HomeMy WebLinkAbout1996 Construction Plans Updated (March) (Box 22 #11)�F{�1:'t4�44NyN�.
4
G
hi U
AA�hd.-bra
sir
SW.
W
W
�•
�ro
z
11C
z
h
a
z
d
a
z
d
�
x
�
b
�
�
a
�F{�1:'t4�44NyN�.
4
G
hi U
AA�hd.-bra
sir
SW.
r. .
6" PVC (TYP)
END CONST. f'„.
STA 12+82.97\,�
. r ..
..,..:....: ... .. .1 p :; ,. „ ., J:fJNio-lsu':.uuslHdwtJrdesfkJM',b.'w,. fi... ?P :M1Parkl'lfligfip -.:. ,wi-,4€E3.- flAP. fi. MCPn:. ... M M.. 'W.
MM€'!!€ m"m&mm!PF.IRmga%.-,.ub:nr:,.,,eww ,,,i,v' M RRI! ,w,w,:,,:waw,w�,ww.ww,w.:.n, ...wa.,�an„�.u.a.�'- :nienoeu*artamrcrcroxenmrcrserN. .' � ,reamoo'�a.6!Y S.e*"I""ax_,. I.:,. 1...110:ln I, I,.c'",,, w,wauu�duduJ�uld uw�e.w�wara�..-c.+. wwr�,w+ ,. ..
y . _ ..R "mr,11 d€'R , q@MI!h pFi!. A,N• flf@hP? IflAMdMgl�tPfihr"r-' I r71. CW, ± .! .. .nf.I'6` ., B€lNylrl€A fl 1@�
t ,iP t T 9 EP I.;,h t• Ti w ,-•'y a : ^„ • L_,•p.�� ,•,} 'vyr+t ~/iqt, •;'-: f° .�...,.,,IN f,Jl \, I.,`` " "•�^"'"....�.••- °✓.Il"'„�.;F€�n0 � ',� , f? �� ,4\ \ \ \ \
/ ''` f,'' _ 128 08 11 f� £ .• ;:, ,. '� } _ ��h ..'"^�
rr }y2 pq ^y Y'T ° F ` ° "" :' #.. r' • T' ,T' " . P '. Ev:Ma `•'.s4�• ;t,^, r { (y {� � \ ` ,�i, £1'- �__ `` �+ � � i " `'''ti \ \ \
3 '! '^^^ V ,z,:, z Y,F �..p., •,!6,'. „ ' .�°,1i , •• • 'Me r f I t~J �� • -4•- T �` .'."'. `}-S'J .�..." "y' :'`.�, _ �\ `'� •� \ \
er ;~� f �O r f d" y •�} "p" > Y a*' V'y' ``" 1! ��'_ f �� \ mM1 ti : �a al f y `�`� \w y,\ 41 t-1 M CP \
f f' T r 1.98 \ u F a ,. ;•c„".'�� r~ ,s,', t
.•" ,•'F :• tiC' ff, "Y ..pP •y.• t \,ti {wp. 1 v • '* •,.i ". .!':. '{b`k 'y *`'•. ' ^f ��"``A iJ` f „ , J
p L _ �8n2,! \,•.Y...., .,;, _ �n d, iG^' . I� t �`1,,•'- •'p f \ `, ,� 2
rf.',v xr0 r thn +, yw.. .,. pa'.#; .•' "' ��ONOy9 t "a ,.1/ ✓t _ I•f . ` < rol: *�^ ��.=- •✓ '`� 12" MES\ \ \
`L f' t H. EiRG.a."I 3 Vf ,:,;:`y',a",?" ._ : ti \� 4q w ti _
` INV. 17,7 \ \ \ tt
SF :, s ,n r .E�I, :.w•-
rr , '` fi s ' as�;hh,. _..� �oti�� '` `:: {�; ;' `%� �', ,,:t, OT TYPE C 1NL� ��. " \ o
r i. _ l ; • ,' •a� ^ xy fir' ,� br . ; ., -�' r -- E
,�, r II Cl L 6 .9. dti.r:i'':4"�,/��;';.,., ,#: `*Y,; /`:pal ��:..... ............', :, r `\ ^ . 1 �`` � ; 'GRATE 20.65 \ �`°` R - 74a4
{ r,. .r RETENTION AREA A "•�•�"� "�.'.,; �.- •'Y:. �::,,. �, or � �y �� ��r .w y" � � CNV. 18.0 '��.� ``` `° _ . 5' a
,p 1 _, ! Y ,.p' Fc +�4 � •i..'�!''" =' ,�'`w.. ,:;w( NEW PVMT. CONSTRUCTION (TYP) w':',: _______1e t''f _? f t ' `, 't f n' ... "7.'`r'` „., ` T . a5.85• \ i
M f r N f + `6 1",&,(E�_i',*'.,'.i " < Ir;." y,. .. a : ', 1�' } t �l y1R 1�1Q y1 �`i� `c `•� I. 11 if r a w y ! 662 �0 \ ^,
%' """ � \ %/ r existin cotch basin � 1� ��' o � � h
/` I \ G1 Q .Y,':vey• *' 4MLF:E"::;:.'r" :r Y ` ! + ti' F 5e '�, c. ,\ \\ $� NON -PERF PVC �, O 1�
" // ', ' o i (Nf7 top grate 19.29 n 15 `Y� .'" d�:.':;p, ax.`tq*:.,�.p ,,, �`\�6 �f 1.�ptp„�� ay /£ 9 +� ��,,.-'�tio' Z� �a x}. _ +f 1 yI e1• C a.,`O Ery\\
' I,r" o �1 �'" °Y J, •; .^�,•y ..•. Y•- i•a'�'._ti •i `�mn„m,mm, 16rMuruv,�......._ ��••��Fp' Y� 1•' F� 1,L' ~`a`. Y° .. ................'� ' _,___...__. ...-.-._...-. _.......,.,.....t... ! F..,.N t,stl .......-_." • f�$Y• ft�• \ z�
._ ^ ,. .•
r` \a Inv. SW 15.19 ti as y . ;'-. �- ti9.' - �g rb
...
<. ✓ t.. � f \ Inv SE 17.00 +ry __ _ +� - r'�a,� "` `' � .�a „' = ' - # 6...•• � - _ +ry � � _ ` " $� } f t1$ 2 � *'
. ��!.-�.•' r - _ - - - _ .~._ --_.._ ,-.._ •a ,•. k a_ _:." - _ yam., - - �ry ~�, �w . ,y1�y y
/ 15 w -._. _......__ a. , ,L ry �6 �?..^ .Sy o}< - o - - - - - - - - �$� - - - - - - �16 - - '2}13 '\,. st
X �.--'.�" 'No tip•° ,�r ;.fig' °v .- -2°��- =ye -yam- �,-o!•s-- ` - �� ,L�9.. ti,- + - - -se ; a. --�• -" .-• -- .`.'r`J -'t* ' 0 60
Y I ,,,,./ Q- .✓'",•' ^-•w:\ n^�,,, ,,; J %. 4 4\ J °�. - J J J , � " J '�• ' J ; T
tio• k . 20' LANDSCAP ESMT o o T T ,� y �,i I I existin eo Zy F 9 ye F r' ''` f \
e� - w, �y - o �9• 1°� 1°" 6 1 $ � •1 C " s �a �s �s 6 �20' LANDSCAP ...ati ESMT. ,00 ... ,� 9 P •:•,r2, +z�2 ��. ,; 4� , 21.as /
�� -� N ~ \ F , 3 - y 9 9 19 Lo, ti0' 8 6. r 4' 20 tio' 20 do �0 20. a �. ti +z ti ' 3t
W +,,•e+`,^.• -' F, �.. .ti r 7 :, . "m y { *f { y °°°°°°Ci°' 6v y x,- . . •"•�'°••t?I �;:,,-. __e - 1 , _ r I � � `L `L� ,'�- \i' � �� "i` 1.1 � � ,.ss \
LtJ A ti Ati ? A3. ?a r - - - �6 0 - - .11 1
r �
-
Y "l .
i
Y �-
i 1. /'
.EE. F 1
y ,I:
0
O f. !
la
�� 1 „t , I ., :, .,,.E E
O a I
� i, i '1
I 19 'Ir. 'I ';li' I I Ivi.
O• 0 11' 1'i I I 3 'b f '� I ,:
\`Man IP ,:,.
i I t.
.: . 5: r 1 :'a U 1, 1 7 7 €: i i I : I .: f :. I I , ,. .. L E. I
1 E. T. I I I. Y
g I li 7 I: i i I i i I I ,I t I :'r
ff �' I
V/ 1 IIII 11 I 14 I :I: i I �I I € I 1• £ � I 3.E
I 1 I. li i I 1 �I I f { E'I { E 1:,. � 1.
r f I„ 1 • J':
I• 1 I' �. � I I I' I'• � 6� d:
, : :�, :� i �,� Iii I �:'. �.,� .A. .: :.. :� :, ,' :,I ( { :. I i. i I. I . ti.� � l .A' I y
I� ( { I �. a I # A i N
n :., � 1. .: �.., 1 1 n' i �:: 1 „, , ,,, 1 � � 1 i I I :L I .,6.. µ
{„ I (, Y I d, '1 \
^�"� { ���1���� Viii 6,::1:11 k„i {{11, II I�. I { { i ;�.' :,..,, i
f
„,:: i I x
� ��'' 1., J
,r' t
:.
