0' 60' 120' i80' 8-1-07
, I
� I. NI �I IC um 7
SHOWN
I
trif 1 aSTANDING WATER SCALE 1" = 60' INKS BY of 22

/ I I I > I I / / / \ Tani1.,rrsa '. Ts3• .r.s ''"° .'°' ' ..Sl ! I ( ' IIOLJ ♦ /
7T e77'6 '�
// ��` _ i' ,,.-'4V 1 /.0 \1,/ `.� A rras ,,,. \�, „i j/ \[,•`' �... `i/ \ir N/ �s v t I� 11 1 j""m
,I V
15 I°iL a I ,3, "' 3 I -
'36 9 'JEe ' V w.. :.'.^.q
io
\\!,/ \ /.7** \
C kir 1'
I I 3,:: ''' ' - _,1 \\1// \,/ \/ \\/ \\,/ 1.17. \i/ Itia. \., .N.1.- \l/ \/ ",„,,., \\,/
• ,�, ' SN ET r8 119 `� �~�
z `�/ \�'' `1` \ ' \/ \./ \1" \// `./ . \I/ \✓' I ��� Cn
ems,. I I I I : T,,,e T°s% / Z
o
rn 1 I u.v. // t I I ' _
ni
--------)
' 1 I / I % �. t / �J' / 2\4/ I/ �`I �' 87.9N�j \i/ / /, // i I, I ( I ..0 I.
rJ,• }} ,, 5 \� f z \ \i/ \l / 'i' `\/ •
L \/ 5 \/' \✓'' S V • / 1 i i, I 1 a r �(>
_--- i_o_ : , tn 1 ...ch /
1131/ \/ \., 147,414.-
.______________ t list, 1 ' /
0 )
��r I 1 •
D I \I/ \ ' / / \ / 9 ' y tye \ / -' ./ \ / ' ar 9 \ / lima \ y�� 9 \ �% / }/\\ I)1 I
i / I i I FES W/OUTLET
, ,� / ..r 1 I I tiu1„,,„�,
. ( c • ' I \ PROTECTION T'•° "' INv I/
: _ ._ - .�`� �;'�.,
} I I I PIPE A `\/ \�; \ ' \/ \) Li \/ \/ \/ /' `s/ `\/, �' I R/W 4' <�3'�.
�..., ! : � ►ST. ` I , I I : 1 �_ o od
I I ' 4XI0 CONC. ISLAND \ '
T�'AiL �' � � �¢ I 1 ..., N
E\T I 7.4� \ WITS-I GATES "ran { •
\ r • Q I E.- CA
i/ c I Z 1 1 1 \1/ \,' �/ \1' \,/ \/ \/ \/ \ / \�'` \1; li { N ` tal h N ;
S R/v\ 1 °u I I i' I \ %� �6
- --� ,, ,) :R.i� 42, \I/ \/ , \/ I \/ \i \/ \/ \, \ \' \� I 1 1, ," I I I f I I J
, '_. .. II FESI /OUT' ET 1 I
10' D.U.E. "�
"" 1 :
. . .I. _ . . I I / 11
I I-__ =- --' /W % \ �; R01T� T IOf �� / _ X
co 4
• •sr�o _ 4',.: . t.„i. ..33e9l1—. I / { 1 �(is // / 1 � .,•s I-
/4
----- ---- " - - "- -- --- ---- -
0/
,-, ..
ir-
co a
;., "1
i
4 0 —
20 ..qU.E.�� I LS �```� �,.• ,. o{� PI E I 1 r ry�°
\i," \i/ \\\.,,,,,„ __ _ )--)-,r,,,.....„ 11/ i 7.),:,
\,f t �.� �/ \� ' ��; 1, \ \L/ :\i,/,
\� \ �/ RELEA:. SWALE \\/ T#18 :> .9,9[ I I h _ N
/F TO - IST. GRADi I I d
/
ff if / 4/
/ /1. , • ., / i 1
IA C ,�4� • ELEV. 39.6' \ • /` ' / I I -__ , . X i W
\i,
4: ST19 I , / I IDa Qh. V
0.
i 4 2 i 1 ,. / / 4 ; , i c:-. ci)(0
\ \\// \:1,./. \!../ . \j„:, \l/ •\,:// \i,/,
---( *
7 � a�
I ��. / 122 I L
I
I
oz co
II U I / • /..0* i• ,
Illi / f !l / I A . . a . . . . _ — . __ a `�„' \t,/ \,/ \J/ ,�/ SI% \�%' Ni / I
, 0 / • ‘./1:All''''
�.�_ _ - -34C.0 } I // / ' }i' l
6 ,Q
. / \ \i// ,,,/ \i/- \I/ , .. ____ \\H \i/ i 44111111111Wr ,/ ,
,- -
. ,_,,
ii,
,/
•
cyl ,,,„, , / it /
,,, ,.. ./7
„.....,„1 /, -
,/, , , ::__ , _ . ) ivbw / I / / 7 ..-
..., , ... i /*-
/ „p...,-/./
/ ____ ,.._. / /
} I
_ ___
. ..''' ff.... I _..., ,
---, i 1
7 \ i, / P. \t/ \\// \\,./ \/ , ,.
^^,. al 7
fit' \, v \�/ \\/ \,/ \i// \; �, C I ,'T n I I/ 124 I W
f I
O
--... ----- / /
1 / / \I, ,— __-____ n CY © :
n } !
•
`\ C� 1 , • i , __., I W CV
8 / _-----\\II \,/ \./ \ \ji' \ / \/' i t I •, " , .._ 4. • , ,,
, •I1,,,9 ....... } (fi r ,,
O Q �''�
�,� \,._ ,...,, \ / • i LII } }i 125 I\\/, 1.,/,4, .„
\ wL.L., > . Z
, ,,, __,
,/ \// \,/, , ,
ii ft. , .... ..., ,..
c,
.._. ,....„.
if /..._ ....,..
,,,„, _ 0
... ..,L0
_„ „....._ , , ,, • , , ,
, , . , 4,
,, , W z ch
/
LEGEND v : I : =k..- / I = cfl
1 I I + 1I W �' _ ¢ N.
— i .
DIRECTION OF FLOW `,,; ' \ �' I + ( i / I U W
- Fife xx CELEVATION J ' \V \l,' \\______t/ / .\!,,,
? I ' \ \l i / . ' i I ' 9.7.E S J I / W Wo r z
._,_ ,_ . i
_ x EXISTING
FLOOR 1 II f
®' EXISTING CONTOUR / / ��
1 .. �. `,'� II ; 126,, ' I 1zti J
._.,x-- PROPOSED CONTOUR U --J
i I I 1-- I--I II ,
Tam EXISTING SPOT ELEVATION Lt \„i \)- -----/A \ f ``_ I
36.64 PROPOSED SPOT ELEVATIONI
11 : �II 1 1 h
POWER POLE I - 1
\ , ,.' i. \ \I/ 1., I I 1 f Z
`� 3 �`_ '� ,`,J \ i .,.\i; \i,, \f , \1 ., \V; t. \ t .; �t;' • I I i I I I
o SILT FENCE V V -
LIMITS OF DISTURBANCE ` 29C p'4-------\ I'ITi'�°' Wu ROCK CHECK DAM ,t�_
ROADSIDE DITCH �.t ,� \✓' \\I/ \,/ \/ \;,' \mot 1 \�; �It' \�' / \ hh Jq,
- ➢ - TEMPORARY DIVERSION DITCH (NOT USED) rn I '\ �7r1 1 T1s.�
nP i _ .. 41,6 _ 'fir
c� o• I\f tar . )!/ 127 I e Q
CENTERLINE I a +tee �' ? �j
O LOT # / �/ �, \/ \, ,� �; �: `✓ / , I� W
9 F
_ J II I atS
sT#x SEDIMENT TRAP .
- b - VEGETATIVE SWALE A-A, B-B, ETC. '' �n 28G } / _ J W
' SIGHT DISTANCE TRIANGLE v 1
S.D.T. 10 X70 c \t/ \/ \/'
Ls3 LEVEL SPREADER / . , / l l 1 I 1 21 !I II
' I I I IO + \ ;�11, O
- •' 404/401 WETLANDS DELINEATED BY OTHERS U p W g L'
N. / (n
C`� _/ I Ii 8 _ p Z
f�f%/ri': STANDING WATER \� \� �/ \�/ \�; \�; \�, �/ L� I \ I CJa W
... �' IIIN; () � I � w aC
ST#22 \\ Z � O
^.I /`(� CL i_-' i_"°• / I rs ' I ST# t 11 //
\/; \/ \ \;' \i/ \/ - _ c \L- \k/ ,,/ `\i it nr "" )) f I r6 I 1 I
I i _
L ' '� W (f)
,,�' // I i I i--� Ur z
/ \l/ --1 \ / N/- \i/- , 1 ,
i E i uj _j
�'0 \ 2 I \ I I\p' \/' \i/ \ti i 1 - I 11,- f �- I= UJ W W
r- - ),1} II
Il � I c~n I— 0 0 f
\ I � I 1 I 10 D.U.E. AS PER MB 36 PG 3
/ 1
/ 1" • Or . I I \ : 1 1 129 � ' +
\H______
I I I ' 114 1 I PROJECT# SHEET
r \i /EYl I I •
r i i •y �7.E 06 79
60' 120' 18O'
-� �'" \ ! f �a I I ATE
MN MI MM. 8-1- 7_ C_
�n�ec �, a- i \I. �, \, / \./ \� ✓/ a„s • /\1/ \i' / • I I + I SCALE
J
8
SCALE 1" = 60' o , � �� I I
I l-71 n SHOWN
n / �p�,,� 1
�. I / i i�"� { ` srs� ITTiI I I } P I� DRAWN BY
of 22
,,� 0 NKS` J

I
\ (- '\
7- Air
Air 0' 60' 120' 180' LEGEND
' mil/ 1111 r: — DIRECTION OF FLOW
mum immimism
\ ` SCALE 1" = 60' c EXIST FINISHED
CLOOR ELEVATION
-- PROPOSED CONTOUR
( '
' ;ab7a EXISTING SPOT ELEVATION U)
36,64 PROPOSED SPOT ELEVATION
..,... ,,.. lik
IN
POWER POLE
CC
I
<\/ � � 0 SILT FENCE �
_--- CL ______ CL / LIMITS OF DISTURBANCE w
/
. .
