HomeMy WebLinkAbout842 ESTIMATE OF QUANTITIES" STREET IMPROVEMENT PLANS GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CCCAMONGA
132 LF P.C.C. CURS ANI7 GUTTER STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT f
EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE
2230 SF 0.25' A.C. PAVEMENT ON 0.5' C.A.B. FOR
TO THESE STANDARDS AND SPECIFICATIONS.
i
X100 SF REMOVE EXISTING A.C. PAVEMENT
12. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, j
VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
460 SF 4' WIDE P.C.C. SIDEWALK LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
R E AMETHYST AVENUE AND MONTE VISTA STREET RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
N. E. CORNE0
206 SF P.C.C. DRIVE APPROACH
3. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
025 SF P.C.C. CROSS GUTTER AND SPANDREL REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY f
LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED
EA. WIIFELCHAIR RAMP IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
IN THE
Y EA. ADJUST WATER 'VALVE TO GRADE ` 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE
AND SN.ALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY
1 EA. - RELOCATE STOP SIGN OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
80 LF .', REMOVE EXISTING A.C.
CIfRB i
5. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE
* TkFSE (9UANr/r/E5,4REE5T/144TES ONLY. COWM4CTOR /S
INSTALLED.
TO C,41-CUZ ATE H/S OWN FOR B/D PURPOSES. CITY OF RANCHO CUCAMONGA
f
6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DE'PART'MENT PRIOR
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-
WAY. {
4
/9 7W SrRSET 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
CONSTRUCTION NOTES 8. TESTS�INCCL DINGS'RIONS VALUES�SHALL BE MINIMUM.
ANDTA MATERIAL�REPORT ON OF SHALL BEDING, SOILS
PREPARED BY
A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND
/• CONSTRUCT 8" CURB AND 24"_GUTTER PER STD. DWG. 303 \ si \� SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL
J BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.
2 CONSTRUCT 0.25' A.C. PAVEMENT ON 0.5' C.A.B.
r W {
9. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE-$LEVATION, SHALL BE SET BY THE ENGINEER.
3
CONSTRUCT 6' WIDE P.C.C. CROSS GUTTER PER STD. DwG.308 � Q � THE S'T'AKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
Q SUBGRADE ELEVATION AND AT NOT MORE "IAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED
Q- CONSTRUCT P.C.C. SIDEWALK (4' WIDE) Q AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO
' PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
5 CONSTRUCT WHEELCHAIR RAMP PER STD.DWG. 310 PROJECT SITE
() 10. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGSt SHALL
CONSTRUCT P.C.C. DRIVE APPROACH PER STD. DWG. 305;W= 16' BE CONSTRUCTED PRIOR TO PAVING.
( 7 ) SAWCUT AND REMOVE EXISTING A.C. PAVE"•IFNT � � 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, ACTING ORIGINAL GROUND
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
8 ADJUST WATER VALVE TO GRADE WRITTEN REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER WITH THESE COMPACTION TESTS, FOR
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
9 REPLACE A.C. PAVEMENT TO DRAIN (100 S.F.)
M12. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
�Q RE"dOzTE EXISTING A.C. CURB LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERITY:
A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENTOF AGGREGATE BASE.
MONTE V1 ST.4 STREET B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
Q 41V5 RT TION �1 CO. 13. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE
V SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
THAN THE: NATIVE MATERIAL.
Q f1 14. IF ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A.
G1 FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED
P' RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAIVNG.
B,QSEL/NE AVENUE
I5. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR TTiE CONVENIENCE OF THE
DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
j 30 2S LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK.
'2 /8 //, 5 R E '+ 16. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANITIES.
14
(, 17. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
CONSTRUCTED AT EACH INTERSECTION.
4 •4 0 70' 2 Vs1RlE5 18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY OR THE CORRECTION
LE EL LINE �/07•@� O OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN
2.50 p
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
-•. _ /p � '
=`S 11��1_\S1 LSL� J � - • 19. WORK SITE AND EXTERIOR STREET'S SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
LZ Lam.- � • W
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
7
/ _ W 20. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
lV 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS.
TYPICA L SECTION Q
MONTE VISTA STREET
Foo r1_11-� "� our Y
B E QRS CONTACT THE FOLLOWING AS REQUIRED 48
SCALES HOURS PRIOR TO EXCAVATION :
HORIZONTAL: 10-- fol GENERAL TELEPHONE (800) 422-4132
VERTICAL: I" = 4FOR UNDERGROUND SERVICE
SOUTI-fERN CALIFORNIA.GAS COMPANY -
2191 EAST BIRCH STREET
VICINITY MAP BREA, CALIFORNIA 92621 .