' 1G 3 ?o, )S �o �4,9 ?0se ?0se 204,9 1P existing eop 2°>s 2q9; 209s 4?o 'IjF rJ? ?s r4> Vis? X49 X43 S3 - - - >9 es �9 a isting eop , e8 19a ?8 s 22.00 `� ars
_ r - ---- - -- -t----a-------�----- - --- ------a---- --�►- 1------�?-_ �1 -- -----•t-2?. - -��,t - -?2 ? 2.-- ??
- -------P/1___-_ - --- �------t-----__-" --- +�� --- -- -�-�- ---rhe -t� tea, �� �,� �I -?� at �s z,V ___ ��L a?. / L `
W 4"J ai#• ?? i.?4 2j 3S 3g 4? �3 63 09 �g ff oS �vp 1 j 4 ti vy , 1 , , </ y ' ?? �? 2 T ? ,
Z Til •?� ?T ?� 1a IPI I < fCTI �s ? �B ?1 . ? 36 8 74 11rL. ?_4? X1.91 2?0> ?•O �7
UD CLEANOUT -SEE -?> .34 S-�-pECT " J '� zz-k��-�'?� a�o4?t> `,"p
xzo.00 SEBASTAIN WINN DIXIE PLANS LACONIA 1 (l L= 6 UD (TYP) z1-�s ,99 ?'9? 9> '""
1829 PREPARED BY RON HOWSE, P.A. EXISTING 80 R/W �� - - -
U-
/ EXISTING RIGHT-OF-WAY
F_ = 50.33'58" / I • 1 18" RCP, MES & DITCH GRADING BY OTHERS 6" UD CLEANOUT (TYP)- Q � FELLSMERE ROAD - 1.
.< R = 150.00' ' (SEE SEBASTIAN WINN DIXIE PLANS W : STA -0+75.44 \`\,
T _ 70.85' I � BY RON HOWSE, P.A.) z a EXISTING EDGE OF PAVEMENT
L = 132.38' o � STA -1+24.81
I . EXISTING WEST LANE OF LACONIA STREET PAVEMENT, BASE 0 #n .E
CONTRACTOR TO GRADE AWAY FROM ROAD AND SUB -BASE TO BE GROUND UP AND USED AS SUB -BASE 0 9 24" WHITE STOP BAR
existing ditch" 'I i INTO ROADSIDE SWALE. REGRADE EXISTING MATERIAL FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL � STA -0+99.46 &
SWALE TO FLOW TO EXISTING INLET IS TO BE STOCKPILED ON TRACT A - SEBASTIAN LAKES SUBDIVISION, 0 cn STOP SIGN
` (SEBASTIAN WINN DIXIE SITE). Q W
C 'L 01_D R/W OF FELLSMERE RD.
J S A -1+36.18
1 p� 16'87
I II C/L GRASS MEDIAN
E3ETWEEN PAVEMENT LANES
IL.- existing 18" cmp . STA -1+77.94
GENERAL NOT. FS W, R/W UNE E. i2/W LINE
II70' R/W d
1. ELEVATIONS ARE BASED ON INFORMATION PROVIDED BY PARSON'S 7. ALL UNPAVED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE
SURVEYING, INC. SODDED, SEEDED AND/OR LANDSCAPED. VARIES 3' 24'
to
z
0
f-
U
0
O
7
to
-j
Q
O
- J
m
5
}
m
w
m
N w
Z -
m
O -
F
0
U [[
E
a
I
(n
ti -
a
1
w
I
Q
I
a
}
1
Z
w(y^
Q > -.
0
z
0
x
Q
Z
Q O
of
a
w
f
w0 -
� 1
F ,
OZ
=w I
to
Z O -I
OV
Q I
O �rZJ I
F
I
w 3 '
a
0w
m m
aW
-X !
w r''
mw
aF
to
I
z�
0
Z 1
0 I
V
I
mf2
:0E z
w
zv
<0
0
J2w
Z to
w w
mi
p0 I
0w
NN
�
w
�o
25
's
20
15
10
L0 "oo 0
N N C'•J
..1„ 11 Y {i�R H
8. CONTRACTOR IS TO PROVIDE STRIPING TRAFFIC MARKINGS AND 1.75' 12' \ N\ R\GR\ D Wi I/ IEf INCH = 5
VARIES -.� -•--_ -_
2. LACONIA STREET TO BE F. D.O. T., TYPE S-3, 1" THICK, BASE C�- 12 '��- �� �� �� � �`\ � = 5O FEET
SHALL BE 6" SOIL CEMENT, AND A STABILIZED SUB -BASE 12" THICK SIGN IN ACCORDANCE WITH THE CITY CODE. PAVEMENT MARKINGS -41-" `"'"` \n, , Y n / . �/ , �/ . �/ f "' 1. I 1 ''. .. •'•'�
COMPACTED TO A DENSITY OF 98 PERCENT O#= THE MAXIMUM (TYP
SHALL BE 90 mil THERMOPLASTIC.
DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180 (MODIFIED). -- SAWCUT EXISTING PAVEMENT tO 'TOP SOIL O 50 100
THE SUB -BASE SHALL BE STABILIZED TO A FLORIDA BEARING VALUE 6" TYP ---*- -F-
9. ALL DISTURBED RIGHT-OF-WAY AREAS SHALL BE CLEARED AND ( ) I � -III-III=III=II I
(FBV) OF 75. ALL MATERIALS USED SHALL BE !N ACCORDANCE PREPARED TO RECEIVE SOD. SOD ALL DISTURBED RIGHT-OF-WAY 6" (TYP)--► •.+-- 1' THICK ASPH. CONC. TYPE S-3 PVC END CAP W 18 SQUARE
OVERLAY OVER FULL 24 WIDTH IST /
WITH THE LATEST APPLICABLE FLORIDA DEPARTMENT OF I -III-III-III-II COMPACTED FILL x 4 THICK, 3000 PSI CONC. COLLAR
TRANSPORTATION (FDOT) SPECIFICATIONS OR AS APPROVED BY THE AREAS. I i 2� , , _ OF PAVEMENT z I I- I I� I I� I I-
CITY ENGINEER. 6 °� r®+ i'l 41 " I f, r � -i I I� I I-1 I I=) FlN GRA E , � -
10. SURVEY INFORMATION OBTAINED FROM A SURVEY BY PARSONS 3 . £• " Y.- - - . ;• •
3. ALL EXISTING DRIVEWAYS DISTURBED/DAMAGED BY CONSTRUCTION SURVEYING. 311 1f N ��-- 8 MIL VISQUEEN OR NON -PERFORATED
EXISTING PAVEMENT .. . ,-.. APPROVED EQUAL oo 6" PVC PIPE
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION. 11. CONSULT "SUBSURFACE INVESTIGATION SEBASTIAN LAKES SHOPPING •••
CENTER SEBASTIAN, FLORIDA" PREPARED BY UNIVERSAL ENGINEERING 1" THICK ASPHALTIC CONCRETE - FILTER AGGREGATE . .
4. EXISTING WEST LANE OF LACONIA STREET PAVEMENT, BASE AND SURFACE COURSE TYPE S-3 TO z . ": • ' HARD, DURABLE, CLEAN '
SCEENCES FOR EXISTING SOILS CONDITIONS. 6' PEP UD (lYP) ty 6 •ELBOW £ . 45'•
SUB -BASE SHALL BE GROUND UP AND USED AS SUB -BASE MATERIAL MATCH GRADE OF EXIST. EAST LANE :£ QUARTZ SAND MEETING �-
FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL IS TO BE 12. REFLECTIVE PAVEMENT MARKERS (RPM'S) SHAl1 BE PLACED ON ALL " y -6-' f FDOT SPEC. 902-4 ir_ - - • . _
STOCKPILED ON TRACT A - SEBASTIAN LAKES SUBDIVISION, 12" STABILIZED SUB -EASE (FBV 75) 6 SOIL CEMENT BASE to
DOUBLE YELLOW STRIPING AND SOLID WHITE STRIPING AS SHOWN IN MIN.
(SEBASTIAN WINN DIXIE SITE). COMPACTED TO 98% AASHTO T-180 COMPACTEb TO 300 PSI aoI' _''. _FOOT 902=4 •FALTER 'SAND
FOOT INDEX No. 17352. IN 7 DAYS, OR EQUIVALENT CORRUGATED POLYETHYLENE '
COMPRISED OF GROUND EXISTING PVMT. PIPE CONFORMING TO AASHTO 6"_45• ln/ 6" DIA UNDERDRAIN MEETING AASHTO M-252 OR
5. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR 13. ALL CONSTRUCTION SHALL CONFORM TO INDIAN RIVER COUNTY AND BASE MATERIAL 00 . . . M-252 OR APPROVED EQUAL APPROVED EQUAL W/POLYESTER KNITTED SAND FILTER
UTIUTY INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. SPECIFICATIONS. .. • • : IN POLYESTER KNITTED SAND SOCK MEETING ASTM D.231.62 AND D.737.61
CONTRACTOR IS RESPONSIBLE TO HAVE THE CITY AND/OR ANY OTHER TYPICAL R 0 A D S E C TI 0 N STA - 0+ 3 7.18 TO STA 11 + 3 2.5 8. _ • " • • '• .FILTER SOCK MEETING ASTM
UTILITY FIELD LOCATE ITS FACIUTIES PRIOR TO EXCAVATION. 14. ALL UNDERDRAIN CLEANOUT TOPS SHALL HAVE AN 18" SQUARE x 4" NTS 18" - ID.231.62 AND D.737.61 MAXIMUM DISTANCE BETWEEN CLEANOUTS SHALL BE 350'
THICK, 3000 PSI CONCRETE COLLAR INSTALLED AT GRADE. . .