L _�� CL u ROCK CHECK DAM
• — • ' — ROADSIDE DITCH
C
- 11111°-. 1 �.� - y - TEMPORARY DIVERSION DITCH (NOT USED)
o a
• L _ ---.CL • � CENTERLINE
CL i �° '0 LOT
/ �* '♦ sT#x ® SEDIMENT TRAP }
/ / k 14 - - VEGETATIVE SWALE A-A, B-B, ETC.
/ / / XS *
,,N S.D.T. 10'X70' SIGHT DISTANCE TRIANGLE
/ / >- %- - - - - - - - - - -- -- - -- - - - - 1 I03 i / LS ® LEVEL SPREADER ` , `�I ,Illltul����r`', .
4.-1 Au .-L-- V TA275 1112324 1,/ It; 4
/ / / , f , v '' 404/401 WETLANDS DELINEATED BY OTHERS " "���n��
/ / '`:.lee ; \� if///il../%.:i
/ �r/F,•�/f STANDING WATER = c, .�V
,� / W- Q 105 / : `� • ::::,,,,0 `r 4,, r
/ / // oc z -- 102 (17)6 , `
EXIST. r 0 / ------` •
•
-,.,scx\i7/ „,,,,
101
` PIPE F
/ / Ise`" ld _•
�✓ I ~' �,.- _ �� HdSd ,aZ1d4d• d RiW _ _ _ __ -- ; / ,i`` `\ 'Cr LPL
20' D.i,U.E. !/i / I 1 D 4� r I a 0 Qi w _�`. . 33 0 1 \
�c 44
/ , -' - i CV
1— Y
/ �in,x I , \V •
l / 71 a y l \• "\ 0'41..t
L/ J•
7") , , ,_is.)0— >-- C5 ON
• — — _ _ 1.
i"
, r---
Q
•
• o
/ e ,' �:7 en,' • i...i.'' �, �.. ....- .._•.�\\ \ 1:- AIL "`' 41J I / • ,`. \ • \, x 1..0 �\
\
/
3 /
/ ms- _______T-- - ,/ z - \
-- -•
F., \__ ......
..........
....„ N
0. co
/ /
/ / RELEASE SWALE �"+� f , / / j, ` •., \�, �`\ \ ....,/.,
`� �- _
JJ if/ / TO EXIST GRADE \/ Ir f r � - �� ,S� 12 ��i► , % ,,, Yr \*A49 \ �� �`: , ST#15 / - . •
\N „ .
N.. \tr• .,\`\
N / +fP seo C.
+1P \ ;C�
/ r �._.. ,.<% -''. � / %'� , fir'"' •\ \\ `\ \`` ~ C
k C4.6. 1
'cm--
Ls - �. ' ,� \ O.R/i/�`\
B
8
"4/e%itlit ,
1 4:,► - r I I! "'"., : / i j / 164./ • EASE .WA // / __�, • `� \�'/W 3' ©�^ \ ."\ PIPE G
f♦ / U / it/ R/W ,- / O IST. �_RADE/ / 63" �\ \ • �f Q
/i� I / A EL"`y> 3:,3 45 \ \, 1--- I- 11-!
j� O. ...____ _-__._-.__'_._•TIUTY EASEMEN` II� s --'"'' _ �.: / \\/ ' ...:�•`'�/ �' / �-20 D.�!�!.E. � � .� ,� \\`. ,_, .\. _ .� .51 �be3 �, , i
/
,,,
�'�` , It ram- .� / \ \ /' . / �- - 1'1� ''. ,► d021d » __._ r �. r. ; 10k /PIPE D1 44 \< :.. h `, III ,, 's eye, p� E 3 S�,— \ �; i JIn `` '1770 ,,,. 1_ .0,0� \ti \I/' ' /' °<�/ \/ \ \r` \ ` \ Nfls:\:59'
Ff y\�, ; •
l�1 H 1� \ _ _r , ,'
=• A '\ -' ... ,,. .,..,..., ,,...„
a ,fo . \ -0.. — ''_ \ \, � / \`\ \ \f\ `\ i 12 ,
_ _ 1 F ST#16 F
R/W i5 a rr Y M , \d/ \l/ ,,,,,,p\/ ,„\i/ \\1,/ , \ f, :„.
. \\kl,t, _
-
Or \ 0-
• OUTLET i e \ / !:i ' / \ \ \ ` �, , ‘ /
ILL EXIST. PROTECTI• ��. t per)
oII .. t _ 4 -. ^_. yM1
Altiel \\/ -_ --.. _I
- \ Si '''' 7
1 ST2 / \ \ ti\ �\ \
�` ! T AS SWALE / f !S f
p: ,�, f% 1 i / 1 , ` ', \/. �✓ \% \L :I,-� TO GRADE / L , mAIL \
yi► \/ r
t (49
-,-:. ' \-- I! ' \ lito \ \ \/' \\,./ \,,,/
�- ` , 1 �, 1 r AT 4.0' / / 20 \ .\ \ \.. ��. ICO 14 O CC CC O
:. i \; fi , • \ \-- C7
\,, err .93 00
'� \ \, 42F�' \,w \ �\ \,. R/t i - ~Lea Iz N
S/4-,-D4 Ok
1\,/ \/ pI
; '�: \/I , .\/ \• / \,�, \, \\ / \ CC.) c~n = z
G�- j �� ` - 1 •� •�• \ \ IP�I ; i�1w6 \ \ / / \ � \�` \f ""Jr \\ \ •• o CC 11 �)..)- 41 F=) \\\
' ., ?• 0 \ w z 2
CL G J J�i''� � E 3a ! 1 1 ' - s,.t� i' O/ \r \1 '� \jr,' l/ �' �/ \ / U \\ 2S— • ` ./,6U I \` ,Y r �( /i �— _ = C� N
\ 1 ', *, \ (5C) )
1)( 1 \ \ , au'/
FILL EXIST) ��1\/f \ 1 I ml e \ \ .-iki .1154 \ ,\
/ .,, , , \ 2 .tp. a_,.\......_ e.... ......... _--4, , .,
. , . , , , _ k„,„,
/y-; z ,- 1
T
\ \\. \
rf DITCH1 I. I \�' ,�• � i '%... I � \ \ \ t
\167n 1 40D \ .• \ '. 114
ter,f t_ �'°' C� t� »I, ` 1 \ \ .// ` ' \ ' v , 'i \k \/ -/ LS \ \` .. \ \ I
•a \. i11 1 / 1 �1
` 3b16 / 1, { ! RELEASE SWALE 11 `. 1 1
'' T I RA -20' D.EU.E. t \ -9" ,..,K I
r \� ( � e IE .. I (� \/ \li \(,'` \�� J/ O EST GRADE �/ .� % \ 1 1 i W
•
x ,, \ IR/ AT EL . 36.2' 0 7„ i / �'" W
\✓' py,�� ! �� e I �� \ /0 \ J - _ \1 0,aor1 1 1 I I50 ' z C�
e47 Y 83b64 / ` ' I .37 4'_ i . V `d `Jr \�/ \/ \\�' \� \/ \V -' ` ' v� 7` 1 1 I Q ' r
,YP • r
1416.467
1 1 \
)162" Ea2) 8 \ 'I, ,..:.:: wary
.,
e�sqs, • I I I 1 Y \l' ElEas we g (4 .6.k. 0 z;
491 �/ \ \ / .� \ / ` \I/ \� / \�// V t... l:. \. ' , Vv W
i J i
`1
W
.. ,73t R/W 7 -...J0
, • I i if cl p D '\
p (-)
i _ _ . . — 41,75 .. . _ . .H •
. . c 0,51 i \t/ \l/' \/ \✓ \l% \i/ \\iAti„,,r \�. \`l/ \✓ \ '� I I I I C�D I F— V
-- U - �. I / , 38D c z Q
1 I 7be9 r-I o e_:;-
----- -2.--- F----- ---- - ----112938— '
,,,7 I
„..., ,,
7fe
1137441
,/ 760 _ R/W _ I pT#4~`• "°° 3B t1I „i Cn Wto (!� ',_-__ ._ : �.,_.._.._.__.._..._...�__ _.._..._..._. _ 1,11,oaI 13'" v.ee3
r ��,
,-,_ _.. _ - _/� ` 46 PIP 1...B I o� .\ I n `\/ \% tuns \/ \/ \/ `ti/ --- /� \�, \�• ,�, I ' I I �' �'
57� 56 ,.E I -�� %� / N "LE.,....____ - �. _ I '� I(58E I t / eM b76 I 7 N L ••�
-}era- l.--`_ .- --........ _.-••\1 I 1 t 0 /{{r I 7— .�• , \ . `✓ kl/ �/` Y• \/' 999 \,./ \\I./` \�• ' \ \ I I -- .M3 11f`" y
i $ #3 / ( ..7e3P81 �r .e47 y� \1 �C I N F-- (�
IULI
bGt7 - ( r. .NB / .e•e I =i-eB.769 t •• I ' _� ._� Z o
1 I l 1 �eo� w
/'� a.3 17477 , N �� ; 17. ' - \� ,. `\,Y` \\,r' \,/ `l \ '� 1 \ 3-�-a7., \ 1, `\�/ 'f r �T-..: I - i""'P7 tun P
.l+ �� i""'"'" �' �II i ./ o �- �I �, \,/ .� ., \, `�!r �'< � T�!� Nv ' i v"` � W W (!)
