125-22 Residence at 9th LLC Oversized Plans

SHEPARDI STREET
LOT #
NC CAMA
BUA*(SF )
NCDEQ
BUA*(SF )
LOT #
NC CAMA
BUA*(SF )
NCDEQ
BUA*(SF )
1
1900
1900
14
1646
2250
2
1700
1700
15
1680
1900
3
1700
1700
16
1680
1900
4
1700
1700
17
1680
2200
5
1700
1700
18
1680
2200
6
1700
1700
19
1680
2200
7
1700
1700
20
1680
2200
8
1700
1700
21
1680
2200
9
1900
1900
22
1750
1750
10
1750
1750
23
1750
1750
11
1750
1750
24
1750
1750
12
1330
1700
25
1750
1750
13
1766
2400
I 4 IN THE CASE OF A LOT WITHIN CAMA'S REGULATED 75' AEC,
WHERE THE DIVISION OF COASTAL MANAGEMENT CALCULATES A
-� 4' 20 10 0 20 qp DIFFERENT MAXIMUM ALLOWABLE BUILT -UPON AREA FOR THAT LOT
SHEET Cl OF 8 I rl-�� ''1 1 1 1 THAN IS SHOWN HEREIN, THE GOVERNING MAXIMUM BUILT -UPON
PROJECT # 636-105 AREA FOR THAT LOT SHALL BE THE MOST RESTRICTIVE OF THE
TWO. BUILT -UPON AREA MORE THAN NC CAMA BUA SHOWN IN THE
DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn SCALE: 1 = 20 TABLE REQUIRES ADDITIONAL ENGINEERING AND PERMITTING.
ELM]
LJ
Hog Uum LON
H DI @,an
T RlVEll
Non _�JE PEE ED p
PP pl mrmm Ir"
SUGARLOAF
ISLAND
VICINITY MAP
SITE DATA
TOTAL AREA = 2.433 ACRES (105,961.71 SF) TOTAL NUMBER TOWNHOME LOTS = 25 EACH
TO PROPOSED BULKHEAD MAXIMUM ALLOWABLE DENSITY = 36 UNITS/AC
EXISTING BUA = 80.971 SF PROPOSED DENSITY = 10.27 UNITS/AC
AVERAGE LOT SIZE = 2,534.45 SF
AREA WITHIN 75'AEC = 33,165 SF SMALLEST LOT SIZE = 1,757.4 SF
EXISTING BUA WITHIN 75'AEC = 16,899 SF MAXIMUM HEIGHT = 70'
ALLOWABLE 30% BUA 75'AEC = 9,949 SF PROPOSED MAXIMUM HEIGHT = 50'
PROPOSED BUA 75'AEC = 17,180 SF ALLOWABLE FAR = 158,942.5 SF
MAXIMUM FAR PER UNIT = 6,357 SF
REDEVELOPMENT BUA OVER EX BUA = 9,723 SF
REQ'D BUA TO TREAT FOR 30% = 7,231 SF
REQ'D 1.5" TREATMENT VOLUME = 904 CF
TREATMENT VOL R-TANK LD = 4.22 CF/MODULE
REQ'D NUMBER OF MODULES = 215 MODULES
PROV'D NUMBER OF MODULES = 216 MODULES
PROV'D TREATMENT VOLUME = 911 CF
PROPOSED BUA
TOTAL LOTS 1-25 = 47,350 SF
STREET = 18,920 SF
COMMUNITY AMMENITY = 10,000 SF
FUTURE MISC= 4,700 SF
TOTAL = 80,970 SF
SETBACKS
FRONT = 10'
SIDE = 10'
REAR = URBAN WATERFRONT
SIDE ON CORNER = 10'
REQUIRED PARKING
25 UNITS @ 2 SPCS/UNIT = 50 SPCS
1 SPC/6 UNITS = 5 SPCS
TOTAL SPACES = 55 SPCS
PARKING PROVIDED = 55 SPCS
NOTES
1. ALL PARKING SPACES SHALL MEET THE SIZE REQUIREMENTS OF 9'WIDTH X 18'LENGTH.
2. BOUNDARY, TOPOGRAPHY & EXISTING CONDITIONS INFORMATION TAKEN FROM DIGITAL
FILE PROVIDED AND SURVEYED BY E. GLENN CORBETT, PLS OF THE CULLIPHER GROUP,PA.
3. PLAT NOT FOR RECORDING. ALL STAKING AND LOT INFORMATION TO BE VERIFIED
BY A PROFESSIONAL LAND SURVEYOR.
4. PROPERTY IS LOCATED WITHIN FLOOD ZONE AE8. REFERENCE FIRM COMMUNITY
PANEL NO 3720638600J DATED JULY 16, 2003.
5. PROPOSED COMMUNITY MARINA. BOAT SLIPS AS AUTHORIZED BY NCDCM IN THE FUTURE.
NO LEASING OR RENTING OF SLIPS ALLOWED TO ANYONE NOT RESIDING AT THE RESIDENCES
AT BASK. NO COMMERCIAL USES PROPOSED OR ALLOWED. PRIVATE RESIDENTIAL DOCKING
ONLY. (NOTE: THE TOWN OF MOREHEAD ORDINANCE TECHNICALLY CLASSIFIES THIS AS
"RECREATION USE, OUTDOOR (MARINA))
6. PROJECT IS REDEVELOPMENT OF AN URBAN WATERFRONT. VEGETATED SETBACK EXEMPT
PER SESSION LAW 2008-211 SECTION 2(e)
7. THE PROJECT STATE STORMWATER PLAN WILL BE COMPLIANT WITH SECTION 13-3 OF THE
UNIFIED DEVELOPMENT ORDINANCE. NO STORMDRAINS OR DITCHES ARE PROPOSED FOR THIS
PROJECT AS IT WOULD BE IN VIOLATION OF THE CRITERIA FOR STORMWATER REDEVELOPMENT.
NO WETLANDS REVISIONS:
No. BY DATE DESCRIPTION
EXIST ON SITE
I GYT 7126122 MARINA DIMENSIONS
2 GYT 7/27/22 BOUNDARY TEXT
PERM I TTEE :RESIDENCE AT 9TH , LLC
ADDRESS: 1 2 5 H O R T O N DRIVE 3 GYT 8/9/22 REMOVED PLATFORM
MOREHEAD CITY, NC 28557 4 GYT 9/22/22 75'A �D REV 8U
PHONE: [phone] GYT 191291221 ADDED RTANKS
REDEVELOPMENT SITE PLAN
ESIDENCES AT BAS K
A TOWNHOME COMMUNITY
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: A -TEAM ENTERPRISES, LLC DESIGNED:
ADDRESS: 125 HORTON DRIVE RDC/GYT
DRAWN:
MOREHEAD CITY, NC 28557
RDC/GYT
CA,RII�PHONE: [phone] CHECKED:
THE CU]LlLIP H[]ER GROUP, P.A .
2:•'a4 ° 9 y ; APPROVED
Q r ; _ ENGINEERING & SURVEYING SERVICES
13a 3 : _ 151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
773-0090 LICENSE NO. C-4482
AVGItNf.�' �� J ! 6/9/22
"'44D ' ' �,�.��_�1 i �� S CAL E
�`/0111 C� +`\�� BONA LD CUL LIP H[]ER, P.E. ' 1 " = 20 /

SHEPARD
60� PUBLIC STREET
,, \ ., , _ R/W
-- { _ Ic \1 •____ / .: 1`t Y �' \ 4\ ,, , i•.� - - _ ,T.----_--_ __-2.5_-- - .
v I i" ,- vv y v - A --
-I-e_—='�1 .may __-- ---- - l�
I Irk ---� \ _ —�.L - i� - J, - - - - \ --\
- - - - O \ _ - , _ - - - - - - - - - - - - _ - , _
I" _ _ _._ ,
J 1 , t! , C Y r J c -
0 - r -- - --- r� \ \ - C----
_ _
_ ,- -
rJ
I I \ ) �' J F �, l f J F,?" I F �. J•� C r; _ _. _. ._ ... .: -._. "- _ P - \ �,. l I
/-- , J_1rJ,CC>�Frjr J`Fr,rf(J F, ��JrcCl FJ rJ_I< jr�stJr , �•,t, _ _ .'.- - _-_
I I \ / / x ' f,t . -rJ�1t�E= y'_-CJL�t�-J��rj `-T.+....1-C'J `- fJJtJ tJ.._JrJ �`..�J-f `- fJ�.. C >�,: -`!• _ - - - - - -
I J� J (7 C, Cj rl J{` JfJ r, :/ ( k;, - -- --
^ { (>cf 1( it rJrr l r lr \ rjr(lr it r%t l r lr O rJrt lr it \ rJCr l r lt, srr �r t It '�> ram, (l( r r , rl { ( ( - _ - - - -
\ / }ti ) w) ` J[ti , ) ,.. }•� 1 } C ` j ` `l r ` tCl �• _ �lr}�lr � c lrJ li C+ `�{ J •4 t `' , , f / / �.. - �- ! , (. C f J ` _ .- r / / _ \
/ \ fd C>(-'- (j{- `- t j{- rjC' `- t>{- ... t j f \- (->t {"Jr f'- (l J {-J ,)t {{.. - , l \
9 f Jr CJC'c lr CJt� Jr tjC i J,- r>C C dr tJr r JJ jyi� Jr r>C r lr rJr fr t)t ( rJr rJr-c tJr r `� {J \ r J,t W r ( j { !11 1. r l( �� - J
\ /� y .� rtY 'rc�rrY I-c� [Y 'r r\ J c� t� Jrc� (\ �I��t (•\� ! f J � ( J J { I ¢ r J%r� ( { <I l <�1rJ 1 r {J�I \ .�__l7 {` �tJti}. \ - S•'° --- . ,
I J ) J C , C X J r, C `X j C XJ rj r `X l rJ C a� r, C 1 r /"' jr C Y r , r ` r j C \ \- fJ{ `- C){- `- tj{ •. (J{ > i �� • - Q - ..-a- ,
\ / t t `� t { ( -,(Jr c J,-j(JC r JrjrjC c J, GJ�c Jr)f.0 c r , - - -
i- j 1� J^y� ){ ) I ) ` 1 ) - J '\ y 1 J• I 1 ,cam;-+ ) I 1 ) I t ( 1 ( ,J r ,r r Cr I ' r ^�` - - '
I \ . F J S )CFJ J,... C J' rJ.... CF} C`J� F� d . (J T C } -S'f J��V } {J_. J? } rJ-'t i" l rJ C J F,r } r } lr JCC�� r" r \C r"` r `ir r �` C Y r" r r r C` r J._ c.� �. ° c� }
I F l F J F 1 F J F J F J F JCF l CF J f j 1 I J 1 I Y� J J' x�) J
\ t) rF r tJ rF r s (JrF t (r F C r r_"F C �_"F (/_' t t r` { %" r_' ?_ r` ( r t r `r t r" ( - \
r r J _ r J J _ r . J r l ) r () J Fr ! J Fr cJ J Fr Cj () Fr t\, CJ Fr C () Fr () ) J ) J 1 �+ I J ) J ) 1 - - -
/ 1 Y J r J r _ J J_ _ I f J J I f J J i J I } tJ ( J rJ r J t UD C} {Jv ( i l rd r e J C J. �C ) {A \
\ /fJ" (J�)f CI-Ir t )r ( Jr -r 'r r Ir r ) c % J C J {\J JF IF JF JF JF JF lF y - -- a'a - j
() Jt) JrJ ` J JC J _ lC l _ Jf J J( ) ()_, ?` LJy J CJC J,.,(J( .' rJ.... ()( (){ I % % ( ? % % S - ? r \.� -_ - -
I ( ' 'f (J (J LfT r( J { l { J i J_� J { J { J r > t j Y Fr) rJ (e y Fr", CJ l " FrJ {J CJ ._ Fr Cl (J _ Fr^I (J rl _i> r C) (J _ ICrg _ - - - _ - - -