6. THE SITE IS To BE CLEARED AND GRUBBED. - 6" PVC UNDERDRAIN UNDERDRAIN CLEANOUT DETAIL
NTS NTS
to
In I
d N I-
W
t- �t
„Y"" T .�Em.T
n
Ll.."
X
w
E I i
i
is z I r M 1 0 O � I I I�
- Q I
i
I - [
o:
Z I
s
Z Z
I+ : I
J � I I
1
O
Z
- i
a Q
i
aD
Z
€ !
i
! � a 3
£ 3 i , 3
: z _
s
Z
e ! W
J
Z €
4 -
a
I
o � _
X
I € I
3 jj`
f
r =a -
Z
E
F N . W
I
� z
a Q
Z
I
U O d = Q I t-
{
Q: v •€ O I V!: o
N `� _ N
Q # _
rn' F: I a�
F -
� .- : I
�.ti
_ t ,.._ ............ N O .
I",
II r
10
U
I -
t-
a
n- _
ac Q
F
T
'tC)
!
- I
{
Z }
Z �
m I II
I
€ �n
ti£
:a
0
o n'
o= U
w
� i
,W
w
W
fn=U t0
n z
i
W
J 1"� i
€n >l
J VI. I
n O Q
I
w ;
tl�
f ! : i
€ i a } £
.: `yy
S J
z ZZ
m _ O
3 »
W I
_ w
- O _
U
r N /. O OO
d W
zz'
yy €
f �� i
- € i
n U tn.
Ute'
ak _ O _
E
zz
I • K tY
C #
I I
e
L i
i
,
. F
E }
_;:j_
i I
I
€ I €
3 - - €
J�
_ I
��3 F
F
#
1
3 i
I
3 S
3
{
{
:
3
3
€
S
,"
I , -
£ i - e x a z
hmy"i ., .. �, ,-v„IIEeMspxe, mw"m1Y""Mm1nmM"! „M"x
�YMMWMuirz ....... ....... I -
�_ e
{
{ Z
E {
-
{ I
\ € I
- #
{
{
I
- _ [
€_
i
E' f - _
_ _ - I - .
I
-
I
-
{ II #
l _ _ { i [ I
£I
i
- �
_. __ ,. £ -
„ r
existir _ ya . = I i 25D = "-OZ3` I = i
g _ _ _ -
___ _. _ _
I -
- - i =
i
I
I =
# - #
I
{
# #
3
j
€ _
i
I
. __ x •- : - - - - -
n erf. v -
6 no c
F: : P _
9: -
I .
o hers
i
13 c b t
€ Y
P
-I = -
j
{
_ _ _ _
€ - €
_ : _ _
- :
-...:..._........a..».�,._.._<....__s»»...,,-,-_.-_.._.-,.., I. •-----------............... I._-----_-___ _.»..i.. -....:__i -_-.._...._.w . __. ..
1
= I
{ _ _
I e�
{ - _
# I {
- { : -
{ -
I ' _ }
.M -
E ;
- I
..m_ ,: n :....:... Tnn...In„... . - :IF..1»;,,",: . ... _ -. ;.",.
_
- I
- - _ _
- = I I
- I -
_ _ : _ I _
f F _ _
u� �
N N
5+00
:... M , , , ,:.... u , . s a: .:.:,, F, ., . _ 4-:u ,Mt t ... w.- . -, . ;.+ , ..a, ,. -,' . e. •c - 1ARICX'.r'd'"19•sv. rm .'m.,:.M,:ma'm. a m ux ,n::, mC+!IM!1 19npm :,:,,w -n, • 1 • . .. a, n .. ,... a 'Mq„" . ... . w " .«, •... - ... ., e o ,: x,, ..., r , w E o a w „o,.
h1R,. ..,am£F•i,�.w.,.,��,,;a.n.",�.,..�,",��'�.tr.. .M... -,._i .. w.uaF a,a. r.. :.e;,, ,�, :. .,,:. y, .. .... ,.,,,..E., .. .. .. ..,Y ,u.,, 4,. ,..., s f e"" twH +.x+wn: En v1 "w,"µn n:+ ,a. r a.,.,n,,,.• ., ws,,, .., r ,.. ,
n ,:. ., .. mF' :.. �„µ . , .., , u . :..,:... ,. ,.,ao-w„ . " , ,:.! w w sx"um., . � uM , a �. .
4
w ,w
IL -
tn 3 Z
a _ � W -
. � 4 0 Ja 2
J ( Z � (n
Q _
N i F w_o f
Ix M WO P��
0
I O
W
-m
..„.. 5
!�"�
{ .Q
# i 3
00 0
F V
# " W #
E
t
w N
N
£ #
I a €
# + £ I j I I I Q N I } =ern o' Zt��cV I I I I
_ £
f #
€ € S
M #
N
o [ -
{ s O •-
€ #
S :
3 _ N i E
i
E I
€ O
h O
I
N n
I `d• _ I
I i I
O 3
Q t- U
I
# r i
O
[ F tl
E
I
€ E e
: ; €
# • _
F - - - -_ _
N
F i £
F F E '
€
s €
I
£ { : x
€
#
n.l�_«
i
'A r"
-}- .
n
�5
{ f
! V/
( n =o
W
I n
S € £ -z LL
O €
N I
n`
_ - >n - ���
I s
F
` ^ €
I Q V
v
Q
> I ,
1 0:
I-� w c�
# E-
o �
t €
W I-
i °�
n _
a- -
s O_
O
€ € w
- m (A O W
3 -
O -
n=
I
, x a a
,
€ _
z E
. . : -__. _ ....
e E
z
£ F € : !
• 3 ! F
> U
b
{
H #
Q #
€
# i # #O
� I
I -
--
- j
I
{
i
I
0
t (4 .
N
® I
O
n
Q� � �
� [Ui J ao
�, lL O -
"��
""'# 3 1
�� Urn
� •.
N n
O
�0j' - N v . .
0 0
AI' °
_` L4 0
In
0
�..
E
E
# 3
O �Z3
€ 2 1
EYyE
F F� tL _ { #
W {
�L t�
z I
_o
z
I z
w.
I #
I
a
I
U -
€ I i'�
i
I €
f
.r W
�. -= t
5 -- � 3
I
I - N
I
> !}
E
€
£
;
£
: : : £ , : x
€ £
z - i = i ��r i
i
€ N
€ -^
IZAi
} i 3 lL
F q ty.
I
S}
I
# I p
W
R}'
3
3
1
# WW
F #
€
J
1 t
I W ..1 :�
i� -.,,i t
E
#
I..
Z
€ Z
8t,
rh
i
I t
1r .#
n I
- 1. I
tJ
\�_ n ✓i,
i �,,1,F
i I ''riy �,.,
{ ^
f
•Z
1 1_
1.
hd
i
i
tQ.
l I w
i
x
! , x
x £
x x £
£
e , e i
F € £ - i tt
m P'
`) I
..l - 11II r
�e
--vfrnE"��� - - I. _
a 'T
*.
�T+
Z
i -
i � a
; z
- - _ x _ S -
_
- ice{ I __a_ � S
O
9'
{
F
- a I s x : - ; :
t : I 5
I
i
j I
€ #
i
I
{
t }
i
I I
I #
I -
I e # W
F
I
1
f fj
_ 3
E
1 E
£ ry
I
{
{
I €
F
i V
I
i C�
# - E
�i
F,.Y..E. • 20
e.,..,i:E..a i"EeE.w W
-aww"- I """jTE"n. -
a .,..wew.s . F - a
: � EEe..r;a..a ,
J
€ {
€
F
E
II,
t
E
I _ j j
€ € I I
2 I
I _
# _ j
I f 7 I E
i
_ I
I
# #
I i } a•
I i
#
s
7 F
_ I i £ €
€ I {
€
S
ALE
_ I
IN I i
- I
9
3 F
# i 'v t. .
i
i # I
I # ; alp'
# a
I
r.
i ;SFOWN _ _ _ _
T o I
E €
a
a :
: ,
a
_ a
: a 3 i - -
: #
E -
_ z _ z
. z
s
s
: i }
£
F
(n
- I
- € t
_ _ Ii
_ i'
- I - -
i
i
1 D
1
€ 1'
j : I € O
i z
i € I
J:.
I
€ i
€-
€
I m
€ € €
r'11
i
E 3 €
3 - 4
3 -
- - - I : - - - - - - - _ : - - - • - - - : - - _ - _ -
... ___w..... -......i______ ._._ ._i_..... -_.. .,.____ __ - _. - - 3_............ . n_4.....i_---.,_ , _...._..--a.- - - -
...y...-._:._ t _ _ _ _ _
# -
i
_ - 'r 1��'( _ _
77' UD
I
}
f
• - - - - I - F , >-
I
I I I
m
3
i # ¢
- - i
7
-i
E
F
f
- 3 €
_ t
i
3 -
_ i
:
,
, # F E E E £
,
£ E • { £
{ i
1
i i -
-
I �,Y
£ - €
€ 3
I YI
tI !
i
I
r
i
i j
4 _
_ E - jjj - �y
1 f
_ _ Z
Z
l : _ _ _ _ _ _ - _ _ - .