,• I I I >t -a_13438 I2 \ \ Tama
i97.760 7% � •�7 - 1 I • i 118D o
II /\'J / ��}p�glage \. / \ If/ \ / / \ / i "�9 I \ I D.V. v J 1
4
.n9 Tome Team 1 ► \ � I ;$es3+ i '6' i _' i I I I I / /�2'� PROJECT# SHEET
1..„36 i i I I I 3�17aoc I I it /
r '^ '. - e �� j / \\1,f \`‘,/----------/ '` i/� \/ \,j /Pl., \� \I 4)
\-/ \\1/ \\./� \� / �\ • \f) I L•
« -
P 5 ''- '''' ' E-06-79
•
(LJ\ I \Y \/' W • 4r _ • S EE■ CI 1 / .1' DATE
I I i✓ �:• ., 1 I I S � ' - / I 8-1-07C MO 9
\'''-''-'''---\"'la 7.9.7 I I I Y `..- �� u, I � I '��' �8 I 119 �� / I
q�s e I SCALE
‘ \/
1 ! \/ o I I , ' I 7 SHOWN
n I m i-_ I I I 'e �. II I DRAWN BY
INKS of 22,E

11\ IN
1
• ,-,,,, \„ „.
N 1 •
Y, lv ,i,z,, `\� /
� J
\ \\7„, , y,.(i___,7,,,,L.„ „:.11,\.-.11.
.70 \
,/
A'.,_.
\ ,1 .� �� \�� Ni/ A•✓/ \i% N✓' 4�% A�� \l,,,,,, ��•,�,�
Z RELEASE SWALE /
GN\-1/ ----:----\_ __ i 0
A
v� \ ,\...
TO EXIST. GRADE \ A7' (/)
._(
A
2
re.4*-
C \ .
'<-7" , \ilk'''. L -
,1 \v ,;-, ° 44\rm*4" .. ,
' / ''''' \. \ , - - ,.., • 0L. ' A‘‘‘
bA‘‘‘ liN----- , . . II,- • < ;/ v \� w
`/ ,,,,,,i, N,,1.: , rc2 1 2)
' 2>,
,.+ \ \ �\/ \ �,.\: ....�.. 70 -- ` / 14' ..
S • ; rt S:#1 4 T.- ..
Ct
c \
� �,''''Ne..\` '.„. e/ 7 0 01% ...-,.,, •
r fir`
1,
\,%' `•/ ,I/' '!''� \f'� \ �\ 1146, �• - �. ,-. _--\ �,` `'�� t � � _._ _ � \� \ ` (~�` \ `` }ShC"7aa. �� \ •
/ I/ •` ,lfilll°ll
) _
....... _,.. .
•
•
-- .„ TRAIL
\i,/ \j/ 4 ‘'ENST, i ,-,„ ' ''-..
J / tat \ ©� •
bk\
• \-/r .
•.4,14,:le, i.
...:.. ,
CL .?.,(,),..,s
,, ,
\..., „„,,,,,
Na,�.� \ \ 1 I „ \ \ 93 ►,UT2 a \ Iltm `' \ -'� _ :ma y:
. .1/", „ ..
G /.• ',;' I C \.. \ ..._ "'t ` • 20' D.�U.E.� .,r, fill -Y H� Q'*
I 971
I ` /
✓ \ Ng""-• \ _..._ _ -_._—'— --__.._._.._..._-_._._.._.._.___.__.___.._..._._l \ - • TRIG __ .✓ \. an J
0 \ \' 1 ,
• X
\\1/ , 1 ! ' ' \. ,* 'N \ . "s‹....' \ 1 '?'35 \ 0
tam Q
) Is--
\•
c0
NG \'&'..
si / • yyppgt ,, i17J,f _ ( % QP �` \ `� \\ /J/ Z op 15
\.�V„/ �J/' \`�� / \/ \ 27L61 9 W/ 9 1t, -, / I ,1
cPs �' • //�.....,__ — .- �... • .
.\ `'` ly�� ���\ ra / ' V J "l cp L
-f { I ; \ / \ \d \ \ an, \ / X W O01)
' �(` / / 0 F- N a/
�' j I \ W \ \ ..� LS Q Q- .. ��o11'1J j/ \i/ . ,,
i �7 ` �� O y\,\ `\ �e.• \ \ `'..,� / IISST#13 i►i��; _ (A
J Q i I / \\ �•�I�
" c)
h-i I ' ` • , W.1 ��� W z E-- C
:/'
�� ` \�/ / \ 1' \I%' �;' I I . ' + .ta7at \ ° $9 e7 ,,�"'l \ ,R' it-2 .0 .3O — Z* W
` ` �.J�VJJ T �Ik `"sA, I i I> j C-- `� -'..`_. T �- J p�
w CU
,
- /0" i , -0 ) ,j,,,,, / - _ -,..
? A.
i j I
PIPE - .
7.
AT EL EV,. 2.. ° I \ 87 i y'y
I f 47bA9 FILL EXIST. . J
p�q i 8�t
`. \i. `'`"�� � �,� i 9 87A I 1 / 7.7ea �B'67, DITCI-a 81
IN ` �.�,�` \���ST#11 20' D. U.E. 0 72� , "' -tC °
T..
•
\�i' \4, r, 'x7 ��y�. .-�.,, 7.77t �•� f- - \fir \\/' \,/ ,
•
14,.7,.\\
_ \ u ..µv J I ! �• iuj1
r - _ .
U• 1/1511
iitql'
_ - - ----T-prx'AT:1:1: ---- - - -
-
• Ii RE SE SW,L ` i
D
\i .
� ,, , J/ \ � �\ \ / .,. • E 1ST. AD- ' ! ` *` LL'
iiiir
\ ..... -,...,.. /\64 \ . .. / AT E V, 28.0' / 7 • "
Allivariekvio° le --' -.- CY
11.-- Aim .).4-1-aw •. \ .,
414.979 f/ \
\1/ v \✓ \ \/vouniiik__
� \ y ST % j / �/ ( \J/ CL ni U) = Z
°' CO lif Y
°?Z Z (..) i-i- o
M
�,� ).-
\ \ VA \\ Nkk \ -----
Iii
\� \/ N/ \1,r \..�,!' ' iip
\/ �\ \\ / \ \'� ' 998 ,`� G� �� 0� ..•�, _ -_ (� / \ " ' 2 +i `:1CL
\\ `,1i \i,. 1 \,J/ N • � b�`\ `\ �. `\ \ '\ \ %� 20' D. U.E. \.� GL / / \ Z cn �'\ J9!' / / \\\ \ \ \ `. "ES W/OUTLET � T#8 l \\ r r/ / / \ \ \ PROTECTION �/� • v
LEGEND r0 1 if 'la»-- DIRECTION OF FLOW -> \� \ �. \ 76� 8z er IV'
e FINISHED FLOOR ELEVATION - -\ 67 \ / / 81-�-' EXISTING CONTOUR y ✓ �r x�., e ``�..�.. /- x PROPOSEQ CONTOUR \' \ c, .. 68"� _ _ / 7H / ^ � '� _ ___ a ___ ZlJ�fi '��,"Ia EXISTING SPOT ELEVATION / \ "' 13a99e �\ N• B_ ,. j ,� ' _ _ _- V �`
it •
36.64 PROPOSED SPOT ELEVATION �� .4 _..—.. _____..._.._..__.____._-_ -----------
0)15• UTILITY EA'EMEN UPOWER POLE \ '6,7 9 ''°� - >�-C'T`- -- C ---..„/
o SILT FENCET., --� ' - w ' ' _ .. . . _ _ . . . . � �jSIR _ �___ "T.it____.6_
"_:4:7_1_,,,14:7:::_,
F- octs WLIMITS OF
...
,.,
u ROCK CHECK DAM ANCE / ...., \ �w 2 �` _ •► Or66 I _ _ .�� _ - � _ �. _ w_ wROADSIDE DITCH (---- / / P E0 , . . . ' _ _ _ -
- ➢ — TEMPORARY DIVERSION DITCH (NOT USED) '''�° \ _ ____ - OI-
Q CENTERLINE ',I i \(Jg LOT # \V2 \` ,�' �'`` - - 58E
/ � 0 V
sT#x ® SEDIMENT TRAP
b - VEGETATIVE SWALE A-A, B-B, ETC. • It- \ _
S.D.T. 10'X70' SIGHT DISTANCE TRIANGLE O _ `�� / �'
Ls ® LEVEL SPREADER EXIST."-
L9"
y 404 401 WETLANDS DELINEATED BY OTHERS ''.- \16.•
64 `
y y / 6\
f`/%j%Ej STANDING WATER / \. i /7"r-- ilei"-- --- -_____ _ 16999 111"8 / -'' ''--- F--- (..DI—I WI (-
. -\\,/ /7
/1'
/ 89
// — •\\.