(714) 529-2889 / (714) 529-7070
' CUCAMONGA COUNTY WATER DISTRICT
9641 SAN BERNARDINO ROAD
3 .33' 33' RANCHO CUCAMONGA, CALIFORNIA 91730
//' 22' 22' /'
� (714) 987-2591
1/�JRIES ,
d'
<0.39=0439
EVFL 000 i-INE 10 IMAX. SLOPE
/MP. S
CITY OF RANCHO CUCAMONGA
•
TYPICAL SECTION •
STREET IMPROVEMENT PLAN i
sra. 5+11.68 ro STA. 5*62:68 TITLE SHEET _
AMETHYST AVENUE "
• r
N/E CORNER OF AMETHYST AVE AND MONTE VISTA ST.
APPROVED BY DATE
CITY ENGINEER RCE NO 23889
DESIGN EORGE N• 1111MMACK RECOMMENDED
' R.Al M. CONSUL r//VG ENG/VEERS mac,
DRAWN 214 50•EUCL/DAVENUE SHEET
ONrAR/O, CALIF 917&1
• C A.M (7/4)983.0439 OF 2
CHECKEDE DRAWING NO.
PC140.
.
/ 4-/ s4
DATE FILE NO.. 842
��
-... --� - ,--w ._.,.__ ._.. _-...,._.._.._._._._ -..-.,__..._-...,�.__...._,..,__ e.__.._
.
-._ _._..,... .---_,.--- -.._., __._._....._.._ n__ �__, _a.._ ._. _..n_. ,.
-•Q._ _ ,
Q
._.n_4,. _.,.
Q...._..,_ ._,.,..._ .. n_.,. _. _<.. W ,_,_. ._ e... ..___ ..., .. ...._,... a n_ __...._ _.__.
e___.-_ _....___.._ .___..«__ .__�.,.. n._....__....�__ _--._. e__ ------_..___
, b
�--- ....,_-, _,..,._,.,__.,,,, _ ._....,_- .�.__.- .._.._.- ,�-_-...,_n_ t_..__.,-_...,w__...�.-_ ,-_.e_�_..-_.._.,..... _ ....:,...._--... _.-..-__.,. _....._....._. __--,_..._a n,._ -..
- .
- ._._ --.....a....._.......n_ . . ,, -_. ..' . -_-". a _. ....._....,_«,,.......-. .. .. i
o-
D I �- -,-.n ._..n_.___ -- -_-.._.,n:�._.:,-_ ..__...._ �:: .. . . :___-.. _.. .-_ _ _..,�.-. .__:..__ .�- .-___. . _.- .�.: a_..._:._._:.._. ..__,: ... .__.,
s 4
< n a
. . -
• y
_.. _
w $
_ .... I. -_. ,--.. _,......._.-.... e_- --- .._. "- *-- ." ._, .-.
I� f. ....,--. �..,_ .. ...__..,_ . _._1 .
-� �i
C!) I) 4 4ME NVSTAI� � .._'.__-.._-_,. .._-- .__e�..__..._. ._.n_a..-... --,._..- _.._e.. _.a.,.._ ... __.... ne.._...__ _ ..._ . ..,.___ ..,__. .... ._ �a. _,.__ .._ ..._ ..._n__, ..__. _
��. =QtOO 00 M T V/ T _.:.._ -. -I. ._.._ , ,..,- .._.. , a_..e.., . a __ .---... ,._, .._._.._..._v. .-. ..-- -:__.._:,,
ONE S q . . .__..._ . ......._ ._, .._.., _._,.___... _. w .. .� ... n__: . ..
�,,, W I } -
.
----- - R T ct BE6/w' ..
_ - .-. ... __,.e,. .,.., _.._-x-_a.. ,. __xa_- . . �. --. ._..-_ ,,,a
ti - .
� , MONTE VI TA •. EE _ mss GUTTE/? .6 a �.. . .,, _w__-- __..n ...__.�. __. �.,__....--..__...__ -.-.._,-_.,..�._..:_.,.�_ ._..._,
. Fr- 0 .o8 �-
N ` 32.60 FL'32 22. t A96CR /NTERSE ON': �.:,_.:: ._
W / \
) a w I � w m 4 .. ...
�,�
a = µ - _.,,.___ .__.... - � -
o ------ ,� -_-- :m9
p �•j3.42) O \_ ._ c�N
• \
� ' ro'
c
41 St//.GB ECR `. '� 4� BEG/N REM. Ft'.= 5el 68 ECR.. � , _ ......,_ ..�....__ ._,..,..-. w_.._--,..-_., ..__.,_....._... .,._..
_.
Z O AC CB(EX/ST.J 34 3/ TC= .34 �._.. __.. i ..
�.