�, \ , x )t) rtlril( pit}�{� t�l�i� r(i(lt�rl Jr(1CJ{1(1 'rflr}�r ti Jr�tr1 jr[�rJt1f1(�rlr, JrtlrJ({ j 'r[(Ji f1 'Cf1C !�%rl (Jif t)�{J rj!CJrJ 'rJtijr CJ%Jt '{J!�Jr ty / I J, \ �i -
\ "a may{ `l(,(` w {, . {, . . [, C, . G, . ` ` {, .. {, {, . {, {, J I r,C JC>( (J{ rjC Jrj{ JfI Jr) _ i� - \ \ \ - �- M1 i
yY (j `c, Jr)(,(r J1-)t.A L` (l/- (kfi`C` C,r,rJr)C CJrjC>C`c (lr'jC', / )rJ(c t)r)r>(j (Jr (Jr (J/"CJCc ()r( (J I ,1( )( Ji)Cf)f 'Tlf"(r)t Jrf)( )( )r()ff)r )r()rf)f ()Cf)r()f CJ'( r , .^ / /\ / 4 Y - --_ -S i
I \ \ , I rJ�C(1t-�r,cc{`C rjccfl( rCrf� rCci�r r�riY r `rfY r�ctY rCcf�t 'r ct�r 'r r�`X ;' f�( ',>:: . }--lr� J. l( l` �CJ } lCj Jyy 1r J 1r '` 1(/r i .. r. `! `T\ \J `J `J 1 ) ('r �(J ) -- C
1 1 l { ( ,,J ( I ( ' ` ) ., I ( •./..) J �. J ` 1 I \/,.1 J �., r^ (,r C �`J r C J{ j /"" C C (J r'" C'jr \C` ,' r (JC-�• J(J r C 4i/ )C) J-- rjr c , - - '\ \ \ \ ^-� ) J- \" l -�- __ __
I {F) �(,r�I�J F} �fl ) , rFI fir`) (FI ��1 ' J } 1rJ�J C } ltl') C % �(JY j C t} 1(> ' C } �r //J { } iC I `r} �( \J } i J �y Jr_ cf 1( �,�',-�r cf JrlC cf lr 'r rf �( '� r[ }( 1 , r( \� I/ c� /t dr ' �,t \ `_ _L -. -� J \ / \\ r J J r {� ) r ,r . J rj ` - \c -
I 1 F J F J F I F l F JCr (J F J 1 J J J 1 1 1 J J 9 _ ' e`R l
r r c /} /} ? /' /' ? r ,} /} r' ,y ? r` t° ' ( \ J' c r ( r '\ r ( , d ° ( ,\ ,, \ , \ \/ \ / \ / ` J I. �,;", '- (I,_ \ _ / - -
I / \ , { •` )fJ ,_ Frl rfJr) _ Fr, (,,s' ("J ,� Fr) ( C) ` Fr j t,.�' iJ ` Fr-, (,s r) v�`/' J C� rl _ Frj t y (J v Fi"_.j (%' rJC JCr, roc C> �. Fr, r fJ _ Frj f CJ ,_ Jrr, (!� ` I C>C`} �C7..�Jr, {•�`j }tJ... J(, {>(Jf 1 rJC.. )F) r �(j._ )T r{} iC,' )CI (F} �(J ) CFD l (J._ 1 C�`} �r1 )(j rj()< �r J r J f,w'� • \ \ \ \ \ ', C J t ( .{ J f _
I / \ r _ r) {', (J Cl CJ ` f J �-' CJ (J (J.v) (J (, ` CJ...) t, CJ : (, 1-r, () (J.-. I (j {, '- CJ �.'rJ r) ` CJ..�)-(I C) Cam.,-J rJ {, CJ... JY" {, tJ �(, CJ (�'3' I r T I r CJ CJ �JCr C (, r~Fr r c(j r''Fr r.J rJ Fr rJ r> J''F C S'Oj �F t (j �Jr r CI (J (�'F ( j J \\ ' \ / / \ J (r `1(j 1 t Rt o ,, C,, ro,9 5 _ , `
I )()()c()(,r)f�rlc()C})f)r)C,f �') r, It}1r��%rtlr}it r%rrlr){lt}rJr{7r 1( rcfSr It rJrrlr111 %r[Itfl�\(J(lr �t r)r� �( ,(- �Ir-c)(� Jr r aJ(r)( �J(r;r ti1(� !^J(rJ _ �"1( )t�- rY �) vI(f )� %J{f ,>: ��! x ' \ !�Q / \ J J{,ry(JCJc Jr; Fqo 'z� --
/ \ C' -rJrJ C`t r)) r JrJ c {, zz {,C ` (,{ . {,C ` } {,C }\ {,{ } {fir . J i (C � } {; Io�"� , J l r, C ) � \J r, { J _ J r, r J l (, C J � d t, C l L CJ7, r J `r r, {, ( J � /_15" 1 (J r, r J � (J (, ( J /\ J \ \ x' \ r c ! A _ rc C rf Y z I '',,,
/ , J 6'C \.,,. /V Z ( �Y Z rjCJ ) r,tjt JC ^),-,C,(JZ ), /. " `c vl C J( Jc J r)(J(J ) rj(J(`c J ,r r C' CJr^)r �c \ rj J 7f'lr} t 1 )cr 1t} tt JC( C} l [ ) JC[ �(J(.�f 1 'cf 1 tl[ 1( Jcf �r)f it Jc[ �r7' 1('\ Jct ll�,(�(• )r �rj(1 [ \ Jcf lr} if l r J ! J J 4rJ_ c_.: 5 _
I \•f,PC��J rJC�XJ rJcf Y r,lC`�rj r,�`Cr`x rjCC(��rJ rl %�X1 r',C �r� ')CCf�JrJ\C(. r1�C[�5��Cr� I }Fl {JrJ t�. (j{ C rj( �(,C . {,rti 1t,Cl� yiJ{ ���`1 J\`J \\I! \\J "\J J \ )rJrf-)rj, II /- _--
' I ) ,f / (� 1 �i �(,f J` FJ( )rJC J,_. � ( J" � J( (J` } rJ'� ( C Jf t{ ,[ 1(' !v- �( J 1 , �",�tJ(\C` [ r,, J( t` ( J r) r,(`C` t l /" j (Jr t J J"`,C�jr t` 'j'", t�CJ c l r j f C l t' q , y- t, e`i - -) c mot` J / / / ! J �._ Y I ' -
{FJf r J CF) CJr , (=F} t ,_) , { )( , C )(J' )F ` } )t G,PJ (rJrJ (F ) ` l (� ) ) , F J' J7 v l - } J I �' r� r `t r c Y1 / c Y r c, •cf y r rf l'L , r cf it r cf., r x f Y1 r �' rt �[ J r c� ci Y \ / \I! \ / ' J r / J r r> Fr) () ,
I , I / :-c(),,,,--,(f0,P,--,rJ,.st)r'FrJCf()rFr,C'J (,!'Fr,tJ (S Fr �J% (J Fr,C) Cjr\Fr,t, CJ Fr SL'�F/ Cl (vI )l r��,cj�Fr� 1 ,f 1 `1jf>�r I 1} 1 `' 7 I `J ) j I _1 \` J r J \ \ \ \ \ \ CJv Jtj CJ
1 J 1 { J { J �, { , - f ` r j lam) I� J J"C, J 7' j `c t .. j ,:'_' (J,C iI.... r it C)..... (,t rJr J (,(}. rl rFJ{ 1.�. J C�F} 1(J )(J ("F} �r, r}'} r,._ , �',(} 1 �Jw JZ'J <j(,{ �(l' ' \,' \I,' \!' \ /' ' .i' ` ,rf fir} lr �Jrr 1 / ��
/ % - t C' (, r, (J (1(J {, J f CJr) {, J t rj {, (y) CJ r\l Cj J - ,-{, f (J. () CJ - (J\._ %) CJ {= Cj. (JCL L l (,() (l (K) C CJ._ \tJ (j Y I y) (J (I Fr C) () r Fr r) rJ r� Fr ( (-) ,> f Cl _SFr () Cl SFr (J (J F'I Cj (J r CJ Fr (1 (l Fr, CJ / \ J \ I ! \ / \ , \ 1 ! \ ,{ � . (){ ,
I 1 / / ^1/ v) �(� C( )rJr )f cf )C)1() (;,( )r) 1f cc( )r t 1(r -' l 1 -j f \ )rl )c), )(1 C( (-)( i) 'C( �~r}-)r). �''Cf 1CJf �l� (l(} if 'rf 1(} lr {Jr( ' i I {,�J GJ (- ")(,�I (! C '-. JCJ JLJ-F '� J._ j (- ""'rJ J (j t `'rJ rJr J{, l {, (- ._.I ){, {J J(-J JrJ `'(7 j rJ (" ` (l , \ / \I J \ J \ / \ \ J r,rJ(,\(G' n J r" /
I / \ / / l /' `` {,(..'.. �. (j(- , r>(- .- { > rJr' `` �-} Cl{ r){ `.' (Jt CJC' ()(- .. ._ ,,�{,(- a .. Cl{ `- I CJ > f, ( { ) () t r(J ) (J t t ' () ( t ) (J ( J (J ( `' i�) t i ( 'T, f ( ) f) ( , - / \ , \ / \ / \ �, \ `TrJY/ �' y,- I
1 rj(J(`t JrjCJ(JJC ��J/)CJ(C J1JCI(C`C-\�JrjfJ(r Jr)(JrC (�,pd61 \J, !, I C Tr,CJrJ;C'` lr)rJ(JC Vr,rrC ), P. `C ) C[)f ` J` a ` ` ` u C) \ \ \ \ 1 �&`
I I �) I rJ�Cf�tit) eJCl /y "�, C� r) r,CC`XrJ / (� cfti� ,_ C(�Y y / %/. !'7C'C��) rj6C( iJ ,t C( il`� \ J r XC(� I {, ` )f) )r )() )() )(){� rJrJ ){) )r, )r) )C, 1()(J )(}lr�{ b )tJf`)rJ)�� ),r) )r�}tr in�y1()() ` J J�){}})C¢ J(c /
1 \ / ) / ' '`r r�"�()(- � F} )(f,.. '{ r } rrl.... % { }JCJ...) ` } )C J y } JCJ J{ } `(J�. ( })(� J J{. )C�r' i })( t J} )( I ` JJf \� f . I f l � [ {`J/rj 1JCJ�C'` t (J r',� ){�`\C r ."{) r)� JC i Cl rj ir'rJ'+?` ( (J r'�,;. JC { r- r, - l�C' ( {- r J (l()�` { �- r1 ��C� i rJ,J (JrJ f CJr 1 f J 6,( (J J \ / \ , % \ / \ / \ k`'4 � {-, {) /ti•,CJ.•' (,
I Jr J F J F JCF JCF IfF I F JCF J-- /CJC �. J F tJC , I Yet r)CyC`�Y _J 4 IC('^c �r' r_)C•c Y r"j�Cr 1'" _jCc �C. r_,C•\C` �j r rjCc� Y t-,cr``f"J \! \7 �i� \� \, \ rci �(
I S, / / J / X (,X( /'"F C,,.S'C)rFr r rJr''Fr (,,s(J�"1,^Jf�C)r)1 J ,I r)r'"Frj(J C'j> "Jrr,(, CCJr�'Fr')r, {,%",Cr,(-J CJ/' 1Cj•",( CJ/'`Jcr^�.(, Cjr~Frj. ' a�`�) } lr �..) 'C J�)C 1 ( J %r C Jt 7f _J ()C 1l��' }) 1 5{�J `_ )f) ,}J j ` (`X �- ) �^ /\ r\ J\ !\ /\ �\ (j._ C){, �_ , j J/ -
/ / / /- J r' ' J J I I{ �l { �J (`J { `! lC) > J J j )- )CF �t) J J F )/_ l F J- )r,( J ()CF (J")CFJ( D. �UF / t (JrJ CJ���) of \/ \/ V/ \/ \! 1 \J l(Iilr�(J�f): x / \
I I / / / / _. Cj r) (`� CJ CJ"�, (` (Ju CJ CJ (= l CI tj J rJ C, �J4 rl t (" L CJ C, f J rj {, ('- (J tl C, ` C) r, {, (J \ C, {, '-t` C) {, ( x Fr CJ Cl_ Fr ry �t) rFr rj {) �'Jcr. f (, %")rr r) C> r''Fr r) rj �>`r-- (j cr) r'�•r- C) (, �_` ,-'. r��`r,'�"Fr r, t`J-�' r" ( / \ f \ J \ 1 / \ J \ / \ 4 (j I \ cv \
I \C,f )t) r()r} lt) Jrt )r,r )r )cr )C} )( )c( {)()( Sri t(J��( )Cf )rl{ )f 'C[ )CJf )t Jr( )C ()( Cl ( CJr CJ t 1\ r �\ ( [ t I 1(') , J /{j ){- J 4j (- J(- j JC f, _ J( 'GJ C lr r, { JC r , l Y) J /Cj 1 \ \ 1 \ r t>r!c f j