_ - _ - = w
1
€ W
# - W
I I
i
£ •
,
_ E
: _ . - a - - - : a - S
. # G
£ # _ cc
# f I
f
#
# U
i s i
I 4
I t
I
I I € to
U 8
U
I
I
- - - I i
£ -
€ _ I
_ {
I
i _ €
_ _ _ _ _ - - - : £ - Z
I
F f €
_ I _ _ _
€ # Z
- o z
, 5
- _ : . - I =
_ _ . - e - - _ - _ _ - i € - - - - F Q Q €
a N
F F
I I F
F_,
-
i
O
a
# - Z
I
I N
€ #
t,)
- O
E Q
€ Q
- I
_ t
# #
w lb
W
_ : : _ _ _ _ : - _ _ : - _ I
€ _ £ _ _ _ _ _ _ : _ _ _ _ 0
€ W W
- - - - . - - - - - V /
z , _ _ _ _ _ - _ _ __ _ _ _ __
s -
z z z
- _ = ._ - - - _ _ __ - _ Q //� 1
}__ _ «q_. _ _ _ _ _ _ - . - _ _ _ _ _ _ _ _ _ - _ _ _ to
- _ - - . - - - - - - - - _ - _ _ _ _ - - 7 _ £
: : : _ _ _ - _ _ : _ _ - _ _
7
_ _ _ _ S _ -! _ _ - £
_ _ _ _ _ - _ _ _ _ - Q �,,• _
tL
_ . - . I+
E _ _ _ _ # _ _ _ _ _ _ _ _ - - ( _ _ _ _ _
_ _ € #
_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _
Q
I
- - - - O
_ _ - . € - _ _ _ - _ - # _
- _ _ _ - i - _ : - - _ _ - - - _ - : - -
I I _ - . }}
€ _ - - _ _ _ _ = € _ _ _ . _ _ _ _ _ F-
- F-
- W y}
h
E _
e ;
I : : - I . - - - - - -
- € € -- €
_. .. _ . - ____ _.:._ .�_.._.a...._ _ _
E € - € _ _ _ _ _ _ _ _ _ _ _ _ _
: : € i = - I
• : : _ - _ - - : : Q'
I a : : a _ _ - ;- - - -
- - - - _ - _ - - -
_ = # . - - - - - _ -
. , _ _ _ - - _ - _ _ _ - _ _ - - - _ _
U U U I
I I 3 d Q_ Q
€ - # -
# .
€ - e €
- -- ..--•• ` - --•---:.__.-:»..._ .._.• €__-..:__..:.........._ . _ . , - . - -
- _ - - _ - - - tp
- . i- € .
rn t0
' -
- rn
I = -
- _ .
rn
a'
- I
_
i
O
t� \
= . - - i - a
- € - - . -
{
N st
_ - - - - €
- o
€ N
i _
£
_ - z
x y
: : , : 1 : : _ : - : : - - - - - _ - _ - : : _ : _ : _ : _ - - - . - - Ni �I
} # £ M
-
-
_ _ : : : - - _ : : - : _ - - : -_- i
_ : : _ : - : : : : : : : : _ : : # _
# -
3 { - i
_ : € - : : € € _ _ € - _ _ _ _ _ - : _ _ i
_ - = _ - : : : _ : _ - - _ _ = - - _ - - 10
i PROJECT NO.\FILE NAME DSGN i
- D: \LAC\LAPP.DWG WPN _ ,
d• N W n tD st r- W N r7 UD
� u) n ao rn O N N N M DATE DRWN
N N N N N N N N N N N F 2_14-96 JWM
J
. a. - SCALE CHKD
4+00 3+00 2+00 1+00 0+00 -1+00 5;: AS SHOWN RSH I
o - SHEET NO. I
-:r.,. ..11 ., ;,'.,a.o,�. ,. ..1-.t4!rPPPPP ..:. :.:. :. 3rAPP.PPBPrP.FP3!P?PrC!iRnlE9!, ... -:.,. .::...,£Pm _.,� ... BE,*._mm.£^n"°-".,Rwmwmlm-.M .,:,":_.. ,.,,.. ..T .. .. �nw+e.e^pgnowFa •'t�'M~:n,m'. "',r.'ennrYnn?6p p1__:? Fe^.nu"'Esxrrn.nxE:a..,-r.,a.•sm,..� nM+uem'^^^mmammnEmrpranpn^N'm�FraFm*.n,woEmnunun�9UWlennn£gm'eln,mlmium n,uslmwnnE:n!@Rn!amn:: .. rnrraEe'xxx;.x-+w.£,finnnn n^.x'n= w €, ' -
OF 3
e , . - �._.:.', . 'a:. , _. �.,. r.•..*_,., , n! ` %:hR w. F'4,' ,i<I[€a, 1/ f•o-•1W_ "' .11,'w.%M IWrele•rk.:'"t a,L,^11rtd.._f,AeCEtir;"..".,.,&,1e_, ,��.,%., - A \ ,.,-a.,,,( J. , xG> ..,;7[•• ,rw,J. .• ,-,-, ._ _ . ... _ . . -
_ _ -_ _
_
= =
= _ _ =_ _ I =_ _ -
_ = - _ - _ __ _
_ _
_ _ _ _
_ j _
I
- - -
_ _ _
_ _
_ _
}
E
= I _
_ _
- _
- _
_ =
E
3
N w Co
0 I`•• to
_ : :
N
to
_
_ _ - _ _ - _ : - = , .
O M d- to Co tD
7) G ao rn o o r?
N C"I
I
0
t
12+00
11 +00
10+00 9+00 8+00 7+00 6+00
=
+:
F I
I
I 3
3
f
€
3
€
#
.�
N O! o
O 0
F
3
I
N -
I-
1 #
"moi
}
# F
_
{
!-
i0
! ni
' n
III
z #
FINISHED 1GRACE
, i-
:d
£ #,, O
J z
I A CH =XIST. C
- w --o
U. _
I -
# €
_
I
C
O
£ 3
_
Z z
O- _
--+- -
��� ,
i
__ _____.�__� _..__._
�_.....�
-
.___-....-.p....._a__.__p__
�_
£
_
�- r
I
existin c` I
- - _ _.
#
{ €
}
i I
3
{
..
I
I
-
{
awwTlE+•"1•.EESE
I
I I
P
- »a""Y. iS
# #
I
1 GR SDE F R Ah
0 0 S
--
--
- :
E
i
-
: E
:
.
-
-
€
SI OF
W DE LA ,C
( -
- £ - -
-
'------_-_.___..,•--------__..----"_--__,.....:....-........
' -
--
-
} ------------°-•--•
-
-------"----3
- _
- -
_ _
# -
5 jjj I
I
_
- .
I I E e
e i
-
.
._.. _._ }.w-_-. _.�j' _..
2513 - ..�/
.... ..,e,..............»__5......G,__.-d.._
€
._.e._. ._ ».....i..
..
_ ` _ .
_ ___.__ ___a__._
.. _
{
f ....w. -a-• _
256'-
-
I
-
....... . .. . ....
I
....
.
_
._
.
I. .
._$.. ..
I .
u� �
N N
5+00
:... M , , , ,:.... u , . s a: .:.:,, F, ., . _ 4-:u ,Mt t ... w.- . -, . ;.+ , ..a, ,. -,' . e. •c - 1ARICX'.r'd'"19•sv. rm .'m.,:.M,:ma'm. a m ux ,n::, mC+!IM!1 19npm :,:,,w -n, • 1 • . .. a, n .. ,... a 'Mq„" . ... . w " .«, •... - ... ., e o ,: x,, ..., r , w E o a w „o,.
h1R,. ..,am£F•i,�.w.,.,��,,;a.n.",�.,..�,",��'�.tr.. .M... -,._i .. w.uaF a,a. r.. :.e;,, ,�, :. .,,:. y, .. .... ,.,,,..E., .. .. .. ..,Y ,u.,, 4,. ,..., s f e"" twH +.x+wn: En v1 "w,"µn n:+ ,a. r a.,.,n,,,.• ., ws,,, .., r ,.. ,
n ,:. ., .. mF' :.. �„µ . , .., , u . :..,:... ,. ,.,ao-w„ . " , ,:.! w w sx"um., . � uM , a �. .
4
w ,w
IL -
tn 3 Z
a _ � W -
. � 4 0 Ja 2
J ( Z � (n
Q _
N i F w_o f
Ix M WO P��
0
I O
W
-m
..„.. 5
!�"�
{ .Q
# i 3
00 0
F V
# " W #
E
t
w N
N
£ #
I a €
# + £ I j I I I Q N I } =ern o' Zt��cV I I I I
_ £
f #
€ € S
M #
N
o [ -
{ s O •-
€ #
S :
3 _ N i E
i
E I
€ O
h O
I
N n
I `d• _ I
I i I
O 3
Q t- U
I
# r i
O
[ F tl
E
I
€ E e
: ; €
# • _
F - - - -_ _
N
F i £
F F E '
€
s €
I
£ { : x
€
#
n.l�_«
i
'A r"
-}- .
n
�5
{ f
! V/
( n =o
W
I n
S € £ -z LL
O €
N I
n`
_ - >n - ���
I s
F
` ^ €
I Q V
v
Q
> I ,
1 0:
I-� w c�
# E-
o �
t €
W I-
i °�
n _
a- -
s O_
O
€ € w
- m (A O W
3 -
O -
n=
I
, x a a
,
€ _
z E
. . : -__. _ ....
e E
z
£ F € : !
• 3 ! F
> U
b
{
H #
Q #
€
# i # #O
� I
I -
--
- j
I
{
i
I
0
t (4 .
N
® I
O
n
Q� � �
� [Ui J ao
�, lL O -
"��
""'# 3 1
�� Urn
� •.