(-PROJECT# SHEET
ins Aiii mg r I ! - 1. 1 — • 0 o 0 0 0 0 DATE
-id' -1C _G 70 8-1-07
SCALE 1"' = 6Q' _ 1 I _
SCALE
' �"- I f �p C mi I 0
/ SHOWN
i / �_ DRAWN BY
a .�.�9W \NKS of 22 j

\i/\ \/ N/ \i/
\\ ' if
/ 7-- 'Ck\ \\\
NI , \\; i/ \/ \,/ Nt/ `i/ j i \,f,' \,�i \I \,/ \,i 0 111484 Z
,,,,, 6,3 ic---)
4 //ei,„...,
5
\/ \/ ,.,7 , ,
,,,/. \./ \i/ r-------N/ \..,
0 ,
(,)
w
,_
\,,, \E., ,../ \..,/ \„/ ,,,, , \i, , \\/ Nj„. 1,/, .1, \ i \l/ \i,
7 \,,/ \/, N/ \‘,3,. \/ \‘‘,/
, )\./ \\.,/ \\,,, \/ \/, \/ \,/ \i. \ \\,/
\ c 8
cc
0
,,,,. ,,,/
O 4
.., .
,,,-''--...„..!
\�`"� �`\'� w,,`*`�) \,/, \,,,, ,../ \,-, / , „i„, / .1, \,,, \ .
\./ .,,,4411 \ ../ ......„
Y„m„,,,,
�' �' ,' \�% �' v/ \V �r \,�, tr..,„;„....
Et
i__--------------/ , \t,
k �
,.
--5 f
th--1..,
\J ......„,
- / O C
,, \/ `\/ 4' /'(\\\ \d/
`1 L' `J N \/- \/ \J/ Nh' \/ ? S •,r®Uc9
• �`
l....::::
h
'N'N'NN\ \------\\
X
CV
\ 7,1
NSz c0 �
\% \/ 14°�' I \l/ vji. \; ice./ �,, \ , (N/ \t/ �t Ov C
Titirc ' mi.,...i,,,, \
C(,a ne / ;, m N (Cj
Q
2
\/ \/' NI/ \./ \I/ \\/ NY i\l/ \I/ \l/ \,/ • F-- (-)
a. co z °`
3c. era •t•At ttrui,,- W z �.—. •_
, \/ \
1-..._____IlicLe,
Qco
' :-?...:,, ,CL (-TT/ C
/------ —10 77:1 s.,/
Uv \ J � �
,i'N‘\\\,\\
0 '.. _ --- 1-- -ft,, --,-
J r �
\;' J h; \,' ,�r +�a - \✓ \\J, \\/, '4 \✓ \\/ \I/ N/ \✓ \I/ \;/ N/ NY
/
\I / \i/ ' \I- _ ' \.�' /' ' \. `V/' \�''' NY \`✓' `\I%'' \\✓' `�i \j'' \I,_
.\,..„,,,,s,„,,.....„,..,„
*. /''''' 15/4 )A il :\`' '. '''R% %,6- Vaa"
\e' \i/ \/ \:.,1/ /
.I
9� J / r\/ fl
• C �C J
aE
.. ' wk \yp f�\ . cp
\ • \ a
coNr
" ar TL
(,) co
� t
\\,/ \\1/ NY \,// 1 i 16,-(
\ \ ' 4.14,
\---2.,_,
441 / \i/ \/ '\/ A \,/ ,,,,,
, LLJ cv
co
\ 1 I
•
•
I , \ \1/ \,/ \\/// \/ .\ \ \\ ____:::-T—
\ \� / 1 ` \ `\ \\\ ;an. \.,../ \\\,.///
\\,/ \\,,/, \/ \\\\,// \i/ \\\// \i/ \\\s.// \\\\\,\. /\--\- \\11N..
\\i-th' s.
54i64'\/1 1/6
W p
/
___._. ,RTNEN 1OGGII\IG \ �~ \ .. VM1 : /; , , / Q Z o
2. 1-- (f)
TAIL APPQOX. .fit .
/ 2,262` LONG \\, r LEGEND
\ , 4736
DIRECTION OF FLOW
\ \,./ `\./ ' `� \�` I � � r� xx.x�
FINISHED FLOOR ELEVATION Z
�� • -E1-' EXISTING CONTOUR
fi\;‘ °- \,� ^ - -- PROPOSED CONTOUR CL (�
/ bi. •All "70 ---) , i '��� EXISTING SPOT ELEVATION C�
v/ 4' ✓' v/ v'' v)' I% / vv�' ` `✓' .V \/ \/ V ' \% vv/ y,/ \i / \/ ® 36.64 PROPOSED SPOT ELEVATION —
RELEASE SWALE / POWER POLE U) irl:1------------421irr--
6
TO EXIST. GRADE( \ \4 o SILT FENCE Z \
I/ 7 \ -37
II \ \\\ �/ AT ELEV. 25.2' `��� f Q 0 �
\/ ✓' v \ `; ` - ' I ...�qr \� LIMITS OF DISTURBANCE (.1.�
______ \ \ ...\ L CL --�\ �--+ ROCK CHECK DAM ,J `..
/ /
.,\, �' ' . G- � � 1. �— CL — � — ROADSIDE DITCH Q D
\ , / \, \. ' \,% CO/\V/\4\46'3'1
, \/ \ \✓ \? \/ \l/ 0, ,,,�-- L. °' ➢ — TEMPORARY DIVERSION DITCH (NOT USED)
1
CENTERLINE Z
{ �: \• ��� 26 r� o ® LOT
sui4
\\,(,/ OA �� o
cp (ID z 1--
/..,/ , \,,/ \\,/, ,/
�i7 C ,� . \ \ \ �!T. c0 t. �" , , sT#x SEDIMENT TRAP
WALKWAY/ \ '''''
:\‘\`‘. � P, �j `1r► b — VEGETATIVE SWALE A-A, B B, ETC, CT) p W Z
\ PS _ S.D.T. 10 X70 SIGHT DISTANCE TRIANGLE Co Z
/ \/) \\// \,17, \i// \./ \l/ \i„/ \70 • \\ ,� \ ... rime am, \ \\�, \ �s ® LEVEL SPREADER W < < C�
‘00.
I O '~ Uv E7�1 ice ' �\� \\ I IST. 404/401 WETLANDS DELINEATED BY OTHERS L� _
_______„...,„ ,,,„,
t", '.\,l,/ \/y i \/ ' 'N. \/ \./ f `.I \..._- - \.. \�••\-...\ Y. ,.. HAIL \ \ � 95 lr r �'
li
I �l irr=/j� STANDING WATER Z Q
-/-
" \) \\/ \t/\ \,/ \/ \„p \F ,,
\/ \/ / NI/ i/ \I;' \lam" `\1i, '\/ <�� \ \I1 \ �T �'IS ) % v \
W
i
o = Dz
• C� �.ii.,, \ i \.� 93 �uT cn H 0 O
I < jr_ \ c\\.
..._ . - -- (fin _ - °"_'_--J O 60' 120 180/ C� T -j ` + PROJECT# SHEET 1
.-----:----,.. 4. -,! / ie.
I 0 --. \
4 \ f SCALE llO' DATE
U CL j \ s,, �\ �\ 8-1-07 _
• • \ ` \ SCALE
\,i ......ii \/ \/ \✓ \: \/ \✓ \/ { •°' i ) �, n _ — :.. \ (C);) i `. x SHOWN
DRAWN BY of 22

ISImbibmsawr 4-
`
... •••'.."' ...,:0111111.1r---- _----
�- r
00• z+O "
—�. r r
r r
-----t* ,- r r -
v \•.\
L__\ , i + _ _ 'a , OZ II
& CO
•
•
o P, 6 i
�y �\ 0 +1 I )f- act -- --- - -- - - 00- �' � -__J
oe oe-- WgS'd� Jill-lll(1 51 - _C_L Cit.� 17(121C
\`\ �` i i
Qt
T.,,s3 _ . ._ .. _ . . _ . _ _ . _ S 2 ' 34' _ \ - 1N=W�Sll�ll(1 5I �� /
��
...
-- _w. __ _ �/ N _'�'-----� ` �e ,fin '\.. ,r, — . . —. . �` ..•.." "•.....�... � 0���,Nlllf I /
—
Fi • 'T ---- &-11--- MO r- \o -8-1 '4 - - - -----bi- ...
N . -,., _ __- _,-- I- o _ •_-__ Se 0z d o a gyp- �} =
L � O®' Z O �`� �' �.� \ ,` , , •• I_ -• 0 T- _ odd h 1 '� / `\ `-'t
1N�W�S d� �ll�lll(1 .51 S_p� o S_0 ___------ _ �'_ �. 7 ���,�+ ...�—_--_ - . _ —�� v'4
- !
.\ % L� _ 7- ,, �:
,.
il�� T -I - __ __ x _ _' \. w see _ ,( Kiln .5I _ _ o �, ''' , - 0„••%
i
*. 4*• ,\ 40 0 '41 C
85
71111111 Q ! �- � C) Nw " '.•�4 ��, _ - - - O a- 54956 , �' U / �� _ X
c { z , r-- O o �'� �° { % 1 i C 40�08'40" \� / - , tQL
<1 ..,, ,
; 1
, , . N 5
\ k - I
\ c
\ \ \ / \ 1 \
/ _CC)/1 1 P (1:C°
I 9'�L O F O f►1 �, O w �f , *j xc'' 1 a- HV=37 2 . ; �_....
`J. 1
„le
/ :\\/:// ; 0 27 ().6 _..1_
I
I 0 0 \ .3.
i0E.-\46.) !
- 1-3 N. 0:.
I -I1.KLN1,) Lh p CT c
'(*- -.271\
\ \ t' 12
\ f)Z \ 3,,1\6 \\\ \‘ \,,
-5\ \ \, ,
____ / 14's
' t \ X W
<t W O
7CV 03
a?
cn u_I z :�
o N
o � 000 00 '4
O \o ‘...,• r--:- • ?