,aa- (, ` rJ - ` {, ){, - ` -{, ti {, )IJ l ) f J` 1(c l(})r�(r lr, )i rr4\rJ`S()C c r 1 (j J CJt) (J� CJC(, J� \J(j ` 1. 1I.)0 J, (j(r J, JCJ ` )� J(j l.,r t)() ( _ ,jv `CJC (J() i �\ J \ / / \ / / )r- CC,t ,c l \
/ / / , / r,(>( C` (J /, C' (/rJC j(C (Jr,rl('c� _(Jr-" 1,A c Cl /'�1()t C (J r,C)(,i` CJrl(J(r )(-- -- JC- (jr C J{,,",C��{' C )C, r_yC,(- c JC\J I l )rJCr )(,f )( (�( )C} )i rJCr )r} ( rJCr )(} )f rJCr )r} )() (JCt )r} )t , -P )c,}')r (Jrf V)' 1( rJCr Irjr )( ,.1 )C ( )( CJC() >\ 1 / / / / )
I I \ / / :) rJr(Y r_,fc(``rJ .rjcicr)C c_,sl(1ir_)�c(�/fJkr_jr(�r /,tc(L1(1 rJ�(c`1[ r,c�r(\C rLc�r`\C, r_}trt}( rJrr k I {,(� )�,(� ��{,(` ti J){J{� 1rJ{ (J{� �r){�J )(J{(J{� )�J{� ' )t>r�_' y`� \`! \`� \\i \`! \I`JC`F})rjJ I `\
\ \ / / { J , {.Fjr JrJ!-J ( J' )(- j_)Cj t- ) (�C)�J CJr} )Cl�Jt / tlr} )CIS. )( rF� )Cl 1 t J' )(.I� )F)? J' )rl")F J( )r )F, )'\)C'J'.� f ( f )C }. JF Ji ( , x J r)r("%CC( C('�.J rjr('-J{¢ ff J''"J% C {'( 1:("J!'")! ei Cf �) rjf e C(' ,J r-, t ,f-�J!`)� J (Y, !''..'r ¢+ t J r^Jr C(\\PJ /-'r C( ) r F I \ / \ / \ 1! \ 1 \ ! C("J r�'1C/-I C'. y I
\ / J J F J F J F l F J F I )� )t ) .,J 1 J c�r_J `�1 _J _JC 9c _J _I qY/l _J Y / \ / \ /1 \ / \ / \1! r )Cl( CJ'
I \ / /, Cr (j {, ' Frj(,iC,r�FI,C'CCJ Frj( (j!�F/jrf(,! Frj(fr,�jCrjr r,!�iC/ j1 ,!JCj,CACJ"rx-J(�rJ,ICr_J,V, 9-Fr) 1;' I r)(�1� J)t,- (1 I )�w t) ,`JFr ) J�t) ,C 1 (>(J( 1 (Flf r{dt !l[\C ( J( T rFJ( ,� \ \ \ \ \ r\ CI(
/ x CJ�J{, tJ J�j(,`()`(l'JCJ r)`1J%_J(){, CJ._JCJC (1 J(j{ r)_)tj{ (J J(y{ (l JCJ (J`CJ )C>{ tJ _JrJ r� Cd JC f ( i(F i r>CI C )i FJ (, jCJr} i J r })r �)J )J )��J J(' \1 , J F ){ J, ){_J /� !J /J JI !J // �JJ tj �l(1J CJ
/ C)( { CJr \ ( r\ CJ tir.(ti \ (J,{ 1 CJ ,()f )(J f )( )(J (,l \ )(� i _ ('(> r { ( (J ( ( )(� t ('( )\(J (\ f J(J ( Fr f(J�FrlC�r)1Fr^,r�()!'Fr,(�f)i'Fr)(�rl/'Fr,(�rlvFr)(f)(J/;FrIrJ,� ')rFrJ,V,()r'"&- r�1()i'F-iC / \ '\\ !\\ (\♦ '\\ J\\I ' CJr)-,r)CJ
I }` ` 1(r �t}` ){ c�lL�`*)-1 c �(-j__) ) c, )C, ) } C�lr}l } C Vj() ) \{ AFC) )(\} C\ \I ){-) rJ, or) '- (J-/(){) ^- (JC) ` (). CJ(-) •-- (J._)C,C, - O-�C)(J `CJ, ( ) - (J-jf){) Cl JtjC, - )_ ( -^ (J I J / J / ) c
I / �/ , / f '-- )(Jr CJr C JCJr",(jC C�-'t(-JrJCJr C )(Jr-)rJC`{' rJ(JF-,CJ( C.r)(,r,()C C rJC\.�J~)t,(r rJCJr,(JC`iC rJr, \ )( f CJr ( (J ( f (J ( ( CJ�,f )f f )f CJf ){'• (){ f JCt ){1�t CJ�.t 4C� )1 Cl i { (J t\ C) f / \ /\ J..\ JI\ , \ /\ ' /', C ,`l / \
V11 I MIXTURE OF GRAVEL J� (1Ca rJ ctY r,�cty r-,�'c(Y ,-,6(Y r,�cf�J r r(1r rc'c ,' I ` 1t; JrJ{�{)r� `1rJ )(JrFr It ){ ,, JrJ )f)tJ r JrJ )(J . �� )/r; lr, 1t)r� �)t}l()r>c� I\, \/ \, \, \,i rFJ{)(j '
()r (lC c {Jr geiz o, tjf c ()s~�f )r C ()f CJC`c (Jr Cl(�jc (Jr,C,A (�/ f)(lc (J J\ J` !\ /\ !\ J\ / / / f
I / 0 // / , I-JCJfF'AND N0MI NAL GRASS '(l "tf`J�J t,Clf)C J CFJ()(~/ JfJCFJ)C�J_ Cj(J)(J_)T)V)(JrJ...)�C-F})r,V ,rp1`V ,' \\r f[�kJr)rr)C<jCr�' Jr C%C{1C. )rCCf�1{ )r�Jt�f r r�c( J ' cCr , Jrj�c(Y )r fi i\C r r()( Jr eC(y \/ \J \! I \/ \, \,I G()/SFr, / , f
I ? ? 1 r /} /' y `` AJ{ 1 _J _J )( l _)(' _) _ I )( i _1[ !\I ,\ ,\ ,� ,\ ,\ y\.Jr,C)-' /
J \\ / , J .' /' Fr ,� J C Fi, (,rsi((l Fr , (f,(J _ F,d 1 %.",fJ '`� >{t ,rJ F! t. ;r) - )`! J(y(, `,rJ F/hJ� ',: I CJ )(JF) r(_ )fJ�J r�J' CJ ) CFd CJ J t ) JrJ Jt , (F} )rJ�'() (FJf �" )�(F} )�J Jf r rFJ �(J '{ J rFJ )(!i) , )C i / y J \ J ♦ / \ / \ / \ / t)( () �` / / \ II
I NOT INCLUDED I N BUA ) ,) )_ J(, ).� JC) j� (jCJ !_ C){, J� C)C, j-\ ()C) _ r)Cj -t (.,/'Fr r C)rFr r (J!Ji^ r> {,!'Fr t, (7,i',cr (` C(J''Fr (l ( Fr (, (JrFr (, r)�Jcr fJ (lr'•Fr (, C,-`F, J\ I !\ r\ ,k /\ /\ /I )(; /
I /. k, 1 / / -.Cf) ' r . `. t )() rJr(.){)( )() {Jc(1r} )f) C){( )r} )( rl { CJ ( ( (, ( C-, ( rJ I ! I 1 1 %"- 1 f) J(- rSj y 1 Y'-j J(- {�% I J� J .._ 1, �, \ .._ I{ �l ) 1 ' \ \ \ \ \ \ \ \ (JfJ`c ()
I I \ \ J I / ` .l {, `-,4 \.' rJ �I (� ' \- `I Cj `-'� J `- ` r, �. CJ ` t) `- 1 (C 1C} �() (C 1C, `)() (., C l(,If �() {.. C ,., (} �(1 (-� . f)(, Ci- J () {�`) " ().� rJ (J J Cl (", ` (7'.,,� /r) {, CJC r, {, J J {l, `- ()._ rj {, (),_ (): {J ) o C) ` ()_ or) - ( / \ 1 / \ / \ / \ / \ / \ ' v it C Cf �'•: / /
/ m I I `.` /-r-(dr)(JC r ( C)r")rJC C t �C�J f1_',�,�JC`t'',.J rjC)<,#C (\0/'J(q: ['\(�Jr)(� JC '\CI ,--?; ' C �(I -1pr C J(J -)r JZ' �lrJr- r,(1C )C) r)\rJtjr J(Jr,rJr c J J-' r )() CJC{ )r} )t) rJCr )(} )r) rJr( } ){)rJCr )r} )t) rlrr )Clf )() C)ct )t} 1() rlr[ )CJf )( � rJCr )C} )(() C'Cr )CJf l () CJC()(I ){) {�cr \ ! \ J \ J- \ J \ ! \ ' \ / --' , / /
I I ��, I W i j' / �lC rjt�l rJ�tr`X J jcr `tiJ r,CC`Y r,Cr `rxl C, ( r, cf`Y' / Z(4 �CrCy(7J yj✓"!P(\f�C � ICC( 1�`„r,�r(YJJ I C-_ ()(Jr CjC� ()(!r CJ(Jt CJC r Cl(JC ry)(�r (�C cC)(Ir (�Jt1f fJ(J`r (�J(7d (J(�r C~,(' I,,() C,- rJrjr t~lr�C()(Jr (`J(1C r)C / J\ IJ!\ / J\ / J\ \! J\ /!\ J J` rFJ<) /
I I ( / I I I / )C ) ( Jt )(l, , f l)( /(, (F} )(l") , (F} �( )) (F} )(J 1 i F} )(J!J) , (F} )( 'f J fF,N(, J[ )rl )(,,I ll (, r )rl Jt lF} )(R )� c( �'r) f r( )( c" e�/ -J c'r JC' rf X {' j cf lr 'r C cl`t[ 'r C r J C'rt T Jr- C rr )( c� r( �( ,. C rr \ `; \ / \, \\/ \ / \ / (l'' F%'f
\ I N I I r (J C) !'"F,� i j () !"Fr rJ CJ +' Fr (, Cl !"Fr CJ () !=Fr r, Cj /'`F/; C> () /-Fr C) (JrFr r) t) /�"Fr C, (J �'J'tr (, 'SFr (J� CJ r�Fr Clf )(� - - J ' - - j t _ j J '�C' y , J} t Xr)- r j (h ! t ,� J )} )C f, ()� "1. / \ \ / \ / \ / \ \ / \ / \ / ) () CJ / `S� .
I J ) r j 1(� 1( r Cj J raj I IC IC ) f )( �j I, r Cj ) r'j J( �, I J� CF} J� CJC I 't) r �J t J� CFJI J� rF J� J (! l It ` \ / \ \ ! \ / \ \ \ { (J t
\ / � I I 'J (, ().f,% ..... ).� r) (J " J._ f> {, "- (J" (J (j CJ t J C) `. J CJ-rj J... C) {, .-' () _ C) (J - J (J {) - J -. CJ (J (J - �`) (J ) CJ {, --'� ,,.. M I X T U R E 0 F GRAVEL (J?" r- (, (, ?'Fr rJ C, r J(r C) (J IFr C) (!`Fr rJ () r'"Fr'r, (J i',r/- J \ \ , \ / \ 't \ / J \ /, • J ��) (� ' / '
I •.=1. O 1 I I ()c(�r,) f,cf�)cJ �f) ()r()(}L)() (Jrf,\(} lt) (Jr( )r} ){ ()r( )C-J ){ � ()c()(} )[ (Jr()t )t () t (-, t f J t \ (. (J ( (J J J I r� J rx J r j J J� r� J X y C1 I
I I rJ(Jr (,(� () r CJC�r)CJr ( )C J r (' C \ ) }� ) c W)(}�f) c 1r, 1[) r 1(J, f l c lid l() C I {J(j rJrJ "CJ )rJrJ - (J J(J() " (I JC, rJ )C){�, tl )(){, f(d J(,{, \\/ \\l \\! \\/'\\J \\J frrJrJC�{ I
�}...J7 9 I ( J - r) i J IC r tj , ,C ()(J rjf�lc _) ) r,(jr C (J�J r,(>C`C rJrJrjrJ(J� rJrJ / JCJ(C rJrJr,rl(`C rJ(i / )(, C)(,,- r c rJrJ I {)()rJC AND N 0 M I N A L G R A S S')(� r()r} 1() ., { r () t 'A" lr (llk. ) rlrt lr} lr ),>r( )01)() rJr \ J \ /I \ J \ ! \ X \ J \ J _ )c I I ' '
& � r Jc�r(� rJc�Cf J � J � Cf�C) r,c�Cf � rj (cf �J rJ cf r, " rlcrt J rj C(1C r, c( rj \cfl�J rt� I r.� � f lC, )(1� C)C` ., h. A.\' . ,{Jr t�js `Cr)(Jr^ (j(c �J(Jr Cjr)c rJr /\ J l \ J,\ J,\ �;\ /,\ �, C }� i I L
I i / � ,� 4-) rp )() )`C,fF})(l� J`CJ(FJ )(J/r Jr,r,(})(J' � (F) )r,_ J /rFJ' )rJ�)(,rF})(1 ) ,fF} )rl!) J�FJ )(`J�)t,rFJ �(l , rj(}){l� J J(�,()f )(�v )c'ri NOT INCLUDED I N B U A) �.� . �. n n ' - ^ ' ' ^ ' ,' c,t )( J�_ c� (1( _r"r,c c( \, \, \, \ J \, \ \ / \, c(, F .