N n
O
�0j' - N v . .
0 0
AI' °
_` L4 0
In
0
�..
E
E
# 3
O �Z3
€ 2 1
EYyE
F F� tL _ { #
W {
�L t�
z I
_o
z
I z
w.
I #
I
a
I
U -
€ I i'�
i
I €
f
.r W
�. -= t
5 -- � 3
I
I - N
I
> !}
E
€
£
;
£
: : : £ , : x
€ £
z - i = i ��r i
i
€ N
€ -^
IZAi
} i 3 lL
F q ty.
I
S}
I
# I p
W
R}'
3
3
1
# WW
F #
€
J
1 t
I W ..1 :�
i� -.,,i t
E
#
I..
Z
€ Z
8t,
rh
i
I t
1r .#
n I
- 1. I
tJ
\�_ n ✓i,
i �,,1,F
i I ''riy �,.,
{ ^
f
•Z
1 1_
1.
hd
i
i
tQ.
l I w
i
x
! , x
x £
x x £
£
e , e i
F € £ - i tt
m P'
`) I
..l - 11II r
�e
--vfrnE"��� - - I. _
a 'T
*.
�T+
Z
i -
i � a
; z
- - _ x _ S -
_
- ice{ I __a_ � S
O
9'
{
F
- a I s x : - ; :
t : I 5
I
i
j I
€ #
i
I
{
t }
i
I I
I #
I -
I e # W
F
I
1
f fj
_ 3
E
1 E
£ ry
I
{
{
I €
F
i V
I
i C�
# - E
�i
F,.Y..E. • 20
e.,..,i:E..a i"EeE.w W
-aww"- I """jTE"n. -
a .,..wew.s . F - a
: � EEe..r;a..a ,
J
€ {
€
F
E
II,
t
E
I _ j j
€ € I I
2 I
I _
# _ j
I f 7 I E
i
_ I
I
# #
I i } a•
I i
#
s
7 F
_ I i £ €
€ I {
€
S
ALE
_ I
IN I i
- I
9
3 F
# i 'v t. .
i
i # I
I # ; alp'
# a
I
r.
i ;SFOWN _ _ _ _
T o I
E €
a
a :
: ,
a
_ a
: a 3 i - -
: #
E -
_ z _ z
. z
s
s
: i }
£
F
(n
- I
- € t
_ _ Ii
_ i'
- I - -
i
i
1 D
1
€ 1'
j : I € O
i z
i € I
J:.
I
€ i
€-
€
I m
€ € €
r'11
i
E 3 €
3 - 4
3 -
- - - I : - - - - - - - _ : - - - • - - - : - - _ - _ -
... ___w..... -......i______ ._._ ._i_..... -_.. .,.____ __ - _. - - 3_............ . n_4.....i_---.,_ , _...._..--a.- - - -
...y...-._:._ t _ _ _ _ _
# -
i
_ - 'r 1��'( _ _
77' UD
I
}
f
• - - - - I - F , >-
I
I I I
m
3
i # ¢
- - i
7
-i
E
F
f
- 3 €
_ t
i
3 -
_ i
:
,
, # F E E E £
,
£ E • { £
{ i
1
i i -
-
I �,Y
£ - €
€ 3
I YI
tI !
i
I
r
i
i j
4 _
_ E - jjj - �y
1 f
_ _ Z
Z
l : _ _ _ _ _ _ - _ _ - .
_ - _ - = w
1
€ W
# - W
I I
i
£ •
,
_ E
: _ . - a - - - : a - S
. # G
£ # _ cc
# f I
f
#
# U
i s i
I 4
I t
I
I I € to
U 8
U
I
I
- - - I i
£ -
€ _ I
_ {
I
i _ €
_ _ _ _ _ - - - : £ - Z
I
F f €
_ I _ _ _
€ # Z
- o z
, 5
- _ : . - I =
_ _ . - e - - _ - _ _ - i € - - - - F Q Q €
a N
F F
I I F
F_,
-
i
O
a
# - Z
I
I N
€ #
t,)
- O
E Q
€ Q
- I
_ t
# #
w lb
W
_ : : _ _ _ _ : - _ _ : - _ I
€ _ £ _ _ _ _ _ _ : _ _ _ _ 0
€ W W
- - - - . - - - - - V /
z , _ _ _ _ _ - _ _ __ _ _ _ __
s -
z z z
- _ = ._ - - - _ _ __ - _ Q //� 1
}__ _ «q_. _ _ _ _ _ _ - . - _ _ _ _ _ _ _ _ _ - _ _ _ to
- _ - - . - - - - - - - - _ - _ _ _ _ - - 7 _ £
: : : _ _ _ - _ _ : _ _ - _ _
7
_ _ _ _ S _ -! _ _ - £
_ _ _ _ _ - _ _ _ _ - Q �,,• _
tL
_ . - . I+
E _ _ _ _ # _ _ _ _ _ _ _ _ - - ( _ _ _ _ _
_ _ € #
_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _
Q
I
- - - - O
_ _ - . € - _ _ _ - _ - # _
- _ _ _ - i - _ : - - _ _ - - - _ - : - -
I I _ - . }}
€ _ - - _ _ _ _ = € _ _ _ . _ _ _ _ _ F-
- F-
- W y}
h
E _
e ;
I : : - I . - - - - - -
- € € -- €
_. .. _ . - ____ _.:._ .�_.._.a...._ _ _
E € - € _ _ _ _ _ _ _ _ _ _ _ _ _
: : € i = - I
• : : _ - _ - - : : Q'
I a : : a _ _ - ;- - - -
- - - - _ - _ - - -
_ = # . - - - - - _ -
. , _ _ _ - - _ - _ _ _ - _ _ - - - _ _
U U U I
I I 3 d Q_ Q
€ - # -
# .
€ - e €
- -- ..--•• ` - --•---:.__.-:»..._ .._.• €__-..:__..:.........._ . _ . , - . - -
- _ - - _ - - - tp
- . i- € .
rn t0
' -
- rn
I = -
- _ .
rn
a'
- I
_
i
O
t� \
= . - - i - a
- € - - . -
{
N st
_ - - - - €
- o
€ N
i _
£
_ - z
x y
: : , : 1 : : _ : - : : - - - - - _ - _ - : : _ : _ : _ : _ - - - . - - Ni �I
} # £ M
-
-
_ _ : : : - - _ : : - : _ - - : -_- i
_ : : _ : - : : : : : : : : _ : : # _
# -
3 { - i
_ : € - : : € € _ _ € - _ _ _ _ _ - : _ _ i
_ - = _ - : : : _ : _ - - _ _ = - - _ - - 10
i PROJECT NO.\FILE NAME DSGN i
- D: \LAC\LAPP.DWG WPN _ ,
d• N W n tD st r- W N r7 UD
� u) n ao rn O N N N M DATE DRWN
N N N N N N N N N N N F 2_14-96 JWM
J
. a. - SCALE CHKD
4+00 3+00 2+00 1+00 0+00 -1+00 5;: AS SHOWN RSH I
o - SHEET NO. I
-:r.,. ..11 ., ;,'.,a.o,�. ,. ..1-.t4!rPPPPP ..:. :.:. :. 3rAPP.PPBPrP.FP3!P?PrC!iRnlE9!, ... -:.,. .::...,£Pm _.,� ... BE,*._mm.£^n"°-".,Rwmwmlm-.M .,:,":_.. ,.,,.. ..T .. .. �nw+e.e^pgnowFa •'t�'M~:n,m'. "',r.'ennrYnn?6p p1__:? Fe^.nu"'Esxrrn.nxE:a..,-r.,a.•sm,..� nM+uem'^^^mmammnEmrpranpn^N'm�FraFm*.n,woEmnunun�9UWlennn£gm'eln,mlmium n,uslmwnnE:n!@Rn!amn:: .. rnrraEe'xxx;.x-+w.£,finnnn n^.x'n= w €, ' -
OF 3
e , . - �._.:.', . 'a:. , _. �.,. r.•..*_,., , n! ` %:hR w. F'4,' ,i<I[€a, 1/ f•o-•1W_ "' .11,'w.%M IWrele•rk.:'"t a,L,^11rtd.._f,AeCEtir;"..".,.,&,1e_, ,��.,%., - A \ ,.,-a.,,,( J. , xG> ..,;7[•• ,rw,J. .• ,-,-, ._ _ . ... _ . . -
_ _ -_ _
_
= =
= _ _ =_ _ I =_ _ -
_ = - _ - _ __ _
_ _
_ _ _ _
_ j _
I
- - -
_ _ _
_ _
_ _
}
E
= I _
_ _
- _
- _
_ =
_ _ - _ _ _ _ _ { _ _ _ _ _ _ _ _ _
_
_ _ _ _ _ _ - _ _ _ _ _ _ _ _ I _ - _ _ _
. _
_ : £ : - _
-
- - - - _ - - - - -
_ _ : : _ : _ _ _ £ _ _ - _ : :
: : : _ _ _ _ _ _ _ _ _ _ _ -
- _ _ _ _ : _ _ - _ _ _ -
- - - - € _ - - - - - _ - _ - - - - - _ - -
i
_ _ _ - .
_ _ _ __ _ -
- - : I =
_ _ _ - - _ _ _ _ = _ _ _ - _
to 'd'-
0-0
N w Co
0 I`•• to
_ : :
N
to
_
_ _ - _ _ - _ : - = , .
O M d- to Co tD
7) G ao rn o o r?