/
-- ___._____-_ ----. -_---- -_____- _—_-_._-.._ __--_ _ ___. .— __.,_-_._ ..._-____-__________.__-___ cam,
UN Z Z Z , '�Z j
EXIST. GRADE PLOP. STREET -___._ ___ O Q 0 Q 0 0 ` , J
o` -
�_____.__.__ � Q � � � � EXIST. GRADE Ili r
CENTERLINE
—__- _._-______ ___ _.._____._..__-_. ____. _._�_ _ _ __. 4J
J J
zoo oy
-- _ _ `.\ _____' _ �___________ �_-� , _ r,3 ___ -- 64 ---gyp --0 g - _ _ ___ _..._ .__i_
Q _____ __ 57 U
_ ---..._- - _ _-- _- _ _- _ _ 5 3 L��fs�l
STREET �
40 _3� 1 ________-_.._-________/ - _ _ _,-- _ ____.___.. ____- -- __ _ __ _________. ______�_._____ ;-__ __.__ ___-__ �_ . n _____ __
'� - � `-' ________- CENTERLINE -' �
___-_____- Bf2E • K POINT -Z-_____ _ ____ � CD 0 cfl
-___- _
_02.;_ \\,i/ ____ _______ _
vi-
IN DITCH ,___._. _.__ • _ _ _ _____�_.;� _ _._ _.__._.. 52 Cr)
W cv
P• ITCH - - - -- - ;-,-�' _ _ p
PROP. D _ s z
"
35 GRADE � ._- ---_- -- �� __ -- _ _- _-----_- -_____. - 35 -- --- _ - PROP DI-f'CI--I_ - ___ 0 co
z rn GRADE �� - _. _ u- z
O 0 in 0 0 0 0 -71. 47 _� --_._-- .--�._B E-AK---P-OIN __ _ _ . -- _--- _ -.- _� 47 W Z W
0 `4. o O O `° O O O O 8 IN DITCH DITCH op
a w < co
0 0 � N NCO 1- O � OUTLET _ = cN
O 0 0 W F— U aC
p 0 0 O 0 C Ct i,,, W o
NVERNESS 3VE/SOUTHERL4\3 CORT z
J
SCALE: NCQIZ. I"=40' VERT. 1"=4' VORAY COURT
, -,
.___:
LEGEND 0' 40' 80' 120 "' c_
iiii Nil SCALE: NORIZ. r=40' VERT. Is=4'EN urn NI vl mom
ice
-- DIRECTION OF FLOW SCALE I " = 40' c) w
FFE xx.x' FINISHED FLOOR ELEVATION
_Axxl EXISTING CONTOUR
-ate---- PROPOSED CONTOUR
CL z U) �1( �e ° 200,7
9 4067E EXISTING SPOT ELEVATION I cL Z By.
qo 36,64 PROPOSED SPOT ELEVATION 6I • 50' = W �,,,�'
IN SHOULDER RIGHTIOF WAY SHOULDER
�,O-' POWER POLE SHOULDER RIGHTIOF WAY SHOULDER 6' I ' DITCH '� a
0 SILT FENCE 6' - 20' - ...--6' DITCH 20 6'--- 5' u, Q
a- LIMITS OF DISTURBANCE I - 5'-- SLOPE PAVEMENT r c Q
PAVEMENT O E 1" / FT. 1/4 / FT 1/4 / FT,,�1 / �-T° c�
u ROCK CHECK DAM SLOPE 1" 1 FT. 1/4" / FT. 1/4" / F . 1" / FT. . SfAI, S0 7.'•g . i :
— . . — . . -- ROADSIDE DITCH 3 : 1 3 : 1 3 : 1 - .,. _� _ _�;_ _�,_ s:_ •. _ . �,. •._ _� .a�•.l ,_ 3 : 1 3 : 1 Z
W Z
3 : 1 I W
TEMPORARY DIVERSION DITCH (NOT USED) I I z o
CENTERLINE -� a� — 6�! LLJ 1 _
0 LOT , :. .. .. I
sT#x ` SEDIMENT TRAP ��. •,� •�.
,������ _ .,.. . ..:. .. .. LOCAL R_=SIDE \ TIAL. . _ .:._...._.... _.:— ����•• � _OAD WWI— � — VEGETATIVE SWALE A-A, B-B, ETC. ��� D ._ \ TIAL COLL_CTOI� GOADz 7 D Z
S.D.T. 10'X70' SIGHT DISTANCE TRIANGLE Sao
111 LEVEL SPREADER \OT TO SCALE
Ls
NOT TO SCALE 6"ABC + 1.5" SF9.5A /PROJECT# SHEET 1
6" AB13 + 1.5" SF9.5A E-06-79
y 4,- 4' 404/401 WETLANDS DELINEATED BY OTHERS DATE
4. J
8-1-07
CNN 1 2
r// A STANDING WATER SCALE
SHOWN
DRAWN BY
�, # NKS of 22

1 CO \ STR' .......„ CT ON
SEQ .........„„ _______ \ ........._ ..
S�3IM =(OJT TZAR CAT DRAT\AGE PIPE C--AT
AREA 010 DIAMETER GRADE LENGTH
SEDIMENT DISTLRBED VOLUME SIZE PIPE (ACRES) (C FS) (INCHES) (FT / FT) (LF)
O TRAP AREA (ACRES) (CUBIC FEET) (LENGTH X WIDTH X DEPTH) z
_0
T D A 4.12 8.24 15 RCP 0.015 48 (/)
T -- G -- L A \ D S A I 01 .. ._.E7E-ENS C ._ tt2 0.91 3500 100'L X 10'W X 3.5'D B
C 1.0
8$ 9.220 1818 RCP RCP 0.006 0.0008 56
44
tt3 0.73 2,625 75'L X 10'W X 3.5'D D 77.4 61.34 DBL 30 RCP FLAT 48 W
u4 0.27 875 25'L X 10'W X 3.5'D Et
tt5 0.40 1,400 40'L X I0'W X 3.5'D
E 0.56 1.79 18 RCP 0.0003 44
F 0.32 1.74 18 RCP 0.0003 44
I. NOTIFY NCDENR - LAND QUALITY SECTION (PHONE #: [phone]), ENGINEER AND DWNER PRIOR TO COMMENCING ANY WORK. ttb 0.88 3,150 90'L X lo'w X 3.5'D G 0.30 1.63 18 RCP 0.0003 44
2. INSTALL PIPE T AND CONSTRUCT THE STABILIZED CONSTRUCTION ENTRANCE FOR FHASE I IN ACCORDANCE WITH DETAIL. TEMPORARY u7 0.88 3.150 90'L X lo'W X 3.5'D H 0.57 �JO 18 RCP 0.0008 44
STABILIZED CONSTRUCTION ENTRANCE AT KINROFF DR./SANDERS DR. MAY ALSO BE CDNSTRUCTED AT THIS TIME, HOWEVER, NO OTHER tt8 1.90 7,000 100'L X 20'W X 3.5'D 1 05 5.10 18 RCP 0.002244
tt9 0.88 3.150 90'L X 10'W X 35'D
WORK SHALL BE PERFORMED IN PHASE II UNTIL ALL DISTURBED LAND IN PHASE I H,�S BEEN STABILIZED WITH VEGETATION, AS nb 0.88 3.>50 90'L X IO W X 3.5'D J 1.06 3.39 18 RCP 0.0008 64
REQUIRED. ttIl 2.01 7,000 100'L X 20'W X 3.5'D K 0.60 3.26 18 RCP 0.0008 48
3. PERFORM MINIMAL CLEARING E GRUBBING OPERATIONS IN ORDER -0 GAIN ACCESS TO AREAS WHERE EROSION CONTROL DEVICES n12 0.39 1,400 40'L X 10'W X 3.5'D L 0.17 0.92 18 RCP 0.0001 44
ARE TO BE CONSTRUCTED IN PHASE I. LARGE PORTIONS OF THE SITE ARE ALREAD" CLEARED AND EROSION CONTROL DEVICES CAN tt13 0.97 3.500 50'L X 20'W X 3.5'D M 0.16 0.87 18 PCP 0.0001 44
uI4 2,10 7,000 00'L X 20'W X 35'D N 0.10 0.54 18 RCP 0.0001 44
BE CONSTRUCTED IN MANY AREAS WITH LITTLE EFFORT. tti5 0.62 2,800 40'L X 20'W X 3.5'D 0 0.26 1.41 18 PCP 0.0001 44
4. CONSTRUCT ALL SILT FENCE AT LOCATIONS SHOWN ON PLANS FOR PHASE I. nI6 0.57 2,800 40'L X 20'W X 3.5'D rr
P 0.35 1.90 48 RCP FLAT 48 ,�U��trtr�rr ,r
5. PERFORM ALL CLEARING AND GRUBBING OPERATIONS WITHIN STREET RIGHT-OF-WAY AND DRAINAGE EASEMENTS FOR PHASE I. DO to IQ 4,200 60'L X 20'W X 35'D Q 0.30 1.63 18 PCP 0.0008 44 `� Q,''�.