I/ / I I l /rJr r,/'Fr)(6C �Fr,C�r ?,c, ,{�cCJr r�C,!'Fi_J(�C1rFrj(,S(JrFrJ r)rF;--j f Fr,(J CIS F,_,f C)/'� rJC, C,�Fr_1 })( )C C J " r )(� ( J Cf J{ { J' t )C r "J t t�`C ( n> n A A ^ k { 11 `)(){ 1 } { �1( ` }){r. / \ /I \ / \ J \ /\\ / J`- JtjfJ: c (J
\ ArI� I I / ` CJ �) (l r, ` CJ d.) CJ C CI.., J {J) {' Cl �-)'C, (`'' (J,_ I r, { (l �.) f, (' rJ `' (, C (_'r) { rJ;..) f J C (J J C) r (1 1 r, { (J I(J C I - •F i J F r. )' ) F J F J' l J< J' 1 > > " ' ". ./ ('o - / J- f l C - �,. J- \, \ / \ J \ J \ / \ \ ! \ \ J ()f )(
(J f CJ ( r )(l ( )Cj ( t 'CJ ) )Cl JrJ ( )( )() [ [ )rl t { [)() ( [ ('(J r ~ [ ()Yl t JCJ S J F^)(� (Jr FrJ `A,C)r>Fr,{�o, "q-j(,SC)r'Fr)��c .:fi ".: ".: ".: , n ' . n n } cr)( C)rFr�,r (�Frj(�) Jc` / / / / / / / - ( )
k I ){c lr};)i�(c lr) it)rr lr}�(�ltr`�rj l(�(cflr}`f�1 c�1rJt�f`) r fir} ) c lr} t c lr,,l ��lc,�)T1 c 1sJ �) r lr}41�(l r (,{, . (J__)(JrJ - (?�/0? - f) .ICJT r)�)r,{J - ( �J. r,�Jt)r, - (J�)(�,� r,�)r,{,� \, ./ I \/ \/ \, v, \/ ) I(rt'` I -i
I I = I , C \J(�JrJ(i(jr JrJr^j(J(Jc )(li"y(R�r \)C�Jr,{�JCC ,Jr,�Jr)CJ(C(�J,{lr^JCJ(lC{)(Jr-,C�)(,7t�r�Jr��'J�,rC�(Jr (�/Z't''(-). O S`Cl{,r (JrC /CJr" Cl[ cr)`� I ()( {J r){'()i` rJ () f)( (J f) )t (J t) f)t rJ ( r ^' ^«n" ^�^� ^�^� ^fin' ^- I-.! r (){r (l { t�( �(J ( )( (J \ /\ Ji\ J\ !\ J\ \ !\ / f., ) C•� I / - [I]
1 I C `Y r,`' r( r jC Cf �1r r j C(�X r)� r(4[ J r, c `'( rJC C �["J r,C'r t%^J r1 Ct )(" )r-` C r( )(-. )r-' r( 1(-, y L� C.( , )r-- t.( ti �'(-,C , �Y (c �,(` ) (C r}� ) (-J C) ) {-j /.. : . " A : 9 - : : n : • c �CJ .�, ) r )C, ) C )C,f ) \ \ \ \ \ \ \ r
I \ 1 f ( r�' [ 1 ) .. ) \ ` '�) 1 `' tr(P Cl/")(Jf C JCJrj.i�J(\C'' )()rJ(J(�` Clr,l}Jr`C rJrj • r)(JrJfj(C (JrJ{j(- r ()r^J('' C "'° J\ /\ /\ /\ /\ !\ / { r`'4 / v'
I w'CJ` ) >(F}�Cl )"rams(}JrJ'_`% j(�})(J 1(J(F})CJr) j(,(d JCJ )`(,CFJ JrJ_/fgfFJ )r,� I(>r,(J)(J� ;rF})(J'�Jc,(F})( J�>r1�})C Jr,rFl�)(I I , rf 1CJ rl cfY r;- , Y rj rf4J /' 1�c"Y, � a A' A . n A. n (5)( -cr_,c Cf k rJCr(k _ r( \, \, \r \r \/ \J\ \! cj J, �`( / o
/�r CJ (j/ Fr (�Crl�Fr wc)/�Fr (, orrl— cpc,o, Fl- () (,CJr rfc,lo/ r_)(> (Jr'F/-)C�(,/'.)rr_JC) (Jr'�i Jr) f)r'Fr_J(J CJ' F' }fl(Jr1 (})fs_^J) �J[ J 1 .� C r( � t \ /\ /\ /\ ,\ y\ J f'{, / b
I 1' I - _ ( J Y j _) J J JCj _I J _J r�J / , 1f _ rC F J F I ()( / )()r�)T,V )f) )f,Vi)(),.)fJ-)t,rjJ 1rJ 'fj l(Jf�CJ I CFJ )t \ \ \ \ \ \ \ tp
_ " rJ._ (l { f1 tJ rJ () tl r Cl fJ t (J.,... C ,c CJ (> ( (J J () ( (J - / (j(' () ._ JrJ fJ -- CJ �) t { i� �, I CI ([ O I f �`F ( t rF C t,rFr (, rrl �"F r �t rF r n . " C t rF C C r'"F t (rYF ,\ / \ / / \ / \ ./ \ / I \ / :C}�.tf (; / / I
' I / \ I )fJ () r )({JCJ ( i){ '(J [ ( (l ( ( )() ( ( { '(J { ()(, E ( JCJ ( [ )Cl [ ( '(J i .{ ( 'CJf r )r>.. \ JJ- `'1 1"- )._. rJ 'r` I rJ- i" )_. �1 J M1� "w^� "n^� "'n� "^^• " / J J J \ C C : / /
I I / 1 I 'I I , . . c _ l J r , , r J J / ram'` ! J f' / / -
/ ){; .) }` �(r l(J, 1(c )r}l arc l(}l )rr r,`) �rr�1( `)(c l(})1,tC l() v) r �rJ l(`l r It})r)`� 1(,`l�) cy(J l(1 h� (J ) rJ JrJ{,--(J-.1O ",\ (J JtJ(, C)�.1C>(j �-CJl n" '_ A ' 'n-- '»-- 'A-- 1' (J�.JUej -' CJ�I{)(, "()_-,(j -) / \' `! `/ `J `i l `! ' Jfc' (. � I
I f) C c J(J rlC c )(J rJr c )(J r fJ(J`'c J(J r (jCc )() r C,r c JCJ /"- t jt)C I(— r` CjC c rJrJ r (J(C rJr, r" (`J(r (J{\j J,- C•J(,• C (J(, (Jr• r) I (� () { ( (J ( ( (�J { t () ( t I ( _I rJ { /\ / \ / b / \ / \ / \ / \ / , , , r / /
I ,n I I I I I I 'I y- �e c( )r cf tir 'r � r( )C 'r r cl YJ 'r � r(�C 'r c(Y ',' r c( )C )r c( �C 'r ti cf Y 'r rf )C Ir r( f�J"- r( a t L C r �f> 11) (c 1(J 1f) C c �t) lr � r(1(, �() �cr 1l , - " a » n ' n } )C f �(}�)(1 Jcf � t) r( )t} )() \ \ \ \ \ \ \ - ( } 4�
I I \ J JJ I ter)/ `J J J 1 J � J J I C c Jr (jCc ) Jr C,r c Jr^ fJr c() Jr Cjr cr) r " (J(-,/..)CJ(1 /-- Cl(c( /( C`Jr r/\ //\ //\\\'/\ !/\ J/\ !/� '/ ( )f� I I
I I I jj\1 1 1c-?�}){'/^JT/" ) i ) J )~ J l( J l j ) r I )`�J �})� J(t -I ()C �jc: ) ,r'l _rJ I). fJ( J t�( ) ( , J i ( , t (J ' " " r t\� Y t I r \ \ \ \ \ \ (J!�J
I I I I I I I I I I .. J r /.,, J.-. , r }ry, ( ..../ ) rF}/y, (dr^ tP }/y, CJ� r., J J rJC}�, r J CF}/}. (J.L rF}/y, (l ) r �c ) (J)'i ,..a. () ( )... , r `J{I\•, r.A T C J /'�J' C �[ , r Jt� C ` l r_�/C r J `C`1, C _ � n . q . . n . . n .. • n « " • n C , rJ C �Y J /_'j� C �iJ r_�j C > / / / / .f' /" J -1,1
I , /rr (J J Fr CJ J `„ FrJ (J CJ ,� Fr' f, r, Fr ( J ,_ Fr rJ rJ Fr' t) C, ., Fr r) C) `. Fr CJ CJ ,_ Fr r, C F,-I CJ C Fr I C rJ F () r 1 ) rJ ) I ) rJ ) ~! J • - . • « ) ,��•''I ) 1 1 () J ()r / ` / \ / \ �\ J \ / \ / , rJC) '.; / /
I 1 I I I I I _) �J 1j 1 r'cJ JC- �j 1 1 r'CJ. J )( raj I ){- r'S J 1 A ,( Jr , # J) (J.-J (F} C),..tFJ{. (rF} (1.... �j (F} �J,_. . ; R • A ' . • A • A A - A (I Lf,(J� t.� rFJ (Ir^, CF) \ ! \ / \ / \ \ J \ ! \ J \ J t})( l /
-, (J/.. CJC, `. CJ._ C){, (J._ (){, '" ).. CJr) ` (iJv rJrj `" (!_. C){, .N (,... CJC) J._ CJr) tJ.... CJC, `- J..... CJC> %(l._.. i (', �- Ja. C#, , I / .f-JrFr CJ (J «Fr ',l(J (J�Fr�(J CI Fr rj ()r�" ,••- rj. n'. ;,`. ' A'. A. ^ n'. F,1- fJ rj ><r' rJC CI�Fr C, r �`)�,''\ /\ /\ J\\ J\ >\ /\ `- s / I
I 1 J w I I 1C,cflrjfl()(�c(lr,f)t)r(lC)f`lt)(Jr(`){}1()(J,AIr}1{)(Jr(1(,f)t)rJrtlr}til{)(Jr()C})()r)cf)r})t){)r(1(})s)rr()t}i'( r) t1� r. J J -c1 {`1 J r J J- 1 J \ \ \ \ �"1 J(c.
I _. / I I I I I - fJ{� .. r)(, �j (,(-, ` CJ{, r!J{• '. tJ{ `- (J{ ` 1(" `' C, - ti ( ` - , �. .I. 1(- JCJ 1 r) C- I ( (J (j (J r) {", {: t) Cl l j ' J� (J r, f= JCJ rJ f� C: 'CJC :'h . - . , . e ;� . • : n . :;; ^ \) r '(j CJI {) C; '(J CJ C C )(J C-j { J ! ! / / / C 1 . '
( ` J '- J /\ \ \ \ \ \ \ r C 1 I I
I / i I ICfYr'/CJ(jC( � r,�J(JG( r,C,fCt rj(j(C� ,rJ()(ci\)rjC'J(c( Jrj(JCJcr lr,tJ(`t��Jr,(j[`r( (Jl,r)C t (Jr)r,{r v/,_)r��"C I lr) J{,flr} V),-lofl1J[)(�(Tjrf�r)()(� Jcf)rj)f) )r() 1 r()Clf)(1 )cf)�'})i� Jc()(jt1(� / _\ ' \ ' \ ' \ / \ ' \ ! \ /
I I \. , I `r/' e��z+�'^�J's. `/ y JCd`�r � (-, . r,�(r `1,l^j rJ �t,�` �1" r'-C, r �1("l '�'"1 c •1() ' r jC c `�(" . �' j c Y ✓,tl� r ), ry r 1(/"J' �, r(�1('" S��+J'At� r( I (�' C ()C r - , r)(�,r (`,(r �J{, r'. (� r r)(,`r rJt `I rJrJ e " e n • A • n > n c (J r-- {'`(j(c (JCJ, " C' C C)(� /,.- i�JC- R � Jam_ rJ J / \ J J 1. / / \ J J \ ! �tri (� ' / I /I
I I I I l (J l (,d.. , j=!) rJr . () (rFJ' ? i, I�(,r? (J�'(, (,• J (,� f J i-FJf rJ'^ i) CFJ f j C)CJf rl �.J .rFJ' rJr` (j([ (J FJf , (,, ( r;} '.: I r I 1 I J I �' r e - ' ' ' f� f /
I I \ r_1 { ) 1 ) t ) i ) J )ti ) I /^ ) J /)) I , ){ ) ,, ) I ,�Cf Y rj�cf rJ�C(1t P` C,f rj cf \[ ^^ ,t( r �Cr c )r r \/ `, �T -\, \,, \/ \ (j (, ?