N C"I
N� N
N
N N N N N N N N N
12+00
11 +00
10+00 9+00 8+00 7+00 6+00
u� �
N N
5+00
:... M , , , ,:.... u , . s a: .:.:,, F, ., . _ 4-:u ,Mt t ... w.- . -, . ;.+ , ..a, ,. -,' . e. •c - 1ARICX'.r'd'"19•sv. rm .'m.,:.M,:ma'm. a m ux ,n::, mC+!IM!1 19npm :,:,,w -n, • 1 • . .. a, n .. ,... a 'Mq„" . ... . w " .«, •... - ... ., e o ,: x,, ..., r , w E o a w „o,.
h1R,. ..,am£F•i,�.w.,.,��,,;a.n.",�.,..�,",��'�.tr.. .M... -,._i .. w.uaF a,a. r.. :.e;,, ,�, :. .,,:. y, .. .... ,.,,,..E., .. .. .. ..,Y ,u.,, 4,. ,..., s f e"" twH +.x+wn: En v1 "w,"µn n:+ ,a. r a.,.,n,,,.• ., ws,,, .., r ,.. ,
n ,:. ., .. mF' :.. �„µ . , .., , u . :..,:... ,. ,.,ao-w„ . " , ,:.! w w sx"um., . � uM , a �. .
4
w ,w
IL -
tn 3 Z
a _ � W -
. � 4 0 Ja 2
J ( Z � (n
Q _
N i F w_o f
Ix M WO P��
0
I O
W
-m
..„.. 5
!�"�
{ .Q
# i 3
00 0
F V
# " W #
E
t
w N
N
£ #
I a €
# + £ I j I I I Q N I } =ern o' Zt��cV I I I I
_ £
f #
€ € S
M #
N
o [ -
{ s O •-
€ #
S :
3 _ N i E
i
E I
€ O
h O
I
N n
I `d• _ I
I i I
O 3
Q t- U
I
# r i
O
[ F tl
E
I
€ E e
: ; €
# • _
F - - - -_ _
N
F i £
F F E '
€
s €
I
£ { : x
€
#
n.l�_«
i
'A r"
-}- .
n
�5
{ f
! V/
( n =o
W
I n
S € £ -z LL
O €
N I
n`
_ - >n - ���
I s
F
` ^ €
I Q V
v
Q
> I ,
1 0:
I-� w c�
# E-
o �
t €
W I-
i °�
n _
a- -
s O_
O
€ € w
- m (A O W
3 -
O -
n=
I
, x a a
,
€ _
z E
. . : -__. _ ....
e E
z
£ F € : !
• 3 ! F
> U
b
{
H #
Q #
€
# i # #O
� I
I -
--
- j
I
{
i
I
0
t (4 .
N
® I
O
n
Q� � �
� [Ui J ao
�, lL O -
"��
""'# 3 1
�� Urn
� •.
N n
O
�0j' - N v . .
0 0
AI' °
_` L4 0
In
0
�..
E
E
# 3
O �Z3
€ 2 1
EYyE
F F� tL _ { #
W {
�L t�
z I
_o
z
I z
w.
I #
I
a
I
U -
€ I i'�
i
I €
f
.r W
�. -= t
5 -- � 3
I
I - N
I
> !}
E
€
£
;
£
: : : £ , : x
€ £
z - i = i ��r i
i
€ N
€ -^
IZAi
} i 3 lL
F q ty.
I
S}
I
# I p
W
R}'
3
3
1
# WW
F #
€
J
1 t
I W ..1 :�
i� -.,,i t
E
#
I..
Z
€ Z
8t,
rh
i
I t
1r .#
n I
- 1. I
tJ
\�_ n ✓i,
i �,,1,F
i I ''riy �,.,
{ ^
f
•Z
1 1_
1.
hd
i
i
tQ.
l I w
i
x
! , x
x £
x x £
£
e , e i
F € £ - i tt
m P'
`) I
..l - 11II r
�e
--vfrnE"��� - - I. _
a 'T
*.
�T+
Z
i -
i � a
; z
- - _ x _ S -
_
- ice{ I __a_ � S
O
9'
{
F
- a I s x : - ; :
t : I 5
I
i
j I
€ #
i
I
{
t }
i
I I
I #
I -
I e # W
F
I
1
f fj
_ 3
E
1 E
£ ry
I
{
{
I €
F
i V
I
i C�
# - E
�i
F,.Y..E. • 20
e.,..,i:E..a i"EeE.w W
-aww"- I """jTE"n. -
a .,..wew.s . F - a
: � EEe..r;a..a ,
J
€ {
€
F
E
II,
t
E
I _ j j
€ € I I
2 I
I _
# _ j
I f 7 I E
i
_ I
I
# #
I i } a•
I i
#
s
7 F
_ I i £ €
€ I {
€
S
ALE
_ I
IN I i
- I
9
3 F
# i 'v t. .
i
i # I
I # ; alp'
# a
I
r.
i ;SFOWN _ _ _ _
T o I
E €
a
a :
: ,
a
_ a
: a 3 i - -
: #
E -
_ z _ z
. z
s
s
: i }
£
F
(n
- I
- € t
_ _ Ii
_ i'
- I - -
i
i
1 D
1
€ 1'
j : I € O
i z
i € I
J:.
I
€ i
€-
€
I m
€ € €
r'11
i
E 3 €
3 - 4
3 -
- - - I : - - - - - - - _ : - - - • - - - : - - _ - _ -
... ___w..... -......i______ ._._ ._i_..... -_.. .,.____ __ - _. - - 3_............ . n_4.....i_---.,_ , _...._..--a.- - - -
...y...-._:._ t _ _ _ _ _
# -
i
_ - 'r 1��'( _ _
77' UD
I
}
f
• - - - - I - F , >-
I
I I I
m
3
i # ¢
- - i
7
-i
E
F
f
- 3 €
_ t
i
3 -
_ i
:
,
, # F E E E £
,
£ E • { £
{ i
1
i i -
-
I �,Y
£ - €
€ 3
I YI
tI !
i
I
r
i
i j
4 _
_ E - jjj - �y
1 f
_ _ Z
Z
l : _ _ _ _ _ _ - _ _ - .
_ - _ - = w
1
€ W
# - W
I I
i
£ •
,
_ E
: _ . - a - - - : a - S
. # G
£ # _ cc
# f I
f
#
# U
i s i
I 4
I t
I
I I € to
U 8
U
I
I
- - - I i
£ -
€ _ I
_ {
I
i _ €
_ _ _ _ _ - - - : £ - Z
I
F f €
_ I _ _ _
€ # Z
- o z
, 5
- _ : . - I =
_ _ . - e - - _ - _ _ - i € - - - - F Q Q €
a N
F F
I I F
F_,
-
i
O
a
# - Z
I
I N
€ #
t,)
- O
E Q
€ Q
- I
_ t
# #
w lb
W
_ : : _ _ _ _ : - _ _ : - _ I
€ _ £ _ _ _ _ _ _ : _ _ _ _ 0
€ W W
- - - - . - - - - - V /
z , _ _ _ _ _ - _ _ __ _ _ _ __
s -
z z z
- _ = ._ - - - _ _ __ - _ Q //� 1
}__ _ «q_. _ _ _ _ _ _ - . - _ _ _ _ _ _ _ _ _ - _ _ _ to
- _ - - . - - - - - - - - _ - _ _ _ _ - - 7 _ £
: : : _ _ _ - _ _ : _ _ - _ _
7
_ _ _ _ S _ -! _ _ - £
_ _ _ _ _ - _ _ _ _ - Q �,,• _
tL
_ . - . I+
E _ _ _ _ # _ _ _ _ _ _ _ _ - - ( _ _ _ _ _
_ _ € #
_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _
Q
I
- - - - O
_ _ - . € - _ _ _ - _ - # _
- _ _ _ - i - _ : - - _ _ - - - _ - : - -
I I _ - . }}
€ _ - - _ _ _ _ = € _ _ _ . _ _ _ _ _ F-
- F-
- W y}
h
E _
e ;
I : : - I . - - - - - -
- € € -- €
_. .. _ . - ____ _.:._ .�_.._.a...._ _ _
E € - € _ _ _ _ _ _ _ _ _ _ _ _ _
: : € i = - I
• : : _ - _ - - : : Q'
I a : : a _ _ - ;- - - -
- - - - _ - _ - - -
_ = # . - - - - - _ -
. , _ _ _ - - _ - _ _ _ - _ _ - - - _ _
U U U I
I I 3 d Q_ Q
€ - # -
# .
€ - e €
- -- ..--•• ` - --•---:.__.-:»..._ .._.• €__-..:__..:.........._ . _ . , - . - -
- _ - - _ - - - tp
- . i- € .
rn t0
' -
- rn
I = -
- _ .