NOT DISTURB INDIVIDUAL LOTS AT THIS TIME. APPROXIMATELY 12 ACRES WILL BE DISTJRBED DURING THIS PHASE OF CONSTRUCTION. tte 0.40 IA00 40'L X 10'W X 3.5'D R 0.54 2,94 18 RCP 0.0008 72 �' . �cy''�,
REFER TO WETLAND CROSSING DETAIL ON SHEET C-3 AND INSTALL PIPES D P IN ACCORDANCE WITH THAT DETAIL. PRIOR TO n2 og 0.39 1,400 40'L X 10'W X 35'D S 0.29 1.55 15 RCP 0.0045 44 0. `�
20 0.39 1,400 40'L X 10'W X 3.5'D _ 'IC j as - "N'
PERFORMING ANY WORK AT WETLANDS CROSSINGS, VERIFY THAT OWNER HAS US ARMY CORPS OF ENGINEERS 404 AND NCDENR 401 tt21 0.38 IA00 40'L X 10'W X 3.5'D T 3,a1 10.93 2a RCP 0.0020 64 �a• f
tt22 0.38 1,400 40'L X 10'W X 35'D U 0.22 122 15 RCP 0.0025 40 _ . , Y_=
PERMITS IN HAND FOR THE PROPOSED WORK. tt23 0.98 3500 V 3.41 10.93 24 RCP 0.0020 64Nr.
6. GRADE ROADSIDE DITCHES/DRAINAGE SWALES AND CONSTRUCT PIPES A, B, F T1-ROUGH S E \/ ALONG WITH SEDIMENT TRAPS 111-143, 50'L X 20'W X 3.5'Dti <t�' ,q
u24 0.56 2,100 60'L X 10'W X 3.5'D
tt5, #12 AND #15 THROUGH #23. SPECIAL EROSION CONTROL MEASURES SUCH AS TEMPORARY POCK CHECK DAMS AND PERMANENT tt25 054 2,100 60'L x 10'w x 35'D Q=CIA 4: ,x0''
RIP PAP LINED SWALES SHALL ALSO BE CONSTRUCTED AT THIS TIME. SOD SWALES AT AREAS SHOWN ON PLANS. PERMANENT LEVEL tt26 0.49 2,800 40'L X 20'W X 3,5'D to-5 MIN. •,,- �y�G �,.�
tt26 0.4 700 20'L X 10'W X 3.5'D. 110-8.0 IN/HR (PER NCDOT) c�`�
SPREADERS SHALL BE CONSTRUCTED AT THE SAME TIME AS SWALES SO THAT FLOW INTO EXISTING DRAINAGE FEATURES IS DIFFUSED \. f��" J
tt28 0i6 700 20'L X 10'W X 3.5'D C-0.4 (PER NCDOT) RCP = REINFORCED CONCRETE PIPE
AND NOT CHANNELIZED. ALL SWALES SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. n29 0.10 700 20'L X 10'W X 3.5'D THE MN. DESIGN CRITERIA ABOVE IS BASED ON CFS - CUBIC FEET PER SECOND
7. CONSTRUCT ALL STREET SECTIONS AND SHOULDERS, WHICH SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADES ARE ACHIEVED. tt30 1.00 4,200 60'L X 20'W X 3.5'D NCDOT REOUIRF-MENTS, wHICH ARE MORE LF - LINEAR FEET X
GROUND COVER ON SLOPES SHALL BE ESTABLISHED WITHIN 21 CALENDAR DAYS OF DISTURBANCE FOR ANY PHASE OF GRADING. 1� 0.08 700 20'L X I0'w x 35'D STRINGENT THAN CALCULAiCU VALUES. IN MOST CMP - CORRUGATED METAL PIPE Cn Q
tt32 0.08 700 20'L X 10'W X 3.5'D CASES, DESIGN VALUES ARE ACTUALLY MORE �t
8. CONSTRUCT ABC BASE COURSE ON ALL STREETS. 433 0.07 700 20'L X 10'W X 3.5'D CONSERVATIVE THAN NCDOT VALUES.
DWPP - DOUBLE-WALLED PLASTIC PIPE _
9. ONCE AREAS WITHIN STREET RIGHT-OF-WAY HAVE BEEN STABILIZED WITH VEGETAl10N AND STONE BASE HAS BEEN CONSTRUCTED, tt34 0.07 700 20'L x 10'w x 35'o NOTE rCO
CONTRACTOR MAY CLEAR AND GRADE ANY REMAINING AREAS THAT ARE WITHIN THE CLEARING LIMITS OF PHASE I. THERE WILL BE tt35 0.60 2,800 40'L X 20'W X 35'D
APPROXIMATELY 49 ACRES IN HOUSE, YARD E SEPTIC AREAS IN PHASE I, THEREFOR, GRADING/CONSTRUCTION OF LOTS SHALL BE ' 0.38 1,400 40'L X 10'W X 3.5'D I. CONTRACTOR SHALL USE INVERT ELEVATIONS SHOWN ON PLANS FOR CONSTRUCTION.
PERFORMED IN ADDITIONAL PHASES SO THAT NO MORE THAN 20 ACRES OF LAND ARE DISTURBED AT ANY GIVEN TIME. t 7 0.38 1,400 40'L X 10'W X 3.5'D GRADES SHOWN ABOVE ARE ROUNDED. � U U
tt38 0,37 1,400 40'L X 10'W X 3,5'D 2. PIPE LENGTHS ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR N z
10. OWNER/CONTRACTOR MAY THEN CONSTRUCT THE SINGLE-FAMILY RESIDENTIAL DWELLING UNITS AT EACH INDIVIDUAL LOT IN PHASE I. 439 0.36 1,400 40'L X 10'W X 35'D VERIFYING CULVERT LENGTHS, PRIOR TO BEGINNING CONSTRUCTION. r\ _ C
TAKE CARE TO DISTURB THE LEAST AMOUNT OF AREA AS POSSIBLE FOR CONSTRU.;TION OF DWELLINGS,INGS YARDS, DRIVES AND SEPTIC TOTt'L 24.75 95.200 dq 0 d
AREAS. DO NOT DISTURB ANY AREAS OUTSIDE OF THE CLEARING LIMITS AND DO NOT DISTURB ANY WETLANDS OTHER THAN THE X D W{ U ti
THREE PERMITTED STREET CROSSINGS. DESIGN STANDARD - 133.3 CY (3,600 C=) SEDIMENT TRAP VOLUME PER DISTURBED ACRE. I- �'
0 � cal (3
II. OFFSITE SEPTIC SYSTEMS, WATER DISTRIBUTION SYSTEMS AND ANY OTHER UTILITY MAY BE CONSTRUCTED DURING THIS TIME. STORAGE VOLLAvE (CUBIC YARDS) • (LENGTHXWIDTHXDEPTH)/27 M Q a- U
12. SEED ALL DITCHES, SWALES AND ANY OTHER DISTURBED AREAS WITH TEMPORARY SEEDING PER SCHEDULE ON THIS SHEET. . dam' O
ESTABLISH GROUND COVER WITHIN 21 DAYS. DEPTH AS d. cn = Q` m
13. CONTRACTOR SHALL PERIODICALLY REMOVE SEDIMENT FROM ALL SEDIMENT TRAPS. CONTRACTOR SHALL INSPECT ALL EROSION SHOWN ON .�
CONTROL DEVICES PERIODICALLY AND AFTER EVERY SIGNIFICANT RAIN EVENT AND SHALL PERFORM NECESSARY MAINTENANCE AND/OR PLANS SOD ENTIRE SCALE d N
REPAIR. SWALES A-A THROUGH L-L LIL.1 CD W c
14. UPON COMPLETION OF HOME CONSTRUCTION AT EACH INDIVIDUAL LOT, SEED AND/OR RE-SEED ALL DISTURBED AREAS WITHIN ROW I- LLl < c
WITH PERMANENT SEEDING PER SPECIFICATIONS SHOWN ON THESE PLANS. I C _
15. AS INDIVIDUAL HOME CONSTRUCTION NEARS COMPLETION, CONTRACTOR MAY CONSTRUCT ASPHALT SURFACE COURSE ON ALL S W A L E (.. ;A L C U L A T I O\S - - - - ,,, W as
STREETS IN PHASE I. ONCE ASPHALT SURFACE IS IN PLACE, FINE GRADE ALL AREAS WITHIN RIGHT-OF-WAY AND APPLY PERMANENT """„""' ,/////j`/rr// ga f
SEEDING PER SCHEDULE. ASPHALT PAVING MAY BE PERFORMED PRIOR TO BUILDING ON LOTS, PROVIDED ALL DISTURBED AREAS HAVE /";////r�/ Z 0 -=
BEEN STABILIZED WITH VEGETATION. 3 / "'�j��r,,,, „10/'' .\ co
16. IF ANY LOTS APE TO BE RESERVED FOR CONSTRUCTION AT A LATER DATE, THEN CONTRACTOR SHALL SEED LOT WITH CHANNEL VELOCITY VELOCITY
+""""��•.,,,,,,,����„��� "„"„"' ,r//j '"//
PERMANENT SEEDING AND MAINTAIN EROSION CONTROL DEVICES UNTIL HOME IS BUILT, AREA QIO _ialDE- SLOPE (BARE) (GRASSED) ,,,,//�/""'��//��/r, injTh
agioli
EROSION CONTROL DEVICES WITHOUT APPROVAL FROM ENGINEER. SECTION (ACRES) (CFS, SI..OPE (FT / FT) (FT / SEC) (FT / SEC)
17. DO NOT REMOVE ANY TEMPORARYO
18. PERMANENT GROUND COVER FOR ALL AREAS SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS ""����,,,,,���/�""
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF GRADING OPERATIONS.