I I I I C ,�' %" f�' r %" -- %` %` �. f>'. , /y. %` /y.. I [ \, .� [ L�', ` _ 4.,,rj �. (1 ter`, h •. . n ' - n - , n . n : » • - n «- { rZ ._' ( �- '-' t �1 '� ( / \ , \ , \ / \ / \ / \ / \ ` (, .- i r„( /
\ \ ' / I I J r�)� I F`� J{{ f J IC/� I )i"�') �J .... IC�1( `,'/j?'J Fy"`I� %".J �) ..._. '!Cl"j{ i (J ICr--J� Ti,G) �. Fr, (7',(J J•.- F,-, r%')() Fr-J (.rS'jrJ '-- Fr`) C JCJ `-'`. j 1 rr' ;(� I FJ JCJ ) rjr, )r,.... IZ"J CFJ( JrJ I t�} JCJ`_) r! )rl._ : ` )�j, ) rJ�J )(J ) CJ(J )Cf ) f rFl ) , \ J \ / \ J \ ,, \ J \ ! \ r )% i I I I
\ \ \ / , / I •{. J,_ J (j (-, )... J () {- J._ l CJ t l y. () rj (- J l C) (- J f, {J C J).,. rJ Cj {= CJC. tJ () {= *7J._ C) Cj sJ.... C, {j '- (4,_ (J r, CJ r, C) , I t -j /�.Fr r) fJ r'>Fr (j,.L (J SFr rJ (JrFr f) Cl' cFr- r) - " /'''^,Cr (J (I SFr C1, rj 'Fri t } C> .�" / \ / \ / \ / \ / \ / \ / \ -1t}.� t�'l /
I'I \ \ / / ,�p• (l()fl() 'c,i)r})() Jr(l(,f)f) )rflr)()It) Jc,()r))f) Jc()(j()f) Jcf/)CJf){) Jctlrj()() ef)r})()(Jcf)r)flt)rJccf)(}lt)rJr()(}�lr) 1 ( `){,JSi{ "I{,/ J{,� _I(��,( MJ{) Cj( VJC, n n n'"`,'" n'.(n'A 7._I(, It J{ rI{, {� \, \/ \/ \/ \J \ rj(J(C / I
\ \ / / ,/ W 1 'C7{CJ,`_,(Jr�G``(J(JIj,C'' �L()CIr')Cl(`C`r�JCPD%'r�lrC()()r'-i�jrC()()r^)C�j{-`Cr)C'Jri`Jr`C.4rJ(Jrr`Jrit'f)(Jr'r` 'rJrJ!'"(�JrCr/JrJr(`Jr`c``G)(ir^ryC\c I f ()(t)rJ( )(rJrJ( )/(rJrJ( )({JrJ[ '}I((�(J( -" -"-' "'A -"' "-t('�fJ/f {()Cl( ( It ()f f Jt` ..tL-,.b.:..p".�\ /\ ,\ !\ t' r, / I I I
I \ / c(tiC r c`)C r-c�crY r �c(`�t 'r c,cf T ,,- c�cftit / �c(/y- ' ,, cf 'r �rrY I ��C( J /c[ J [ . I r it}` r It}� 1 r 1(Jf� 1 r 1(} 1 c` : c lr} l c �(J 1�1 c It its \ \ \ .� \ \
•y�7- / ,Y"J r Y r �.� � rr'k t� r 1 C C) (> (){, (JCJ • " ^ " ^ •- ^ • ^ C-j(J rJC-,% rJ `w �`. `- \ ' \ ! \ ' \ J \ �,� .� ' , CF) 1 / I I
.. A_ \\ / ' "' `V-1 >��J JrF} ) (1} )�t r J ...rJ-�!)[ J/,.J (I J'.�'{' JJ(\ /l' (-) �,(1 /"' ) ` )( ,,.1 {:.1 J( I (JC)C{ J(J rj(J(lCt (J rJrJ(JC( C)r,()rJC( rj(,� jCf ;� R '^ :A.' ."-%}`(\,. rJ�rJC r)(J(Jr �yl r', rJC / / / / / ! 7"
/ ' ' }C. -•' F} )( •-') )( d-) J )('._') F} )(I� C-, (p-, )C 1 �('} `Y{' It , F (( )F) IJII )(r-) ) "JC f )r-_ Iff,�C�},)" rJ!�,(� - ,, )rJy){J rIFJ )t JC c �(�r r,c C �J `�/�-jI C Y rJC c Y r,C c �r' ." C C `tt J / jc Cf�)rl, r-�'�i`t�C' •�•r,� \ / \ / \ / \ / \ / \ ! �',{�-^;,.5';�,' e / I
I s I Fr ( f\)-p/ Cj (tJ/'Fr (J ()'�Fr C 0/-Fr' (J �l Fr {J (J!��rJrj ()/,"J -ICJ (J'-Fr)Cj (/�Fr ( t)/,1Cr,(ls(tj/-AF (, C), I _ ,[)( 1 ,r){ j -- })t , - })r ) ' n • n'. • n''• n •" (I r r g r�( !\ /\ J\ ,\ ,\ ,\ ,\ J_ ;) I , ,
\ / _., «. )(-J JC 'c- ) f'�j Jj ) /-�, J rS, �j J)fj /7 j ) F J/ J!�CF ,l 1 f,,`rl�C.. .. " « )tl'� ) FJ )(J I( 9)(J.... )f J��'J[ \ \ \ \ \ \ \ .,r t %�
\ l 4 )_ (,\r ., - r) ( (J._ rJC/ `- (l _. f) ( C,,,. CCJ r Cj,_ () f CJ.,... CJC (1 _ C1 f CJw ( 'CJ.... Cj ( CJ CJC ():e.. (J { I y M1 . '•`; : M1 M1 _ } : A : ^ : n' : ;; j �;>• C ) /,). ,,. .✓ / . J J / / )(l tl` / A
-� / J J J u J l ) 1 �" J , ) J ) I (,, , ,, . % '- ^ "/ rJ C {) (` )C J r ( r r);-, rJ``r (> (j / \ / \ / \ / \ / \ / \ / \ , \' r F�'1
i \ k \ \ , i ,n " S) C)c( )rlf )(1) (Jc()(} )(� rJC{ )rJf )(l rJCr )rlf )f rJCr )C (){ `` C,C()r ()r (Jrf )C f )r rJCr lr f lr rJ ()r )r (J r)(()r {) r )r (l[ (l t/)(r )f \ ^ n ". (JA = n . ' n A ^ n - .. r: , ! ,{ . r • - • ,, •. . - - h M !^JI / 1 �_ ){ - - I{ - \ \ \ \ \ \ C) rJC) ? / `l / \ \
I \, ''/: {J (J ` -) ,Cl ` /{J ` 11 ) `1%J e J {, ` Je )(J ` J` ) ` }� )rC� J )(r` l` )(C J- � C,(l /.. ^ ^ (^ A(^ rj ).-. 3f) r,{, Jv i) \ ! \ / \ / \ / \ / \ / \ r /
x < (Jr)r CJr,f,C CJr^,CJ(`C� CJrJC,(`c (l )r C (!rJrj{ r (xrJtlW c)-/- Cc\ rJrJr�r )rJr r, 'tom J(I�r,C� )CJr rjCC \ i)( (J A 'A-' .1 A-' 'A-' , A A- , 'A 'A-' . 'A.' 'A-' 'A 'A�f () f (� i rJ ()(f)( () r) )( / O \ J J J J ! x I I
�• rrtiY J c()C rj�`ct`r r ,c�c/t�[ r.rJ�'r(Y r c�cfY rj cf�t a,.,r Jac()[ r_,�'ctY rjc�c(tit Jr� r(� �'rJ�r()( Ir_,� I \ �r,' •!. . . )C; )ti 7(, J� {J (}` \/ ! \/ \J \J \J (,`),rJ ,-' I r
I >R rl t tl [ 4 _ ( f,(r n ' ne " ,. « � « � C r 1(J(JC CJrJ(J r CJ/ )( rt /\ /\ /\ I\ J r { # , -
r. 1{I ( J' JCJ ) C )( fi r Jf )C jam) i } )C ) C } )�l�Jf � I)(J I r J)( I })(\ JJ ))( 1 1( 1 } ){ J) t� \ r '" .., : ( C t t �(C \ \ \ \ \ \ 1 /- J I ! r/ - - - - - - I \
I p , / } J Jf l F J F J F J� J F' \) J( CJj J t,CF Jr 'r /_ F , 1 (/ Jr rFJ , r n ',%n aF 'A ,6 a n. n- 'n- 'n n hw A fiw A r j f J C rj C �r l�J / / / / / ! J (�rC,f # J---------
\ rj(,CfFJ Fr_ JrJ,S( `Fr ,CJrr(J_F,,r,s() Fr_,rJ,sr,_Fr_,r,,c(,_Jrr-)(,,srV FrJ( ()�F/rJCJ (J�1-/-)CJ (J Frj() J JrJ(, ()( \ Jt) �n • n : n ' : n"A'. M1 A: h"' ' n ' `. n" "• h« ' n n : A : n n ' '. n ' ° n Jf)trJ (` )f )� ) f )f )f� J� J ' \ ' \ J \ J \ J \ ! \ )() 1 ' - o/
I, / / {J.._)/(,) ( _. ),r CJ...J{,( `" ()-/CJr- 'J--C)( CJ '()( � `.. CJ,_J()t \(J (Jf {)�{l ` ()-, J( ` (1 J(,'I F n%T ` J �fJ F J F )tF ! J J ! J J ! ) Cf JrJ( ,
/ / �)(J( )CJf i >CJi { �rft JCJ( t '(li ( >(Jf ( ) Jf ( 'Cl i ' J (j ( J(-) \S-�C) ,A. .A.' - "A.' .A.' A. A.'/.h .A.' -A-' .A "A-' 'A -A A 'uS{d, p/-0 ,. ,-J/�/'"Fr,C,,S�()''"Fr')t�rJ J\ J\ J\ /\ J\ !\ �,. t)C\- ,.o f
' A% • , 1 c !(}r Jr J r �1(, 'lc) c)(, )() c )t})() r l(, )() c JrJ )() r)( )t c)(, )t) r�){, )() c()t} 1 ' c()() () cr )r)f )\ I t, '. y r� ' ) - v
II r) J (> a rJ �l {, (, ` ` {, ` ) ,, . {, {\ r J n . " ' "'A n ". n " n . n . n je+ n>`/ ` J{) ^ (l J{J() {,-I{, ` {) )r� �' \\/ \\J \`J \\' \\/ \\' C 1( �(J (? a
', p; , / (Jr,Cjr C` (JrJ JC C' (JrJC)('�C` rJrjr r� (Jr,fJr c CJrJ(,r C (Jr'-jrjr`C CJr)(>C`C CIrJ(J( (JrJrJr`C /CJr rj 2'r)(Jrl ()(i \ r )s- ; I.' .Y. : ti , "�" ."�;>;.. " fl: "I�-,n (I f)(f )! (I !)( )r �I t )r 1. ! \ / \ ! \ / \ ! \ / -,.1 ;;i. 6
/ R/ cf Y rj� c(Y J� cc `tif r)c� cq rJC cr Y rJt r(Y r,� r \t rj� ( ,� r4 , c( j J c�ti{, )/', J rr Y )) I \ .:" / / �( ' ` ) (�"( } l \ \ \ \ \ \ ` )W.
I . , / tt J /` (( 1 C C r C .r t /'- C \y Ci ` ^ '/ n a. ,_ ... ` }.. / / ! / J / ` i{ 1
/ �Q )C J � J)C/'' I)( }){ J J()r/`' })( ){ I' ) 1 ) ) )~{�{y`rJ ) _I' ) \ J(1 n n«' n"''n«'' n n n"' `n«' "n' n"' `n"' `P.' «_np' «n"' n \ / \ \J/,(JrC( >rj(1(C( JrJrJ( / \ / \ / J \ ! \ / t .( 6
/ Z' 7 J JfF J_r� l�,tF {,C,( Jv,t� 11,"�} l'�,!`..�}, rfJ(F( (fI�F} (I j,lJ(J r (,��} rJ,�,(d C ': J ',r r,cr 1C, J J ! ! > �- J f ,,
(\ A- : A q- ' A A A'A :A - :q :A :A - ' A A/' . 'A • . 'q - 'A - 'q _
,� / `` / Fr PJ.t't� r'"Fr (J (J �Fr () (/(, /�'J (j tJ �Fr CJ (J ?`Fr () �`(l !'")rr (J () r Fr r) _.j ",W- r� (_j %Fr rJ () �"J�r, C, I"Fi r (G>r �. '� _ ' r `\ / \ i `i'� { '- / \ / \ / \ / \ .! 1 - 7 \ / \ / r > o
II / // / ( `)(�r)(J( '(J)(Ir )(J/',(j �J{)rSj(J �1(,rj(, ){,/ ,{, J{,l�jC.) _'(,J�j( J(,r,( J(1 rsjC �I{,l( 1j n - n! ", q q in'. n ^ n•. ^ A'. ^ n'. ^ ! ♦/ \ '( jCFJrJ r l )C,' / \/ / ,-,,.FF\J- - r/ / \J \/ J' - - - - - b /r
/ / ♦ ^' -{/ ( JCJ ( '(l ()Cl i t rJ(� C)r, fJ�, ()f lf)r J()( JC>(\ J ,{ (J J qv:';'. , ( :., ., ,.� ,\ !\, /\ ,/ jr /\ ! / !\ /\ /L /\ /\ /\ !\ !\
! \ c lr, lt) o)(} lr) r()r} ){) lr, )r) r()(} )t) cr )r f )r r ( [ J r r ) r J r ( ) f ( ) f r: . / \ \ \ \ \ 2 \ \ \ \ \ e P W
r / ` { { ` / { J.) r lr, l r 1rJ lt) c lr}1r) ('�r lf) 1C' lt) rJlr,/ I ^" ' • ^ ^ ^ a'^ " ^!^, , , \
I I` / i. \ / ``c )('d rJCJrJr )(l !'\'J(j(�"c J(J r C JC` f)(1` C`li-``c rJrJ r C'J('c J(J r" r ,it r)(l r CJr C r) r rJr''C` rJ (' J( r) r C;Ci ` r)�`J r fT)(- ` n «' ' n ^: �.^ .: e n •' ^ * " n " " n A:^ ° j n ,: ' R " n s• '\ ,! \ / \ / ! \ / \ ,\ G `C / \ / \ , \ / \ ! ♦. , \ / \ 'nee/� .