rn
a'
- I
_
i
O
t� \
= . - - i - a
- € - - . -
{
N st
_ - - - - €
- o
€ N
i _
£
_ - z
x y
: : , : 1 : : _ : - : : - - - - - _ - _ - : : _ : _ : _ : _ - - - . - - Ni �I
} # £ M
-
-
_ _ : : : - - _ : : - : _ - - : -_- i
_ : : _ : - : : : : : : : : _ : : # _
# -
3 { - i
_ : € - : : € € _ _ € - _ _ _ _ _ - : _ _ i
_ - = _ - : : : _ : _ - - _ _ = - - _ - - 10
i PROJECT NO.\FILE NAME DSGN i
- D: \LAC\LAPP.DWG WPN _ ,
d• N W n tD st r- W N r7 UD
� u) n ao rn O N N N M DATE DRWN
N N N N N N N N N N N F 2_14-96 JWM
J
. a. - SCALE CHKD
4+00 3+00 2+00 1+00 0+00 -1+00 5;: AS SHOWN RSH I
o - SHEET NO. I
-:r.,. ..11 ., ;,'.,a.o,�. ,. ..1-.t4!rPPPPP ..:. :.:. :. 3rAPP.PPBPrP.FP3!P?PrC!iRnlE9!, ... -:.,. .::...,£Pm _.,� ... BE,*._mm.£^n"°-".,Rwmwmlm-.M .,:,":_.. ,.,,.. ..T .. .. �nw+e.e^pgnowFa •'t�'M~:n,m'. "',r.'ennrYnn?6p p1__:? Fe^.nu"'Esxrrn.nxE:a..,-r.,a.•sm,..� nM+uem'^^^mmammnEmrpranpn^N'm�FraFm*.n,woEmnunun�9UWlennn£gm'eln,mlmium n,uslmwnnE:n!@Rn!amn:: .. rnrraEe'xxx;.x-+w.£,finnnn n^.x'n= w €, ' -
OF 3
e , . - �._.:.', . 'a:. , _. �.,. r.•..*_,., , n! ` %:hR w. F'4,' ,i<I[€a, 1/ f•o-•1W_ "' .11,'w.%M IWrele•rk.:'"t a,L,^11rtd.._f,AeCEtir;"..".,.,&,1e_, ,��.,%., - A \ ,.,-a.,,,( J. , xG> ..,;7[•• ,rw,J. .• ,-,-, ._ _ . ... _ . . -
, P,ftRRCR? . .. .. .. ..AflRRRAAAAAR�P .. .JIAP AR ., ,AMJIfl RR�ARARARAARRRI94! .,. .. .. JIRF,AL. RSR.9R1P�L!EMf9R!NIgG?EI!fRl'pLfiltliP,ffi fl?w''fNfl!NXNPfP!<N'.isPBc!II;P@@�PtlAPAA ... _,.... - ... ..... _ �fitlP�!!APAM�POR@q�d1@M6.� ..
ROADSIDE SWALE N .
Z NORTH W/4:1 SIDESLOPES-
w IIS'?`�
MAINTAIN POSITIVE
> EXISTING WEST LANE OF LACONIA STREET PAVEMENT, BASE FLOW TO EXISTING` -
Q AND SUB -BASE TO BE GROUND UP AND USED AS SUB -BASE SWALE
� SCALE
w MATERIAL FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL 1 INCH = 50 FEET
z IS TO BE STOCKPILED ON TRACT A - SEBASTIAN LAKES SUBDIVISION, MATCH EXISTING
Q U" I) (SEBASTIAN WINN DIXIE SITE). 0 50 100 SWALE GRADE
Zx N
�UJI
II NEW PVMT. CONSTRUCTION (TYP) CONTRACTOR TO REGRADE EXISTING ROADSIDE SWALE AS NECESSARY C L LACONIA ST. - STA 20+00.00 =
existing catch basin TO - 0
END PVMT. CONST. ATTAIN POSITIVE FLOW TOWARD EXISTING DRAINAGE STRUCTURE C L ROSELAND RD. STA 19+96.01
grate 19.57 W
top _
STA 31+73.42 Inv. 15.4 6" UD CLEANOUT (TYP) 6" UD TYP m ---' N
�• II l ) . ---^
ti o 0 �-
6 6 0 0 °-
W _ _ _ _ _ _ _ ryf0-
+- - -� +��' ,c . } o - - _ - . _ ---- ao ... . o _ .. - � - - _ da ._ - _ �'ti �a v _ - _ ._ �ti�a .. ... _. _..F'�.�a M ._ _ __-__�_ti,� _. --+� ,-- -'
6 o �i 0
Ld
i
O q'�• �y'�• �o- ��^",.r"" 0�
`ay'�•
e� ry'�•
J. L• u y -'LO�19
I rl , I. � r r: „�. 77 � I i I� I II il. I � i, @I G � I .. .I r , 16 I 1.
1 I.I, I, MI i1 4: r II 1 1 r d. I r p ( fl .1 1 E r ,r r 1 •1: N -"r I 1 J
3400 rll, 1 I 1 .I a W h ( II rr I I, Y I I � N y r
G h I 1 1 �: ,I 1 L. •I
? 3 r'
' 3 1 7 7 ? 5 63
+- - - - - - _ - - - - -- - - - - - LACONIA` W
-Lyp - 21 - - - - - �-zi.4 - - - - - - - -- --------- - a-------- s--------- --------- J
87 T. �.iZ�.?-------- �. �. -?�8 -eo--x�r.rs -�' gas --------- - ---- --- ------ �
TO EXISTING INLE2i° 3 r s s s ° ?o s LL �
MODIFIED FDOT �� C�INECT f zasa 89 � 0
TYPE C INLET SEE PROFILE FOR INVER °ss N .
k k 2 x k x x 2D.. po 0
2o.0p o.ao o.s° 20.7° 20.8p ?080 20.40 x20,50x k
GRATE 19.50 '`?os° � �E 2a.5s k?0.50 T9.9p k?0.00 �' �
_ _ = i �
SLOT/DITCH 18.40 I OPEN CUT EXISTING ROADWAY - _ _ - - - - ?off U 0 rN
INV. 16.40 EL. 19.50 EL 19.50 W Q � U N
t9 47
24" RCP
n
existin ditch bottom _I - N
ly
el. 19.47 Ilr
REPLACEMENT CON J C. W/ 1 1/2" MINIMUM SURFACE REPLACEMENT 0
64, W.W.F. MATCH EXISTING DEPTH ^'
I (MONOLITHIC POUR)
I- r N
REGRADE SWALE TOP PROVIDE I o _
' I'- SLOT/DITCH SLOT /D ITCH � CE 0 o
1 FALL AWAY FROM INLET EL 18.40 EL 18.40_/ EXIsnNG s -o" MIN. JOINT
1837 -� e' y
y CONCRETE - EXISTING O
" W ASPHALT
PROPOSED DITCH 3 _4 I z n
( 24 RCP 24" RCP L +�+ �- x
BOTTOM EL. 18.0 � _ 4"MIN. `WWF N
existing ditch bottom ( I W x EXISTING 0
w 8"MIN. BASE
el. 18.37 L - J EL 16.40 EL 16.40 � x(+1+1
- NEW
2'' o MIN. BASE
MODIFIED FDOT 0
FRONT TYPE C INLET SIDE -SECTION '�-�Erl BASE JOINT
TRENCH WALL �-
GENERAL NOTES DITCH BOTTOM OUTFALL STRUCTURE TYP.
NTS
PROPOSED UTILITY
1. ELEVATIONS ARE BASED ON INFORMATION PROVIDED BY PARSONS 7. ALL UNPAVED AREAS WITHIN THE CONSTRUCTION AREA SHALL BE PIPE
SURVEYING, INC. SODDED, SEEDED AND/OR LANDSCAPED. W. R/W LINE , E. R/W LINE LINDISTURBED SOIL OR
90 R/W NATURAL GROUND COMPACTED BEDDING.
2. LACONIA STREET TO BE F.D.O.T., TYPE S-3, 1" THICK, BASE 8• CONTRACTOR IS TO PROVIDE STRIPING TRAFFIC -IL >II Ill_ -_ii ❑
MARKINGS AND VARIES �10' 10' 24' '\ I n
SHALL BE 6" SOIL CEMENT, AND A STABILIZED SUB -BASE 12" THICK SIGN IN ACCORDANCE WITH THE CITY CODE. PAVEMENT MARKINGS -- - , ���/��j . /� IutJ
CONC. RESTORATION a ❑ ASPHALT RESTORATION
COMPACTED TO A DENSITY OF 98 PERCENT OF THE MAXIMUM SHALL BE 90 mil THERMOPLASTIC. 1.75' C/L TOP SOIL
A.A.S.H.T.O. T-180 12'12
DENSITY AS DETERMINED BY (MODIFIED). - �-•- _ W
THE SUB -BASE SHALL BE STABILIZED TO A FLORIDA BEARING VALUE 9. ALL DISTURBED RIGHT-OF-WAY AREAS (TYP SAWCUT EXISTING PVMT. III=III=III-II
SHALL BE CLEARED AND PVC END CAP W/18" SQUARE c C9
co�
(FBV) OF 75. ALL MATERIALS USED SHALL BE IN ACCORDANCE PREPARED TO RECEIVE SOD. SOD ALL DISTURBED RIGHT-OF-WAY I I� I M I M I I TYPICAL SECTION r
WITH THE LATEST APPLICABLE FLORIDA DEPARTMENT OF AREAS. MATCH EXIST. III=III=III=II COMPACTED FILL x 4 THICK. 3000 PSI CONC. COLLAR
TRANSPORTATION (FDOT) SPECIFICATIONS OR AS APPROVED BY THE -`Gi A�j „6 " (fi�)� =�=
I I „ III -III FIN GRADE Z
-- -III -II
CITY ENGINEER. 6 (TYP) 1 THICK ASPH. CONC. TYPE S-3 1 Z Q
10. SURVEY INFORMATION OBTAINED FROM A SURVEY BY PARSONS (+ 2� OVERLAY OVER FULL 24 WICTH ��� I I 8 MIL VISQUEEN OR NON -PERFORATED
SURVEYING. _ '``-' OF PAVEMENT `� w
3. ALL EXISTING DRIVEWAYS DISTURBED/DAMAGED BY CONSTRUCTION I 6 0 APPROVED EQUAL `aD 6" PVC PIPE NOTES:
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION. 11. CONSULT "SUBSURFACE INVESTIGATION SEBASTIAN LAKES SHOPPING 04 1. SURFACE AND BASE CUTS SHALL BE SAW -CUT,
CENTER SEBASTIAN, FLORIDA" PREPARED BY UNIVERSAL ENGINEERING FILTER AGGREGATE: f- . ,.