.p r
,, -_. ,__,., �. .__. ,. __,._ .._.. - - -.._na.,_,._.- . _ .__.._.a ,_n,., _ n,,,.
_.�
s �W
q .1 - ; e
A •cA ` J Ot.38 9 EX/.ST. ,,sc,q�
,o~ :x+...:...-..._....:...:_..e--...:.,.-. Qlr,:�,-,...i--n,... .:_._...•i�c- J..,.......e_,.....w...... ...`.:-r...-.. .,,.,y 1
s 5t g./B ,0 . 4R�9Q4CR c�.�I � � � _
I W=/G';X=3' K - I �- -.-�:.e_..-. ._.... t_._. __ �'t'• __,. .__ _., ... _-- _ . , __ ...
�...
.5Aepa lag ND GC/TTE I 5t-&4*&8 4P1./N � r «..,._ .,v-, ,,.,_, a_ _- .,..w__ --. n-..e_
WgLK,'B G. T NS/T o B. O CB.;BE Ct _:. n_.,.__..n... ___... . �.._:_. _.. _.. :..__ :_ ___n. _ .__., n__....
, _92
51468. 48 EN ACBERMl I _..._:_._... ..... . \ EN0,4C .. , .-
��,�,, ,_. .-_..e,. b, _ n _.�.
S/T/ON.;✓0/N X/ T. I'D I I n i R -+�` BEAM T N 9t. -c` _.
n_ .. . , a. x._.
.
OR/VE .4PP� CN FL-3G.54) ..__.-_..._ �", . 37./O a ��_ .... __.._- _..a ._,,... , s�n.:_:_ . d._ �_.
END 6 QC. CB REMOI/4L I I I A \ -_ .
�• _ n_ . .__. n_.n . n . ._ .n n a n . n_an . . _ ., _ . ..
ti m b �.:� cam,
_ �. ..___._� . .__._..___...._ - -.., m__..�.._k�__,_,�.._n�..._�,_-... -., .. _ _. ___. _ _. _ . r
1 I I
s
y
-_-,__.._�.___._-..._-._.�__.__ -, ___., ,. - ,,._.. ___a.
�`
~• 33' a _.,.._... _-..._ ....... _ « .. ...._....�.._w n_,..,..-_ _,._... <.._..._.. __
O }
` /
4, 2 n n._ .. w -.
/ ,_mow., ,... ..I—— _. n.a.:.._,._-,.:_...._x.,___•.._..-..:..._..n_.n.,..._:-_.:.e_..e ..,.......
_ __.-_. _ i 1 .__
� I < �I --�- � .
.a. _
_ _
zI - .,. . .
it � I _ ,, - .. ._�. . �_.. _..._,:._ _a.-.... . .:_w ... «_.. __
. .
� .
,.. -.. - ----.n . _--.n._..__ _ w ___. _ _ .. _ - n__. -- __
_.
_.__-. _ _e _ __ _.
, _ ._ __ . � Y _ : _ ,. a _ _.__a n
�• � � � z �
-.�+.x-_.......�,.. - ,-_ �, ,}n�n...i.-.-n - .-..+x .., £. .s.... r--. ,_q. e__ «-..4
NN o rn : .�- _;.e, __-._.,�_n._: _-a _. _., -__:n_ :_w ___. -"� �_rv__ ---_. _,. _-a __ ._ . __.. .._ . : �a . ._
V `Y '� Q i .,.,_..__.._.-.:___..a.:.:,:,,.._-.,. .,._.,,.,:_Ia... `4_ +a---_..:__,_.,.,.._.._,i,:-_....:_ _-.,._...,+- _.._.,.._. �i.__..-,.. .,- ._.x.,- . _ _,.t . ..,_..._-",_,- - , e.,-.'._.,_:._.;.e-_,
� !vv rn f
p A p Q; � Z � - -. _ _. __. _ . 4 _ . .,,- ___,.__ n_: __,a -.,.__e.-, .__,-.
3 ._. . x
_, _
o � oo � rn
8 �, �. _.
Do SII � rn M -N
z __ . ,---, ..__,._.. .. -,. - _-,
m rn Z D r -_ CC ,�,......_ .
rn
rnD A .:_____e�---... __ n__w:.a. .-. �_..,.,_ . _--.._ . .n .� :. -
_ _ n . ._..:_.,. . a _,__,.- .... .w� ._.�._ ._,.. _ :. :.:n__...!:.... L_ .- w
_ ��-
_ : F -
D �I It I"- .__ ._ n ..:_:.�...__,.�.., � �..�.� ,_....: s _._..:..,_. _ _.. nn -_._ . -,, n, .__- a- '
•p .�, rn t,__, __
o . �, _..w.. . n�a w.a_ w __._ � ___3 _.. __. _ .:-.._. _...