( c(k r C t , e(C c y Ir c Jr Y I, 2(C I J I /TJ f/ t J \y / . " > . "c \, s \ \ \ \ \ \ \ \ \ \ \ \/ e<
/ r, c �r rjY . J (` ) (t j (` j cr` , cf stir r, rf tit rj rf �A rJ� rf `� {�rJ` rr`\ rjkl rf `f` �) I A A R ' A A ' A A A A A A A A� A A A" n ' A A q J\ J ' \ / \ \ \ ! \ _' J \ / \ J \ J \ J \ ! \ J —\ J \ P. A
, I / •!'. / ' ) J ) 1-,'1', ) 1P,:' ) ) `-�- ) ) () J ) !^J) () 1�4:r• ) J�I (�•J{)tJ !(' /� })(r,'(+) ( Jf)r )L'•C n> "« "n> n.•,i(" ^^ (n• n« n• `n« (nf n ..n' n° •n "n•, �'s / \/� \/r \,! \/\ \f '\// \/J \,' \J/ \f.J \!J \7 \J! \!! n \�.9
I I , O /.. r CFJ{ (l i j CF} (J { ,/ {iJt } (J p } (JC�FJ tJCF} tl..iFl y (l� i , C,C} ( J P J'�F J`I ,J(( t ,, v . _ , ( - + ,
! r` j !\ i C ? !' % ? c / c r' /� S J' r' ;< A•' .' A.' :' A./.A•' '' A. 'A' /!\ 'r\ J\ /\ !` /\ /\ !\ /\ /\ s�4• !\ /\ ! ��
' / •� )/ J(C,�l Fr),c ,j J_Fr,�Y,�) Fr)� rFrA� J�J_Fr,V,r)ylr�r (J�Jr)� ()�Frl�,i,(, Fr,rp =(ltiFrr C(J_Frr)CJi I I ,-'"', - - x, \J \J \/ \/ \, \, \J \ _�/ \J \! \/ ♦J p
� / , / A (J ) O J- I O J._. l r, J - , ) � J CJ .J � O rJ J fl O )...., t) CJ ) _ (> {, (l._ f) {, `- �1.._. O (, "\CJl I ( j. . n4' : n n n "y . n n •• n n �1. n , \ /\ \ \ \ \ yc _/_ \ \ \ \ \
/() r lr f)( ()cr )tj )( (I ()r )r� () r) f rJ ()r )t () {) ()[ () r t)( () () )t (J r i ( (J r , ( ( (lI{ I ( (J A ,: A M1 ,. / / J ! J / / / <' "I:
/ F f r J .,,, ) (^ / ..• ) C }\,. `Y C () .,,. �)\ C } ) C CJ ) r ) r) ) C r} ) C) r)) ) C `Y (J J' ) `1 t}) ) C��l 1 . A .',A « . A q . A . .' R • ^'n rt '� n A - ' A ' A ' A • ' A ' A e ' �• A - /' A - I \ J \ / \ /. \ /_ -\'! \ / \ / \ / \ / \ I/ \ 1,
I: / / . ^> ` / J{) r rl(\G`' ){1 / Cr,("�C` t)(J r f !- C rJrJ r ()C {' rJrJ r (�J(`c ()(i r^ fJC 'c rdti r' f4 `C` r)Cl r r� \C` tJ{j r t� `C' rJrJ C `C' rJ�) ( CJ{ I n n n n / n n ' d - \ . _ /\ / \ J \ \ \ \ \- ,
: t '- ( ) f ' C ( ) > ' ( J ( ))C ( ) J( ( ) ( r, -r ( rJC, )0 I Ix + A . �.: \ \ \ \ \ _ h \ » n
ne . n« . n• . n n« n« n n » n� n� n• n• n� n• R '. A• n ! J / -�
/ )( c rr c 1C r -c �\t r � r Y - ( r (� r Y r r )C r � c 1C , cl, w r c' c Y r,r c Y _ ! / / ! ! c !
/ �•%;: "i` )r ' \. ..) Jr ).r \ Ir '.� J �.. ..� ) a,.l ) ) ' ` I �, 'A- .'J.n :A- 'A :AAe 'A -A -A 'A \ �"\ ,G\- \ \ 'A
• (i \ \ - �4-: r 1r r \ '-'r f `r t r''J ^ / . A j . . 1. J /
--� J i J ( \ 1' 1 i 1 J 1 I
)`
C \ 1 { \
tt 1
C
I ) \ \
\' ( y n/ A� «
)� f/ J��tj�1- J�'( r `€ ns n n n«n n«'n«`n« n«n« "• n- n n«
\ \ �9 I ✓. \
r 7
SC _
F ( F ''hv Rr '.4• .•'A• ..'Ae ''A>. ..'A> A .'A. A• .-'A_ .As ..A / .}
I#/ \ �._ rJ ) X I 1 . - - /... _ «A «A« .IA' ."q ."A •` •'A .A- ''A> .'A ''A ,/A- •'A, ''A> 'OA> Av '"A '^A a\A ,. A� R• '.4a '°e1•
CJ ~' `_•'C)(Y X I n« +A« +A« �n .R« R wn« A« R« n« 'A«"I. Ar" A 'A« A n A A A T« A« 'fl 'n« 'As 'Ae 'R \. A« "A« '
// (� / _ - \ ` \I \\ l r )\(J {) I j-I �• .\ 'll _ I' 'A. A A' A' A .R .A A \.A. A .'A .'R .R •A.
i .A :A. :A. :A . :A. :A. . . 'A. :A. :A. . 'A. . :A. . .
/ :./ \ `n \ / ' ,yy.��( .:h \s;^. ... .'-A. .''^> .'aA. '��.� �•A. :•fi PA. "PM1 •PA. "/A 'sA .•A. `'M1s . '"A. pAe ^\".'^ •A> '•A> .'"^« ."•^.
/ I r �• 'nlr. •:.y �.�^.n A- A• n. n« n fin• �nw{n« �n� `n« �n� n �^� °n• �M1« `A« n° (n♦ �A n n n� '.n
\ \ 4,0 \ \ / 1 . -n �. l ,y d,i ,' r / ..' . j . . .
� \ _ •I / � _ • � ! I �3,} Aa!' 19'v °, .lp' •,4�.. C'A 'R 'A 'A. A A - :A. :A. :A A A A A A A :A A A A A. A � A. : A � A. A I . A .
/ �� \ \�___ I I U� -i _-4• •=�_.I� J I €I:"'w+:"l>y�..: ey'*8,_;.. A C.A." R." .1^p�^P""p�°'«"'.lr" «"�`n� lA! .n
- - 1 1 I S . - , r I , ar „� (: p'A :'A• :'h :'A• o'A '^ p w'h « ; •A �.A :.A «./, !.A� .'A « \ .
\\�� I �\ \ - /� I •II 1 —��._• / I ? .. ",«'7•' ,,;>;3i '�r n,-' n« ". �n nQ.n' «n" ^" .A,.^" .n' .n" .n" .n./ ,n. .n" .n° .n/ . .n' .n" .n" .n- n. .A" \n
\ I 1 I . —� �. I / 11 I '. t ,. , p; e\A, :°A, :n :•A ••A- to :°A A ,A. :. A, A ,A, ,°A. 'A - '•R - 'A A .•AO \ i
/ I \ \ \ \ \ • ryv \ I 1 1 I I r� nrY\d4`' e „ 3, 7 •�', 1 ♦ . /. /. " -
\ 11 I I ''?�i• € 3 ,3"'"h� �` ``�,.€JL '.: .' ^e , ^\,\.^ ^e • ^ •... A• ne n• ne ne ne ne "> pAe ne R ne
\ \ \ -- � I .I \ L-) g 'Km ! r y�', ='A. \,� A. .^ .n. .n. :^. !.A• :a' . . > ,
\ \ \ - - / /� .\ I \ _ — . , f� �' I ri 1x.I, a „v a; ,, 3 e w,�w" �'; ' ' /r \ . n n.. . ' " ' '/.: ^ ' ° ' . ' ^ ' . ' �h ' .
--- \ \ _-_-/ / ( \ •�••�� I I ) IMa�' 3 ','�, ,33 § r,. .. •, ^A�n,A.�n�h wA°n'A. @.«``fin« n« n\�n. n•"fin•:(A%".«"^.�"•.("•// « .n « -,
_ • I r� II , :� `��. I— D 'N. A. M1I A A A- 'A - ,A - A T' :A - A A R ' A A ' A
n n� n~ n n nY n .-n n p A« �n> fin'' �n n �n� �n� �n� nw �ns �n«
\ \ \ — / I _ I I n� \ I n. n , �d. iA. :A. r,.. •A. :* '.. q ^'" :A. :`A, :'A. � A. ^ ^:. :'A. :�. :n:. .
\\\, \� I�___ // I ,� - -q I # "o�•c ��Y :n n d fin« '^ ". n" �nw "- �n / n n '. n« n« fin" fin« fin^
\ \
2 I I I p.. �..
4( , A �'R 'A 'A . . R " A A A 'A A •A :* - :* n'A n'A n'A A 'A 'A 'A 'A 'A :' n'q A
\\ \ \ \ I I / - __ / I \ \ /' — _ — _ I y n n " A> A« �. n« h « < A « n« Aa �. n 'ii ��A« A « A« A« n« A« h>! n A« ' »« n 6 n« • n« . h« ' A« ' n.
\ \ \ \ \ W / / 1 , -� , / { II -I ry n — J — — — M1" 'f. A.. .'A A .'A A A^ �.� , . .i/.A , , . : _ _ .— '///,
\\ \ \\ \I I N -�/ I / I ' / 7 I 1 i� g ^'. ' "'. ^'.. "'.. " . . . > " "'. "', '' n n s " _ _ . ^ �I
\ \\ \ I I I U-1 _ _-- / I ' / I/ I w`I ak {.t; - A A :A• n'-A '.h :'A :,A' n-•A� n A� n•'A. n 'A A '•A A q �h / q :A•- n r.'n` n'n '/'/
\ I \ 1 n{ . *, " ,� ate -A_p _ n n n « A . n n � n n n «y n n n 6 e (n ^ � (n A «' " n «' � n � /
\ \I �/ '/ \ 1 I CI �h :A 'A.'-'n A A n n 'A 'A A•l A A /-/
1 III II II / / \ I I :r -5:w 5n n« ::n n " n "n �
I _ / /x I� i h q. n A. n M1. n 'A n'A. o M1 �'A n'A �q q _ A n-�LAi /'A' '^' A' ^ ^ .. q «^ ^ /i/
- /
I 11 11 - / \ I b A« - n A« n n•- n« n n . n A.• ' n. : n ° A« ' n«e ° n«e' A«. n«.' n n n > �/-
/ /1 11 j 11 I I --�./ 11 // —� — I - I `' A . A . A- . A A A' 'A' . A 'A 'A' 'A , A 'A' A R' 'A' '/�/
/ /' / / III 1 1 1 - -__ \ / Q_ - I ' {i "'. " y " . . /
1 I I \ _ -- \ I / —_ / )dI 1 A A> M1 A- q• n M1 -'A •. n'A n.M1� n.'A. R.'A A `.A• R.'^'. n R R.'A'. R n•'A' n•`A", n i4. '/�
/ / III - _- / l/ " " �/
/ / / / I I 1 I —� / ` _ ( 9J 5E! .J �: 3' ^ p , ^ « ? A «• , A «w - n « n • • n A .. ' n n •-. n n e n -. h «A � n « p n e . n • h h «. A « /
I ( l I 1 \ / —�_ '.. A A 'A- 'A- 'A. "t .A- A A' A A- A' '.A A A A- A- A A A' �/
I 1 \ _ __�_ / - _ yt
11 \I \1 \I \ -(--- I \\ // --- -- - 14t A« M1«n'-^ A` 'A`R n ^ A" ^ A"n A A"n '/� '/
\ \ \ \ \ - � - \ / - - - - - - G _ - _ _ - ' 14 . r . n •• n n ' n n � n n ^ n - ' n « fi n ^ art " � / / /' /
\ \\\\\\ \ --{_- Q \ / __--- -__--� i -- :•I'III �.\ % n• A .n A a A �/ i/
\ \� \\ __�-. \ \------------ - ---_-- ---------_--_ 3.0 _-- ///////=. '/-/ /-/
\\-_._�_-\ ➢ \ _-------------3.5---- ------------ ----" _ -/ /-/_
__-- _------------------- ------2.75--- -_ .11 �/.
---_ �J --2 5---------------- -/-/ ENE
\ __'_- ___=====2-�5 -2 25 -'---- /-/NPR '/-/-/'
ZC -/
-/ C -/ .
/
/
/
/
/
-/' �` -/
/
/
-/- -/
-/
/
-/- �0 -/
-/ NPR -/
/. ,/-/ 1��kIl Ili//t
/ cZ ,/-/ \\`l"(N CAR ///
\ p /
• • �•
SHEET C2 OF 8
PROJECT # 636-105
DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn
�o.o_cssio• ,-
4 2' . 7
SEAL r-
. 13343 ' =
1 , D cud-�-1 "
EXISTING IMPERVIOUS TO BE
REMOVED FROM THE SITE
PRIOR TO CONSTRUCTION
PERMITTEE:RESIDENCE AT 9TH. LLC
ADDRESS: 125 HORTON DRIVE
MOREHEAD CITY NC 28557
PHONE: [phone]
REVISIONS:

EXCB
HOOD 2.88'
JINV 0.48'
SHEPARD
50' PUBLIC STREET
R/W
RY VINYL OR WOOD WALL II
IN SEDIMENT UNTIL
EXDI
GRATE 2.
INV -1.7',
I \
I
Ic
I /1
I I
I
I EXDI
GRATE 2.2
I INV -1.73
I
II
I I
I�1
I
I I
1
EXDI '
IGRATE 2.4f
IINV -1.71'
I I I
I I
II I
I �
I I I
I I
I 1 \
I \
I I \
I/ I \
I ^01
1
I EXDI
GRATE 2.42'
I INV -1.93'
I I
I I I
I I
I I I
I I
I I I
I
I
I \
I �I
/
i
I '
— --- 2 5--------
F E 10.20
T �'' ✓� >��
10-
I I '•
10 I I FE 10 20
/ V I V(P ' A
0 10
m 20 ' 7:0 --� 5-�
9 3.
FE 9 1 -- R-TANK SYSTEMI II 7 y i n
1 - MODULE TYPE= LD
10:2� 9 /' a0_II 7 I ---
. '. FE 1 I 6 CCOVERITY6"-126 j L ------
L MIN 4„ __ ' _---1 J
VOLUME 911.5 CF I 1I PIPING, 6.5 q�-- _ --
/i =- ' INSPECTION - �. --- -6 1
PORT__---12---- _-- /�/
�v�_ ��I ✓'I -- 5 ��rlll q- „PERFORATED CPP 6 5 --""_�j 3-'"-._--_-.___.
dl
t
MIN 4 — —..- . _. �a �---- 6.2 - —1 — _ — _ — F { { F F _ t=} F t ' J £ t / ■ H ✓ i _ . /
PIPING. - 6.1 / ' ----�
_..
-''- J -�� -
_. _.OR,E
AT
PERF-.--------- 6 v. v.
i J 82
:„ rF F i. tit t �t .. Alt r'q t F 1 / /
— ` i 6 . D. j ,. t , : a•. / — -
—
T P F / -
:., � . - \`,... . , ,. X t ..... i {; F .'': � \: :mil' L...,JG, t }\�st 3 '�4 ' t/; t t t � `, ✓{ t ' v�{/ � r i
-._.RETAINING ,�-.-,,,.