19. ONCE PHASE I HAS BEEN GRADED AND STABILIZED WITH VEGETATION, WORK MA1- BEGIN ON PHASE II. INSTALL EROSION CONTROL A-A 3.66 11.71 :3I 0050 3.41 1.36
B-B 3.77 12.06 321 .0035 3.06 1.22
DEVICES, INCLUDING SILT FENCE, IN SAME MANNER AS PHASE I. C-C 1.36 6.14 ,, .0050 2.76 1.11 V V L TAIL 1
20. GRADE ROADSIDE DITCHES/SWALES AND CONSTRUCT PIPES C, E E U ALONG WIT ; SEDIMENT TRAPS =4, tt6-1*II, 14I3 E 1114. D-D 2.10 6.72 .0045 2,76 1.10
21. PERFORM ALL CLEARING AND GRUBBING OPERATIONS WITHIN STREET RIGHT-OF-WA`r AND DRAINAGE EASEMENTS FOR PHASE II. DO E-E 0.62 3.37 .0040 2.06 0.83
F-F 0.57 3.10 3 I 0050 2.20 0.88
NOT DISTURB INDIVIDUAL LOTS AT THIS TIME. APPROXIMATELY 3 ACRES WILL BE DISTURBED DURING THIS PHASE OF CONSTRUCTION. G-G 1.12 6.09 3:1 .0035 2.43 0.97 SCALE NTS
22. SPECIAL EROSION CONTROL MEASURES SUCH AS TEMPORARY ROCK CHECK DAME AND PERMANENT RIP RAP LINED SWALES SHALL H-H 1,94 10.56 '• ,1 .0035 2.96 1.18
ALSO BE CONSTRUCTED AT THIS TIME. SOD SWALES AT AREAS SHOWN ON PLANS. PERMANENT LEVEL SPREADERS SHALL BE I-► 0.49 2.67 .0030 3.80 1.52
CONSTRUCTED AT THE SAME TIME AS SWALES SO THAT FLOW INTO EXISTING DRAINAGE FEATURES IS DIFFUSED AND NOT K-K 1.2.08 8.78 3.1 .0035 2.10 0
K-K 1.00 3.7$ ;�', .0030 2.10 0.84 -I
CHANNELIZED. ALL SWALES SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION, L 0.60 3.26 3.1 .0050 2.25 0.90 -J
23. CONSTRUCT ALL STREET SECTIONS AND SHOULDERS, WHICH SHALL BE SEEDED IMI,/1EDIATELY AFTER FINAL GRADES ARE ACHIEVED. p_;
GROUND COVER ON SLOPES SHALL BE ESTABLISHED WITHIN 21 CALENDAR DAYS OF DISTURBANCE FOR ANY PHASE OF GRADING. D W
24. CONSTRUCT ABC BASE COURSE ON ALL STREETS. Q=CIA FRACTION FACTORS 0 F
n=0.05 C= GRASS 25. ONCE AREAS WITHIN STREET RIGHT-OF-WAY HAVE BEEN STABILIZED WITH VEGETATION AND STONE BASE HAS BEEN CONSTRUCTED, 0.40 ' 0.6�', n-0.02BARE EARTH Ft o
a
�
il0- 8.0 IN/HR p
CONTRACTOR MAY CLEAR AND GRADE ANY REMAINING AREAS THAT ARE WITHIN THE CLEARING LIMITS OF PHASE II. THERE WILL BE 1-50' MIN. LENGTH Co (n 0Nr
0
APPROXIMATELY 29 ACRES IN HOUSE, YARD E SEPTIC AREAS IN PHASE II, THEREFORE, GRADING/CONSTRUCTION OF LOTS SHALL BE v- 1.49 R 2/3 d 1/2 1�
PERFORMED IN ADDITIONAL PHASES SO THAT NO MORE THAN 20 ACRES OF LAND ARE DISTURBED AT ANY GIVEN TIME. NOTE: n 0 �' •
CV
26. COMPLETE CONSTRUCTION FOR PHASE II IN SAME MANNER AS REQUIRED FOR PHASE I IN LINES II THROUGH 18 ABOVE. I. ALL SWALES LISTED ABOVE SHALL BE LINED WITH BERMUDA OR CENTIPEDE SOD PROFILE 0 0 U
F-
IMMEDIATELY AFTER EXCAVATION. SOC SHALL EXTEND UP TO THE TOP OF SLOPES OR A L co I z
MIN. OF 1.5' ABOVE FLOW LINE. SLOPES HIGHER THAN 1.5' ABOVE FLOW LINE MAY BE
SEEDED IN ACCORDANCE WITH SEEDING SPECIFICATIONS. Il• Y ry
2. ROAD SIDE SWALES/DITCHES ARE NOT REQUIRED TO BE SODDED EXCEPT AT LOCATIONS p Z U CD
SHOWN ON PLANS. --
_ _ EXISTING ROAD LU Z Q LW
SEEDI\G SECIFICATIO\S
;,; W HUQ t
SOIL
n, R AC^ II'1. A n ITr / --'-r-II I-7�n r ( W O
A vIL_NDMEN I S/ PE< I IL_ILL.__I� P./W -�N / R'W �-4. C� �'
r j
Zr- V) e
DATE
TYPE APPLICATION RATE ` \
GENERAL
LIME 3,000 LBS/ACRE
ALL FERTILIZER (10-10-10) 800 LBS/ACRE
I. CONSTRUCTION ACTIVITIES SHALL NOT EXTEND BEYOND CLEARING LIMITS LINE SHOWN ON THE PLANS.
SEASONS 2. NO WORK SHALL TAKE PLACE I?J AREAS IDENTIFIED AS WETLANDS, EXCEPT AT THE THREE PERMITTED PLAN W
MULCH 1.5 TONS/ACRE CROSSINGS. W - _
3CONTRACTOR
REQUIREDIS
RRESPONSIBLE�F.t^P MAINTAINING ALL EROSION CONTROL MEASURES AND SHALL AMEND
MEASURES AS V JT ACCELERATED EROSION FROM TAKING PLACE ON THIS SITE. L.LN
CO )
4, OUTLET SWALES A-A THROUGH L-L SHALL BE SODDED IMMEDIATELY UPON COMPLETION OF GRADING. 7
CC 5. ONCE ALL AREAS HAVE BEEN STABILIZED, CONTRACTOR IS TO REMOVE TEMPORARY EROSION STABILIZED CONSTRUCTION ENTRANCE J 0 AUG; U Z0�17 t i
PE �/lA\ANT SEEDING CONTROL MEASURES, RE-GRADE, RE-SEED RE-MULCH TO STABILIZE THESE AREAS, NOT TO SCALE <¢-- (I)
6. FOR ADDITIONAL REQUIREMENTS, REFERENCE DETAIL SHEETS. LLJ
DATE TYPE APPLICATION RATE p Z - -----------,,_„....„„j
W ___ I \
- Construction Specifications' Q W
ALL SEASONS TALL FESCUE 100 LBS/ACRE D
I. Stone ;he MS-IA MIA size Na. 2 c2 yr to rt orStone
COMMON BERMUDA
AASHTO csslgna;ion M43, size No. 2 c2-I/2' to !-I/27. Used Z
crushed store.
2. Length - As effective, but not less then 50 feet. U I 0
APR. I - SEPT. 1 UNHULLED 50 LBSiACRE a Thl ss - Not less than B hches, Z
4, Width - Not less than full width of oil points ingess or
SEPT, 1 - APR. 1 J. Washing - When neoesso;�;, wt,eels shall be cleaned to C)L LBS/ACRE
\OTE : seciment prior to entrance onto public rig-q of-way.
CD Z
SEPT. I - APR. I ONLY RYE GRAIN 50 LBS/ACRE CONTRACTOR SHALL ENSURE THAT HE/SHE AND ALL w" "a gst 'hd' it shotbe done an approved ementa troP bili Cr) W
HIS/HER WORKERS (CONTRACTORS, SUBCONTRACTORS AND a sedmenttorbosh. All sediment shall be prevented fse entering W Z `j
C any storm loin, ditch, or other watercourse through use of sand C/' /'1
5 O LBS/ACRE bags, gravel, boards or other approved methods. '"� �' t j
APR. I - SEPT. I ONLY GERMAN MILLET OTHER SITE PERSONNEL) DO NOT DAMAGE CONSTRUCTION 6. Maintenance - The entrance shall be mdntdned In a ed J = r 1
- STAKES OR OTHER MEASURES USED IN LAYING Publiccondit
is-ofwIwIch will prevent trade eo Periodic
of sediment onto 0
OUT THE Pub rignfsrof-way. This may regtke periodic tap dressing With
additional s.one as condtions demand and repair and/or cleanout L(i
- PROJECT WHETHER BY THE ENGINEER OR ANOTHER ENTITY of any me eles used to trap sediment. al sediment spilled, Q 0 W i :
dropped, washed or tracked onto public rights-of-way must be
TEMP02A2Y SEEDING INCLUDING THOSE UNDERTHE EMPLOY OF THE removed frrcnedlately. = W Z Q
CONTRACTOR. CONTRACTOR SHALL ENSURE ALL WORKERS
DATE TYPE APPLICATION RATE VERIFY THAT STAKES, MEASURES AND GRADES APPEAR � W W CO
=
B /,A, TO BE ACCURATE. IF ERRORS, CONFLICTS OR OMISSIONS 0 00
Z
DEC. I APR. 15 KOBE LESPEDEZA 50 L S C RE ARE DISCOVERED, OR ANY QUESTIONS ARISE REGARDING t� I-- 0
RYE GRAIN 100 LBS/ACRE THE WORK, NOTIFY THE: STAKING ENTITY IMMEDIATELY, STA3ILIZED CO\STZUCTIO\ E\7 ZANCE
PROJECT# SHEET
PRIOR TO ANY ASSOCIATED WORK. ENGINEER SHALL NOT E-06-79
APR. 15 - AUG. 15 GERMAN MILLET 40 LBS/ACRE BE RESPONSIBLE FOR ERRORS N STAKING OR LAYOUT, SCALE= NTS DATE
AUG. 15 - DEC. 15 RYE GRAIN 100 LBS/ACRE 8-1-07
C..2 1
SCALE
SHOWN
DRAWN BY
.�. .sue of 22
NKS J

IIIIIMINIMIMINOMMakitaMMINKIMIIIIIMIIT
!2 SIO\ CO\TROL/STOMVVAT= \OTES :
I. CONSTRUCTION ACTIVITIES SHALL NOT EXTEND BEYOND THE CLEARING LIMITS
LINE SHOWN ON THE PLANS.