I HARD, DURABLE, CEN Z
4. EXISTING WEST LANE OF LACONIA STREET PAVEMENT, BASE AND SCIENCES FOR EXISTING SOILS CONDITIONS. EXISTING PAVEMENT 04 ,6"•.ELBOW ' � 2. LONGITUDINAL OR DIAGONAL CUTS REQUIRE OVERLAY/RESURFACING COMPLETE uj w
MATERIAL _ QUARTZ SAND MEETING 45' YnoTH of Rona
SUB -BASE SHALL BE GROUND UP AND USED AS SUB -BASE Y
FOR NEW ROADWAY CONSTRUCTION. EXCESS MATERIAL IS TO BE 1" THICK ASPHALTIC CONCRETE _ FDOT SPEC. 902-4 �p 3. CUTS AT INTERSECTIONS REQUIRE COMPLETE OVERLAY Ji
12. REFLECTIVE PAVEMENT MARKERS (RPM'S) SHALL BE PLACED ON ALL SURFACE COURSE TYPE S-3 TO y •6 ~ /RESURFACING TO END ^
A -SEBASTIAN 6 PEP UD (TYP) = • OF ALL RETURN RADS ANO/OR 10 -FT. BEYOND CUT, WHICH EVER IS GREATER. ` )
STOCKPILED ON TRACT LAKES SUBDIVISION, DOUBLE YELLOW STRIPING AND SOLID WHITE STRIPING AS SHOWN IN 1
MATCH GRADE OF EXIST' EAST LANE as -• ' FDOT 902-4 -FILTER 'SAND:
(SEBASTIAN WINN DIXIE SITE). FDOT INDEX No. 17352. .. - CORRUGATED POLYETHYLENE � • • 4. CUTS THROUGH TURNOUTS AND CUL-DE-SACS REQUIRE COMPLETE OVERLAY/♦��,///
... ': » RESURFACING.
12" STABILIZED SUBGRADE FBV 75 6" SOIL CEMENT BASE _ PIPE CONFORMING TO AASHTO 6»_4.5• WYE 6 DIA UNDERDRAIN MEETING AASHTO M-252 OR
' 5. COMPACTION OF FINAL BACKFILL W
5. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR 13. ALL CONSTRUCTION SHALL CONFORM TO INDIAN RIVER COUNTY COMPACTED TO 98% AASHTO T-180 COMPACTED TO 300 PSI M-252 OR APPROVED EQUAL APPROVED EQUAL W/POLYESTER KNITTED SAND FILTER SHALL BE 98% OF AASHTO T-180: COMPACTION n 0 N
: „ . • '• AROUND PIPE SHALL BE 957, EXCEPT AS OTHERWISE REQUIRED BY PERMITTING AUTHOR 0.
UTILITY INFORMATION SHOWN ON THE CONSTRUCTION DRAWINGS. SPECIFICATIONS. COMPRISED OF GROUND EXISTING PVMT. IN 7 DAYS, OR EQUIVALENT IN POLYESTER KNITTED SAND SOCK MEETING ASTM D.231.62 AND D.737.61 --_ _ � __ _ -__ _ . _ . _._
CONTRACTOR IS RESPONSIBLE TO HAVE THE CITY AND/OR ANY OTHER » » AND BASE MATERIAL. » FILTER SOCK MEETING ASTM � On
UTILITY FIELD LOCATE ITS FACILITIES PRIOR TO EXCAVATION. 14. ALL UNDERDRAIN CLEANOUT TOP_ SHALL HAVE AN 18 SQUARE x 4 I 18 „ID.231.62 AND D.737.61 MAXIMUM DISTANCE BETWEEN CLEANOUTS SHALL BE 350
ROADWAY OPEN CUT DETAIL -
THICK, 3000 PSI CONCRETE COLLAR INSTALLED AT GRADE. TYPICAL ROAD SECTION STA 20+00 TO 31+73.42 I»
6. THE SITE IS TO BE CLEARED AND GRUBBED. NTS fi PVC UNDERDRAIN UNDERDRAIN CLEANOUT DETAIL _ _ _ _ _ �--
-- - -NTS NTS Q
„:!MRL w
Z
wQ .®
oc >a
Z
4 1 d
zDo *" 0
o I w
co C3 0
w z U.
^ F
25 `O '`� p�m N 25 w Z
CNI 0
Q N I Z R>- V
Q H + m
(n O Q Q p 0
C4
OJ` d O F-- 04 I� N r
n '� zza
uj
t6i►- l NSE R D ) �j I� o o aof
I 11 - O t` p 0 I- V1 Q �+
0 n p n � w aco
o n z; II A C AXI' NG D o ,n�' o. ^ � � � _, Z d �' •-�
rJ.-i '__n: •...F 3.. n _ 0 _._ c�
�I oL.n._._ d..FFw
J�o w 1 (� n� -f 0
0,43(0' �' cJir.Izo 0
0 zEfo a list n gra( e (t w �1 0
• p) -'wzo zd II Q av
> I I g» U I I H w a
OZi'� cd p» ��ZZ 0 I ) O
_ ZZ _ � � .- w V
O L O z
�- ( W 5 wC�J� �wZZ
� iz_ xwoo
aoln �cnv �
E i
I NT,
i R D 0' D51 E A IE ; W IIIY I 40
� Z
0 o � ( SIE 0 A 0 IA S H )
(n I ;
20 20 zJ a� C3►
r O w i7 iiq k���w�, �
I
4W!
11
_4+1_ F iijl
I I I i <
_TT PT f
U_TIT jT
rn
Z
O
=
F-
U
U
U
0
0
cn
z
3T1
O
J
N
S CD
W
M
z
0
U
0
tala-
0
a
W
IrZ
a
}
a
0
Z
a
D.0
d
Lj O
N
3�
Oz
xN
z
00
U
o
IL
ow
MV)
CL cn
wIr
ir X
W W
QW
7
z
WO
z�
og
U
0:
W Z
w
z 0
Z U
Q O
1- W
Z w
U
0
00
W
NIn
O
W
O
. i
I
W k'
v D,_.._�,_ s"!U>�o i o
I
o li
140'-24* R 0114% ((4
I
ui ' f
o U
x NN
15Lu W
z z z
I 15 p 0 �
I
U V �
z zo z Z¢ Q
O a 1= (A � {.
!!! _ V) 0 Q 4
V) m F m JSi
{ N Z V1 N
_ O 0 O p
ww w w
-------------------- ----- ------ ------ ----• ------ ----- ---- ........................ ..... ...... _..� _ _._ _ _....... _....... ..... -
0_
o4 N N •d
10 1 10 M d• d
z N M d
N M � AA O 00 r 00 Ln 00 00 00 AO fn 00 n O t\ W) 00 O) It 00
n 00 M 00 00 00 00 n c0 `t 17 M N O 00 n t0 PROJECT N0.\FILE NAME DSGN
N N N N N N N N N N N N N N N N N N N N
n1 N N N D: \LAC\LAPP.DWG WPN
DATE DRWN
32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 0 2-14-96 JWM
0
a SCALE C11KD
3 AS SHOWN RSH
w
5
;I-IFE:T NO.
P.. n 11 ^P D nP PP PPPPPPP PNP . ..PP P . PPRPAPPRPRPPPPPRRRP..... PPPRRPPRPflflflRBRPP!A!PPP.PPnRPPPPFI'PP9P1!RPP9NPpP.mnfl^�PRRPPRRPPPPPPP!!RPPPPPn. ? H I nn P -„ .
PPLMPPPPPPPP"@PPPP PDI!fAItPM�APPRPRAAPRRRPRRPPPPPPPPPP�PPflRPRNflP..P. ImPPNNPt!PPPRAP, P P H PPPPPP9PPP RPP,PHP P. PPPII@PflPPPP RP Mu!PPALIAP ... PP.PN@PPPPPARPHPfl. 11PPflAPAPP�APP.AI!PPRPPRPPPPOPRA....pRRP...:. PPtm ...m�P n I _.mr-. ,.•� . .., r� r.. .. ..
^PPPBAxN�NPPPAP.. . APPF.^PPPPPM,M!APRPRP9PP!!PpMIP@�PAPPPPPPPPPPRPABRRP_ ..... ._ ... PPFP!1PR1 R _ .. .. . -
PA@RPRAAANAflPPfl ,....,. APR�IflPPP.Rfl9PPAPPAAR. .:. ... ... ..... ... _ ... -, .. .... PP@nPPA ....... P@PP�!IP .: ,...... - - - , .. .. pn., _::na�lmnmu+ - rw.enm,!nsm�+x�-..ap�1^m.mr+Err�ncennu+xRa=s . woH,.. ..�unmew ..
PRiMP�PR P.PPPPPPP .. - -. . _ . ,.. .. _ .... ...... nPuhAPn^M^9vF . _. .. _. ,_. . _.. Pte^° gip,. a!M.e.r'a� _.r�.mnemmennlbx+a.n•I�,nnm�rs+.c. . c'r"x're,!wnrt^..nw�.nc-e - ... ..-