_ _ ►+r' / :� . - , <. } F } :it F ` , z i I F ✓t i 'v { 1 r.' / U /
-- L==t�,A� -
• -- ----- - e v �'v. r ,/?Ly�{�,t.� AF t/. `Ni✓�t i4 WALL 6 D - - - - , : s „ " ..., f \ / : - , ✓ _ : ; `: ✓ I F , I [ ./.:: . i : i } t ✓; ! F�-':�:..�{�`+) 4.'V:Z.i
F F>F %{'FI i; :/F.�F./ Y'Y:l✓ a� I
i�:''E.t` /
V10,� : t u . , .-._ : , A - •: !: / ✓,_ F } � .F } ;,. F } F' . , `i F } ./� I , �
, T '` t�1., '.�.,, t , ' !.�i , ',V` ; >•.`�il, �? ' � - �
; f°�Ct , i ' ��-
I�-'i-' , { i i F�r� . 'a }\ � `.V ? . z d^q, � } ✓; "^c`-�...,.. :r�"�"i'� _ �7�£ \ Z'i`i � y r i � y v � / �' / � ' _ - -/ / � / _ � � -i
J
_—... � — — — — ,._t.c;;ti_ \ •,—L�L.. —...�— — — �,/ 1 i\� � ,� t M � � � :'\.fit\ - '`\ '� � � i' � �Gj' i ' t,,' � �' /' // / � i _ - ) � � /
-- — — 1. / r/R.. `•�/ r,L�,t i _ ...ter%' �', — \ �'i� ti i i/i i' i'/' ; / ' \ /' e \� -/
6 1�1__r
' /-
�'IO'i-/-
1I
-
1 ' ( /-/''o'
G\A
DREDGE LIMITS — — — — — — — — — .-/''�'-/-/'''
(450C1�,' 5' ,- '� ----- ��'' 0� -/
- �.5' -/-/-/ H� /- 1 111111///
LU
I , ��� --- ,' -
8 4 SEAL
343
_--g-—— "" MORE
y' ---- �,� • - -�''- 20 10 0 20 40 q R
A O,y �NGINE�� . k.
ffM
SHEET C3 OF 8 - ; I,- ,� �,�'' ___10------ ./'' J ''�/ �� .
/ o p cup-�-`
//1111,1\�
PROJECT # 636-105 J'
DESIGN FILE: 636-105/PM636-105 Construction Plans.dgn SCALE: 1"= 20'
MINIMUM OF 7,231SF OF ROOF AREA
TO BE DIRECTED TO R-TANK SYSTEM,
ADDITIONAL BUILDNGS MAY REQUIRE
CONNECTION TO R-TANK SYSTEM IF
SQUARE FOOTAGE CANNOT BE MET
BASED ON ACTUAL ROOF DESIGN.
NOTE;
EXISTING AND
N THE WATER
PROPOSED CONTOURS
REPRESENT DEPTH AT
NORMAL LOW WATER (NLW) AND ARE
NOT RELATIVE TO NAVD 88,
PERMITTEE:RESIDENCE AT 9TH,
ADDRESS: 125 HORTON DRIVE
MOREHEAD CITY, NC
PHONE: [phone]
LLC
28557
REVISIONS:

,I,,�,I,,�,
0. DRIVEWAYS
COMPACTED
COMPACTED X951-SUBGR•1
F/011SPIMI-SUBGRADE
SECTIONASPHALT •SECTION
SCALE: NOT TO SCALE
ASPHALT & CONCRETE SECTION
5' WIDTH
3000 PSI CONCRETE
E-- 2% MAXIMUM CROSS SLOPE
AA AAx, , A', • �, a+; � a Au xar u A u' a� ��" •auuaiAUAas'
ka';x.'kr: a'1'',r' ,,rrrre;rx{,rrxrx'•xrrxrrs'.r':rr r'rx'; r'''r'rrx,�,,rr'rrw's'r'r'm'r'r'.e'r'r'r'.r'xr'. r' r%rar''.�%r'k,''k''k'A'4'k'k'�''k"�x' „
4
A�'A{' �A A AAA �(,+.AA AAA�,{•'A�1.AAAAAAAA,{A'A�AA�A" �.AA, , A,r' A A a"; A-` �:A�,+.AA v$7L"
- X'��������it'�,���R'YYKYY�C'YYY�Y��YYLYY'�' - - . �}•.�'.�'� `r�`r��x .><'�yL•'��•�,Y � 1,\ n' � , � ?` �5 � .m".''
q`; �'L� i t i , /:`--77777-1�t
�- \��p,}Jj/jf/ f�1�D:1�-
d" +q4.,�• \£, € £, ix
\X/" "x\
JOINT SEALER
R ire,
rwx'�.r+.r•'rr."t5r r'•'+„'^-'''iryr•:'rrr"'4,'r.-�w✓r rrr'.rr',a'",',
rr>Nrr xrr',�K r.' ry r�''.v+"r`r°"rr✓u",rr-`y,;-y,Kr va, r w'yv�v�w 4
112•­�_ JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A 1,2' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A 1,2' EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
1/ „
8
121111111.M..,aa�����
iA iA'�A�'hA"'7b`�xb''�AFh�h�'AAh�✓'k%s'k'h'kalysx47i�hyf�7s,, '�.�y4 "kiqs,�ahiiiisiiYii'
GROOVED JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A GROOVED JOINT 1" DEEP WITH 1,8' RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
SCALE: NOT TO SCALE
TYPICAL CONCRETE SIDEWALK
EX. EDGE OF
PAVEMENT
2-3 INCH WASHED STONE
(6" THICK)0
°0
��o� �no ��o060
%� �aou0 0.��0°�0 ��
n° o
°�0000�0°
con,.
50' MINIMUM
EXISTING IMPROVED ENTRANCES, ADDITIONAL
ENTRANCES PER DETAIL ONLY AS NEEDED SCALE: NOT TO SCALE
STONE CONSTRUCTION ENTRANCE
EL 6.00
4" CEMENT MORTAR
CAP OR OTHER AS DESIRED I III-
l BOND BEAM 2-#5 BARS
2 112 "
JOINT REINFORCEMENT
(NOTE 2)
x
c�
w
x
8"MASONRY BLOCK
sl #3 V-BARS @ 32"O.C.
NOTES:
1. DOWELS SHALL BE AT LEAST EQUAL
E IN SIZE AND SPACING TO V-BARS,
SHALL PROJECT A MINIMUM OF 30 BAR
h DIAMETERS INTO THE FILLED BLOCK
CORES. AND SHALL EXTEND TO THE TOE
OF THE FOOTING. I
2. JOINT REINFORCEMENT CONSISTING OF
9 ga. LONGITUDINAL WIRES AND 3/16"
? CROSS RODS SHALL BE PROVIDED AT 8"
CENTERS VERTICALLY.
FINISHED \:..
GRADE VARIES + `
I I I #3 X-BARS @ 27 "O. C
8„ N
EL 0.33
#3 DOWELS @ 32"O.C.
N
(NOTE 1)
2'-4"
M
SCALE: NOT TO SCALE
BLOCK RETAINING WALL
SHEET C6 OF
8
PROJECT # 636-105
DESIGN FILE:
636-105/PM636-105 Construction Plans.dgn
B'MAX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE
STEEL POST -41 I
WIRE FENCEse)I:epe???::::: �:::II...I ..II.M.- :I:::......
:...............I
WIRE FENCE
STEEL POST FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
JV NATURAL
PLASTIC OR - .._._I-,:_-1.- oc° °°o°° GROUND
WIRE TIES L.a; !-I_1:.- . -1.1.1 ° ° 0 0
°° °Oo° UPSLOPE
° �"MIN
NATURAL o°O o o ° o° 8"MIN
GROUND 24" °o ° ° O°
IV Jv j 1.o ° ° ° ° °°
11 IIII:'ilf Il 'III °
" " ' ' ''''''•'8"DOWN *8: 4"'.'II III `11'=III III I o 0 0
............ :::..... •' :FORWARD ALONG*.::::• :1 I
-THE TRENCH •�
II II
24" II FILTER II
II FABRIC CROSS SECTION
II II VIEW
II II
II II
LI LI
RESULTANT THRUST AT FITTING
AT 150 P.S.I. WATER PRESSURE
TOTAL POUNDS
NORMAL
PIPE DIA
DEAD
END
90'
BEND
45'
BEND
22 1/2'
BEND
11 1/4'
BEND
4"
2,700
3.800
2.100
11100
530
6"
5.600
81000
4.300
2.200
11100
8"
9.700
13.600
7.400
3.600
11900
10"
14.500
20.500
11.100
5,700
2.800
12"
20.500
29,000
15,700
81000
4.000
14"
27,600
39.000
21.100
11.000
5,400
16"
35.700
50.400
27.300
14,000
7.000
18"
44,800
63,400
34.400
17.500
8.800
20"
55.000
77.800
42.100
21,500
10.800
24"
78.500
111.000
60.000
31.600
15,400
30"
120.800
170.600
98,300
47,100
23.600
36"
172.800
274.400
132.300
67,500
33.900
42"
233.300
330.000
178,600
91,000
45,700
48"
304.000
430.000
232,700
118,600
59,800
54"
384.100
543.200
294,000
149.000
75.300
FORD BRAND DUAL CHECK(HHS31-323-NL), ATTACH
6"BRASS NIPPLE(NOT SHOWN) TO DUAL CHECK &
BALL VALVE (HAMMOND 8901). INSTALL 10"ROUND
10"x19NICOR OVAL LID WITH PLASTIC SHUT OFF BOX fOR CUT-OFF OUTSIDE OF
SENSUS RADIO RECESS \^' THE METER BOX (NOT SHOWN).
MBX-1 METER BOX.
10X19 N1COR OVAL
LID WITH SENSUS
RECESS /
ANGLE METER STOP WITH / 5/8"x 3/4"SENSUS iPERL OR
LOCK WINGS accuStream METER WITH
( ) SENSUS RADIO
1" SERVICE LINE. SDR 9.
200 PSI, CTS SUPPORT METER BOX AT GROUND
1"CORPORATION STOP LEVEL WITH 4 SOLID BRICKS
SERVICE SADDLE
(FORD F 1000-4 )
(FORD FC101)
NOTES:
1. 36" MINIMUM COVER EXCEPT UNDER DITCHES.
2. ENCASE SERVICE LINE IN PVC PIPE WHEREVER SERVICE LINE IS INSTALLED UNDER PAVEMENT.
© 3. COORDINATE WITH TOWN OF MOREHEAD CITY FOR INFORMATION ON METER TYPE, SIZE, AND LOCATIONS.
4. FORD STAINLESS INSERTS (INSERT 521 SHALL BE INSTALLED 1N SERVICE TUBING.
5. USE 14 GAUGE SOLID COPPER WIRE FROM CORPORATION TO METER BOX. LOCATING TAPE MAY BE
SUBSTITUTED WITH TOWN APPROVAL. SCALE: NOT TO SCALE
INSTALLATION NOTES:
BEARING LOAD
7
INDIVIDUAL
WATER METER SET (3/4")
SOIL
(LB./SQ FT.)
1.
THRU LINE
CONNECTION,
TEE
1.
THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
K
MUCK
0
2.
THRU LINE
CONNECTION. CROSS USED AS TEE.
2.
INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
SOFT CLAY
1.000
1.500
3.
DIRECTION
CHANGE,
ELBOW
M H RING 8 COVER USF 753 RING MV-ORS COVER,
3.
INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS
SILT
3.000
WITH CAMLOCK. WATERTIGHT GROUT SEAL AND
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
SANDY SILT
4,
CHANGE LINE SIZE.
REDUCER
4.
INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
SAND
4,000
5.
DIRECTION
CHANGE.
TEE USED AS ELBOW
FINISHED GRADE
INFI-SHIELD UN1-BAND ON THE OUTSIDE OF THE
5.
ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO
SANDY CLAY
HARD CLAY
6.000
9.000
6.
DIRECTION
CHANGE.
CROSS USED AS ELBOW
MANHOLE SEALING THE JOINT BETWEEN THE RING
AND THE MANHOLE OR APPROVED EQUAL.
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
7.
DIRECTION
CHANGE
6.
WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
TOP OF PAVEMENT
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET.
FRONT WHEEL OF THE TRACTOR. SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST, THEN
APPROXIMATE VALUES FOR VARIOUS TYPES OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE
I
AND EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE WIDE VARIATION OF BEARING LOAD
24
SCALE' NOT TO SCALE
CAPACITIES FOR EACH SOIL TYPE.
ECCENTRIC CONE
Z
NOTES:
SILT FENCE
THRUST BLOCKING DETAIL
SECTION
a
1.) THE DISTANCE FROM THE
TOP OF M.H. RING AND
JOINTS SHALL BE SEALED WITH
w
w
COVER AND FINISHED
ALL FIRE HYDRANTS SHALL BE AMERICAN FLOWUNTER-CLOCKWISE
"RAM-NEK" PREFORMED PLASTIC
N
GRADE MAY VARY WIDELY,
CONTROL, 3-WAY, 5 1/4' VALVE OPENING,
ROPE OR ASTM C-443 RUBBER
SEE PLAN.
Slope surface shall be smooth before If there. is a bermafi the top of
COTO OPEN
GASKET. OR APPROVED EQUAL
�
o
2.) SLOPE INVERTS AT SEWER
placement for proper soil'' contact. slope:, anchor upslope of the berm,
W
0�
LINE GRADE.