2. NO WORK SHALL TAKE PLACE IN AREAS IDENTIFIED AS WETLANDS, EXCECT 18 FES 2 4" FE S
co
AS PERMITTED BY US ARMY CORPS OF ENGINEERS AND NCDENR. THERE ARE A 4. 5> 6 �'
TOTAL OF THREE STREET CROSSINGS WHERE WETLANDS WILL BE IvPACTED.
3. THERE MUST BE A MINIMUM 30' VEGETATIVE BUFFER BETWEEN ANY D 2 2. 0 Z
RAH W 6 6.0' O
IMPERVIOUS SURFACE AND SURFACE WATER COURSES. CLASS B
u�
RIP
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL tt57 WASHED 1_5' MIN 18" d 1 1 . 0'
MEASURES AND SHALL AMEND MEASURES AS REQUIRED TO PREVENT Of
STONE I _ _ W
ACCELERATED EROSION FROM TAKING PLACE ON THIS SITE. - - w
s`����'
5. ONCE ALL AREAS HAVE BEEN STABILIZED AND WITH ENGINEER'S 0 � •` °9°°�°°9, ° ° ' �` 5 MAX ,LAN VIEW
APPROVAL, 5`- �• - a°moo°moo°gip°moo°�o,�oao! Permanent Soil
CONTRACTOR IS TO REMOVE TEMPORARY EROSION CONTROL MEASURES, 1'�9 if °�_ o°�n°�'o o�o°� °�o ���-.
RE-GRADE, RE-SEED E RE-MULCH TO STABILIZE THESE AREAS. "�$ " ° °°�p°�°°�°°� °� 4` vo Reinforcement �����
FOR ADDITIONAL REQUIREMENTS, REFER TO DETAIL SHEETS. Matting (PSRM) ----,...., Install l e ve I and flush
u s h
FILTER FABRIC ♦.�♦♦♦♦ J
6.7. IF EXCESS SOIL, TOPSOIL, CLEARING DEBRIS, ETC. IS GENERATED BY GRADING 12 ♦♦♦♦� with natural ground
OPERATIONS, THEN CONTRACTOR SHALL DISPOSE OF IN A PERMITTED LANDFILL. ♦♦♦
ANY OFFSITE BORROW REQUIRED FOR CONSTRUCTION SHALL BE OBTAINED FROM PROFILE SECTION ♦♦♦♦♦.' �i�+�us�er
A PERMITTED MINE. Pipe or Ditch �� ,,
III
��♦ Day OutletN + _ ,
DESIGN RIP RAP OVERFILL 6"
SETTLED TOP FOR SETTLEMENT ♦♦ = 'act ;' �=
�I Y
00 20 ° 0° -.-Bii,o,„,.4,44, ............;
N
RIP RAP APRONS °°9°° ° a° c°`� Square Scour � ��►5' MAX. L "°9 o°9 o X p o EMERGENCY BY-PASS 6" .�.,o°�fl° �� o o i BELOW SETTLED TOP OF DAM HoIe (PSH) �''�" ''' (6 min, typ.)
MIN. DIMENSIONS o oo �PIPE DIA. WI W2 L, LENGTH STONE SIZE THICKNESS— I� 3' MIN. A NATURAL GROUND X
A 18" Io.o' lo.o' lo.o' CLASS B 12" FILTER F 7,BRIC (Rip Rap in Q
C 18" FOR POOR DEFINED CHANNELS �, •Ak#A
0' , CLASS e I2" asinnot shown D (2) �" 120' 120' ' N co =
for clarity) �� ♦♦' '� Cl_
IS" 10.0' 10.0' 10.0' CLASS B 12" CROSS SECTION ����♦
T 24" 10.0' 10.0' 10.0' CLASS B 12" ♦♦♦.♦♦' U
N.
10.0' 10.0' 10.0' CLASS B 12" _�-._, N.
_ � �
Pipe or Ditch h � Q L
oc\I ea
Outlet O
SECTION A-A m , o
TEMPORARY S=3IME\ T J.RA //j o Q
\CDOT RIP RAP CLASSIFICATIO\S SCALE: NTS ,."
ope o PSRM n a
DI0uJ °'
c
CLASS d,MIN d,50 d,MAX APRON TNICKNES Natural W '—� � •�
A 5" 4" 6.. 9° — CSC N c
13 5" IC f2" 12 _ Liner: Class 3i �a �u a�
15° P
Ground `�
I7" P _W �
2 9" 14" 23" 18" Thick with Filter Fabric
cu
� C" o 3�— 2: 1 Slope � W z =�c� _ 2.
2: 1 Slope -... (5''N
0
RIB RAC ARO\ C; —AT \ -
LEVEL SREA9=R ,
N.T.S.
U
LaJ
0 W ct
a D
a O
TEtv�', ST• �
d DITCH CHECK
O
41
a" DVSNr
IY W N
�",!��! - -L, I p U
O% GRADEifii�s�i� �" _��' `\�` O (�
_ _ _ _v � � ,,i.. a 8' MAX. STANDARD S1 RENGTN FABRIC W/WIRE FENCE = z
III I i �! �!_,� v '%�! .L �:�!�� .�•�`:/ r.-14 \_. EDGE OF PAVEMENT ► �''
a •• +s' •i• ` 6' MAX. EXTRA Iy > Y
01.
2 �',. . a • : 7 • SEE CHART } 11 STREN�TN FABRIC W10 WIRE FENCE z III III—
. . .! ! �� � .�,ay• �, LL '- — X
ill— t Ly
W Z �W �
RIP RAPt} WELDEDro
WIRE FABRIC
FILTER BLANKET BACK I' �Q W Q C])
SLOPE: W H = Q N
CROSS SECTIO\ /
Q
�. W
,` wc�
ISOMETRIC VIEW I I _T_ - - Y 0, C7 r•-
a j
If•:• .....fit. I..............r Z �- (n
I. La IS THE LENGTH OF TFE RIP RAP APRON. I• MIN. NATURAL GROUND I
2 MINIMUM APRON TI-�CKNFS.4 IS SHOWN IN TI-E (�`
:•r ,
CHART ABOVE. \tti I_ allIl— s'i CV
....•Ella , ...............................ihrg
3. IN A WELL-DEFINED CHANNEL EXTEND TF -,_� 3, �.........:........z ...'._..�
APRON UP THE 6' ABOVE
BANKS TO AN III`I.=11.^II.•:II-II=II.=II%�II� .:II-II�II�II II�II�II�II- L p sy /..�....�..........;, e _
LU
DEPTH R TOOF TABOVE TIE MAX TAIL WATER _ Y �'I� �1 j"��1'..��I .IL,•II_ II IhI)!�Ih�JCyI� C�I,��I��,• • "•"
DEPTH OR TO THE TOP OF BANG. WHICHEVER IS = -_C = = = = ` -i i - �.
LESS.
CROSS SECTION
4. A FILTER BLANKET OR FLIER FABRIC SHOULD VEE DITCH L j J
BE INSTALLED BETWEEN THE RIP RAP AND SOIL
FOUNDATION. '�-��-
�,I��.P� ♦ �. WIRE FILTER FABRIC — J y
+/"'�� I 411.111111P411
MIN. NATURAL GROUND FASTENED TO WIRE Q �,
LU
w By; 1
..do oiwip_40.0. IV
--I
;. t • .��N� CROSS SECTION
D —�'
TRAPEZOIDAL DITC; I FILTER FABRIC 5' STEEL T-POST0 9
"CO P P P P P P P
CD 1
�'
4 1,-
COMPACTED FILL ---\ t3 I'—' 0
P� P P P C. P P O O P P Z
W IA/2 BASE OF DITCH \ o I-
�P P P P P P P O O P C 12" �,�
1
_ _
SEDIMENT -12' M�1 .�_.•;• 0
TRAP 44..ki : i �/ w
P P P P P P P P O ���{ i f
,--
.=��� FLOW ..._.
..~,":.., I --- w Q, O
11-ji _
, 4 ``M o P o OPTIONAL TYPE "B" 4 6' '_,• •�j=
1►iiiiiii � .P-,P•.P�.o�.•,• ��� SILT BASINL --__, '= `•: I H
cir61
�� �► � _- �.- — 12" THICK =57 S T c.,"I_ .% `� CO
EXTEND FABRIC AND
. I I aC � zO
�, ' ELEVATION VIEW --�-I 4" I }. -I WIRE INTO TRENCH �`'
• �► i • L M W W U)
�'�+ ���M �►+• Pl,.• P Iwo,
babiii
cn F— 0 O
P OJECT# SHEET �\
SIP APS OUTLET ��OTECTIO\I DETAIL TEMPORARY -� — 22
T�MO�A )" SILT F=\CE p Tos-79
Y K C, ��!<. C —EC < DAM
$-1-07
SCALE NTS I`'dCDOT STANDARD ttI605.OI SCALE NOT TO SCALE SCALE: NTS
WSHOWN
11/4
DRAN BY
of '''"
�ERW