-
�-FIRE HYDRANT. PUMPER NOZZLE TO BE
PERPENDICULAR TO STREET
WRAP THE EXTERIOR OF ALL JOINTS
WITH POLYETHYLENE BACKED FLAT
_
vn
a
_
Min, 2 = - ``
.. '-�'-°
Stapling patterna5 Anchor in b"'�r�i" min., Trench
'"
BUTYL RUBBER SHEET NO LESS THAN
N
per manufacturers overlap ` and staple at 12" intervals,
1/16' AND 6" WIDE.
L1
PIPE SIZEM D
recommendations. `4-';�� '�
�'(in,6"overlap. .
NOTE: SHOULD LOCAL CONDITIONS
X PREVENT CONFIGURATION
0 - 16' ASTM C-478
�
a
>
LESS THAN 24 4 '
z
24 -30 5
f -�
_ ¢ SHOWN. ALL JOINTS SHALL
TYPICAL MANHOLE STEPS @
MORE THAN 30" 6'
BE RESTRAINED.
16" O.C. & SHALL NOT BE
-- Staple overlaps
-
o
ALIGNED OVER INVERTS
DROP MANHOLES 5
M Max, 5"spacing,
u,
•- N
FINISHED GRADE
FLEXIBLE SLEEVES AT "D"
Bring material down to a level area,
�
ALL POINTS OF PIPE ENTRY
f a not stretch blankets/nlattirag tight allow turn the end under 4" and staple at 12"
the rolls to conform to any irregularities; intervals.
\// /\/ / / / / / / / / / / / / / / / /
/ /\\�/\/\/\�\\' \\/\ \�/\\/\\/\\/\\\/\\/
//\//�\//\//�//\// //\\j\ \//\//\%/\//\// \//\//\/\//�\//�\�\�\/\/�\
GROUT CHANNEL
DOUBLE STAINLESS STEEL
STRAP W/RUBBER BOOT
Lime, fertilize, and .seed before installation. Planting
Far slopes less than 3H:IV, rolls 9
SLOPE 1 : 1 2
TYP.
may be placed in horizontaf strips. or shrUbs, trees, etc, should occur after installation. 2" SQUARE OPERATION NUT EXTENDED BASE1-1
0 0 OPEN LEFT (COUNTER CLOCKWISE) 9"MIN.
I
SCALE: NOT TO SCALE
MECHANICAL 12" MIN. #57 STONE BEDDIN 12"MIN
SLOPE STABILIZATION #57 STONE JOINT LOCKED HYDRANT TEE 100% COMPACTION ;•�1(
UND 1 STURBED GROUND
6' DIP Ulm
c
MOUND BACKFILL OVER COPPER INSULATWIRE 4IGABOVEUAGE S�LLD CONC. TO
6" y
TRENCH\. \\ 6 RSMJ GATE VALVE ,
SETTLEMEOF
OTALLOW FOR PVC WATER MAIN DRAINAGE FROM �\\\\;�yI\j��j\�%\\/��:,� UNFORMED CONC. DUC- LUG
HYD. DRAIN j�j/�\//\//\//\//\//�/ ALL MANHOLES TO HAVE EXTENDED BASES SCALE: NOT TO SCALE
3/4 THREADED
FINISH GRADE � \ � SELECT BACKILL (SAND -FILL) RODS (COATED) SCALE: NOT TO SCALE COMPACTED TO 98% MODIFIED SANITARY SEWER MANHOLE
+i
N PROCTOR IN AREA TO BE PAVED TYPICAL FIRE HYDRANT ASSEMBLY
BACKFILL WITH SAND FROM
/ \
UNCLASSIFIED BACKFILL \ / PVC PLUG m TRENCH EXCAVATION. COMPACT
'
95% STANDARD PROCTOR ° NOTES: TO 98% MODIFIED PROCTOR
SELECT BACKFILL COMPACTED 1. BLOW -OFF ASSEMBLY FOR 2" \/\/\/\/\/\/\/\/\/ IF UNDER PAVEMENT OR WITHIN
M / INSULATED 14 GUAGE SOLID +1 TO 98% MODIFIED PROCTOR- MAINS ARE TO BE CONSTRUCTED \\\� 1 0 FEET OF ANY PAVEMENT
/ COPPER WIRE 1 'ABOVE ALL / USE HAND OPERATED EQUIPMENT AS A CONTINUATION OF THE MAIN \j/\\j/\\j/\ \//\//\//\//\//\//\// OR OTHER FOUNDATIONS
PVC WATER MAIN / p W 1 THOUT THE SERVICE SADDLE AND \/\\/\\/ cn \/\\/\\/\\/\\/\\/\\/\\
SELECT BACKFILL COMPACTED ,., ONLY. WITHOUT THE CORPORATION STOP. 'y' SLOPE WALLS TO ANGLE OF
/ +1 2. CORPORATION STOP SHALL BE 2 PIECE ADJUSTABLE a \\//\\//\\//\\//�/\\/ REPOSE OF SOIL OR PROVIDE
N TO 95% MODIFIED PROCTOR- N
/ v / LOCATED IN TOP OF WATER MAIN. a VALVE BOX > \ \ \ \ \ \ SHORING.
N USE HAND OPERATED EQUIPMENT � / � \�\�\\\
ONLY. BACKFILL USING MATERIAL
`11 FROM TRENCH EXCAVATION
TRENCH BOTTOM SHALL CONSIST 90A BRASS / OF FIRM, STABLE MATERIAL & FITTING ` 2"THREADED BRASS \ \ \ \ AND COMPACT TO 98% MODIFIED PROCTOR. / TRENCH BOTTOM SHALL CONSIST PIPE DIA. + 16" SHALL PROVIDE UNIFORM SUPPORT / / /j� PIPE (12"IN LENGTHI
OF FIRM, STABLE MATERIAL & THROUGHOUT LENGTH OF PIPE.
SHALL PROVIDE UNIFORM SUPPORT WATER DISTRIBUTION //%�/%//\ \ /%< NO. 57 STONE BEDDING FROM
PIPE DIA. + 16" THROUGHOUT LENGTH OF PIPE.
MAINTAIN 3' OF COVER OVER SERVICE SADDLES y2j"J" PVC MAIN CONCRETE
\\�\��\\��\\/\\ MINIMUM OF 6 BELOW PIPE TO
CONCRETE BLOCKING � Z k� TOP OF PIPE.
PIPE OR USE DUCTILE IRON PIPE -
SCALE: NOT TO SCALE SCALE: NOT TO SCALE GATE VALVE MIN 'f3 C.Y. AT 3000PS1 �
2" BRASS COUPLING SCALE: NOT TO SCALE PIPE DIA.+ 24" SCALE: NOT TO SCALE
WATER PIPE TRENCH DETAIL WATER PIPE TRENCH DETAIL
OUTSIDE PAVED AREA AREA TO BE PAVED TYPICAL PERMANENT BLOW OFF SEWER PIPE TRENCH
2'-6" CAST IRON BOXA SCH 40 SCREW
BACKFILL COMPACTED TO 95% STANDARD 28.15" 15.75" FINISH GRADE W/ BRICK ON PLUG
PROCTOR DENSITY. TOTAL HEIGHT OF COVER FROM FINISH GRADE E SUPPORTS
BACKFILL SHOULD NOT EXCEED 3'.
TO TOP OF TANK:12" MIN. , FINISH GRADE
GRASS sa.�ai1.,ci
UTILITY MARKERS AT :
SURFACE • a: .:� . N $' �. ,.
PRECAST 6" THICK.CIRCULAR
CORNERS (TYP.) NY AA, 1 1I""1 � N � �..
• rn q CONCRETE COLLAR/PAD 0
„ . Y $ cn
�`.}. r, % (3000 PSI)
53
r , VALVE ;_.. . ...... ..,.. .. ........... � BOX
INLET PIPE. _ Ii xr�.. i,.�� 4 > f
�_.� SIDE VIEW FRONT VIEW
III I I:: w 2"SQUARE OPERATING NUT 4 SCH 40 PVC
.....I I (-� ISOMETRIC VIEW
a & NON -RISING STEM 1.0% MIN.
III I - 2 35 IN
MODULE DATA
8.15 SDR_
14" ISIAND E WITH 4 "PVC CAP
_.:.. ............
I ` L...._._..... _ .... - i:::. I , Sat fit a 3,.a'! In
_ I LINE WY
I I
IL -II L II iI I1 ,IL, II -II I- i� 24 III _III, � ' �
I I I I I I I'-' I I I- . I-.. I-i I I I I I=1 I:-1 I :- I I- I I-! I I- •� U;
R-TANK" UNITS WRAPPED I N E
GEOTEXTILE (ACF M200)Y,,,
EXCAVATION LINE
NEW GATE VALVE SCH 40 STUB OUT
AMERICAN FLOW CONTROL,
SERIES 2500 RESILIENT WEDGE NOTE:
EPDXY COATED INSIDE & OUT 1. INSTALL CONCRETE DONUTS AROUND ALL CLEANOUTS.
WATERLINE
2. IF LESS THAN 36"COVER. MAIN 8. SERVICE PIPE
SHALL BE DUCTILE IRON PIPE.
BASE: 4" MIN. FREE DRAINING BACKFILL COMPACTED SIDE BACKFILL: 24" MINIMUM OF FREE DRAINING PLAN VIEW
TO 95% STANDARD PROCTOR DENSITY IS REQUIRED TO BACKFILL, STONE LESS THAN 1.5" OR SOIL SCALE: NOT TO SCALE SCALE: NOT TO SCALE REVISIONS:
PROVIDE A LEVEL BASE SURFACE. MUST BE SMOOTH, (USCS CLASS GW.GP. SW OR SP). MUST BE FREE
FREE OF LUMPS OR DEBRIS. AND EXTEND 2' BEYOND FROM LUMPS. DEBRIS AND OTHER SHARP OBJECTS. TYPICAL R-TANK (LD) DATA GATE VALVE & VALVE BOX SANITARY SEWER SERVICE No. BY DATE DESCRIPTION
R-TANK "FOOTPRINT. A BEARING CAPACITY OF SPREAD EVENLY TO PREVENT R-TANK" MOVEMENT. 2.000 PSF MUST BE ACHIEVED PRIOR TO INSTALLING COMPACT SIDE BACKFILL WITH POWERED MECHANICAL / GYT 6/22/22 REV &ADD DETAILS
R-TANK ". NATIVE SOILS MAY BE ACCEPTABLE IF COMPACTOR IN 12" LIFTS. 2 GYT 8/l2/22 REMOVE BACKFLOW
DETERMINED TO BE STABLE BY OWNER'S ENGINEER. 4" DOWNSPOUT FOR PERMITTEE:RESIDENCE AT 9TH, LLC
ROOF DRAINAGE 3 GYT 9122122 R-TANKS
SOLID L to ADDRESS: 125 HORTON DRIVE
TYPICAL R-TANK (LD) SECTION MAINTENANCE PORT 4" OVERFLOW DIRECTED TOWARD MOREHEAD CITY, NC 28557 4 GYT 9129122 UPDATE ROOF SF
0HARBOR CHANNEL PHONE: [phone]
BACKFILL COMPACTED THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE -SUSPEND Z
PROCTORMODIF DEENSITYY 24;;TYP II I, ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. MINIMUM J DETAILS
18 MIN I REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE
FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. w
FLUSH AS NEEDED. 3
... o
EM RESIDENCES BASK
INSPECTION PORT
12"DIAMETER PVC „
MAINTENANCE PORT PVC PIPE (MIN. 6") WITH PERFORATIONS USED TO VISUALLY MONITOR
THE SYSTEM. CHECKING TO MEASURE ACCUMULATED SEDIMENT AND ENSURE A TOWN H O M E COMMUNITY
WATER IS EXITING THE SYSTEM PROPERLY
ACCUMULATED SEDIMENT SYSTEM MAINTENANCE TO R-TANKS" MOREHEAD CITY, CARTERET COUNTY, NORTH CAROL I NA
TO BE REMOVED AT 25% CL I ENT: A -TEAM ENTERPRISES, LLC DESIGNED:
REDUCTION OF DEPTH MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION
DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION
SEAL
R D C / G
THEREAFTER. FLUSH WHEN STORAGE IS REDUCED BY 25%.
ADDRESS' 125 HORTON DRIVE
DRAWN:
UNDISTURBED SOIL
DOWNSPOUTS LOCATION & NUMBER ARE ASSUMED. THE
MOREHEAD CITY, NC 28557
EQUIVALENT OF 7,231 SF OF ROOF REQUIRED TO
����11l l ///�
�'//
RDC/G
CHECKED:
MAINTENANCE & INSPECTION PORT
BE DIRECTED TO THE R-TANK` SYSTEM
\� N CAR o�
.�
PHONE: [phone]
\� ..., %
THE CULLIP]HER GROUP, P.A.
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
O�OFESS/0'1/
2:-� v
APPROVED:
- •a
R-TANK SYSTEM DOWNSPOUT & OVERFLOW = 13343 = ENGINEERING SURVEYING SERVICES R
- 151A HIGHWAY 24
�Q-- MOREHEAD CITY, N.C. 28557 DATE:
�� O,� . • GINS . ,Z� 773-0090 LICENSE N0. C-4482
q �Q 6/9/
'11
1
l�<D p (, \-V , UV%1 1 Z SCALE:
lliii l',,\
RONALD D. C1 LP.E. NO SCAL