. .
-
z i__.,.:x.--.,. -..:--,_.......,.� _ ___..�-.-,,.,.,.,_ . _..:.-- t a n ., ,.e..., ,, '.n.._a...._,,,....,.-.. .. „�F-...w,...._ _,.,.__ ._.a.- _.,-
- k _-.Y_.._.__.._a-.
_ I 3 -
w-+-,.:-u-. -.1.:....:s-.-`o__i.....:._,..a �_lr.. _...,.i...n.,.. -,:.._ ..,._...w.+ .r.,s..: .. b»++-.-.+,a..-i. ...«_ .n�l-a,a- ..} e-._,,,,I-w,:.•._ «,_,aa..-,,,_Y.n.*+-:.,.... _.. ,,,-,, . _._F,:w wn...s.w...--, ,._o - n.w_.. ..«
a+x
,i -,:_._:.' - ....-... --i..._-a--..,-.._a, }..,.,_-.4+ .., a...._.,.Yn._,...- w.e-._:..__:_„e„_.:.,;-.._.....s_.a_. w . n -- a - . _ .. n__ ... ._-
,. .-i .q...... - _ _
e '�- : - � -
/�'� B /8 I /2 PLAN SCALE :1 = 40 . �x .�. :. e._ ..:
-3 I -�-.--.-xn_:--�. ._:__ :_-.::..a.-.-- T.:.�...__w :_..-. -4-" _,.-.,.. _a...__a... -. ... .__:
II W W , a _ a
ii C?-. _ _ O- ._ r _
w
z _._� _. __ _. .__�., .. . . , b� n., ,. _�., ,.
I� m _:_ . __._ _.._n_ ._� _..__.__ .�_ _____ :. n.. __ . _. _ �__ ..___:
0100.00 MONTE V/ST,4
• _
- - -
Y_x..__. n-..__. ___� .._ -�..._ . __.,
II ( 4tlo(o. Gg 4METN T Al/E ' _. _ 1:
------
-�-- �� - ,m f !�
-
e9 W ~ ( �` . . � Q e . ,
, I
A Nw r
_, __, .. a n .e �.. .a '
AMETHYST ti y w� VENUE N �cn .� _. n_ �, �. __ ,.-. cn ' : . } �� �o _ b.
n� O -._ cn y .,_.` ,. m 0 o
-4 �' `� w is � o � / O �
Ot/7.00 BE6/N w - C w'.. a: __....._ __. . n_.. __,..__ :
z - 6 �O �u
_.
AC REM VQG ------ _ _ - _--- FUT FL j __ .. _ __ - - -
F:' �. � O ,
oOWER PiOLE(NO*� ii W C --Q- � 02 u�.32 7 ,� c�,
3� 2
' - - 2
/. eq
RE C T /S kN .�` I 4 R/W �� ; Z Dt D. OBC` }nn __:
STOP S/GN NORTi�/ r �' -t',. O6` 9001orQ c, t c� TC-34.2/
Fvt.FL= 0 0.00' BI/C 0 O.0o. w FLs33.54 !/C _ .
I� ,� 32.2 �',!rc=,32.a 7 c�C;F .. w tS4.00 34. 22; w -
ro '� V1 0179.80 BE6 CURB 0175.00 Ct/C I 83 04�.. ^, Off, 50 C!/C cry. ._. ._ _
TC-.32.94. N' �' T�'-3 / li � M x..:_ :... a..: �_....
,� - , - REM rr,4c }.__ ._ cru s 01075.00 EVC T.G.-3.92°� 0-*75.00 � � i .
PP T- 378 - 1
Ot8300 END �'UrF�= 018,300 BE6. Fs= 2.9 =33. S e�. _ _.
�� EX CB. 32. 78 ''� n r- O f87.S O 187.50 OA'87.SO./ N EX CB.; y,
REMp(/.4L ' ENOL .2 o- DESS .r `�c•� S=A 7Z / 1 t 0 vC ' Irc.. e4 OES�Y�,,
" � ( 187. 50 END /t s 32 7.� .34'� J cam►
l M I O CURB FUT..�IDiN J /t0 O EVC
SEWER MgN�LE b_a. ,.. ..: �_... _.. . „ : - n-_ _.
ti I I � AEMOv4L j✓O/N EX/� . .. I r�N... .__.. I f y. rt DES/G/V TC` .38/?,,
II°p m II CvRB;END AC REMOVAL __: _- �.., .ewn_ .- :.:_. . ,� o _ e,, n .. _ ., :... .
w - I,.., . I a� I I
f a
...v.. I� -a... _. a. ..�...._a.. .. �: . _ f� _.._a,.. .. a .. ._ -_ .e .... -._
e � I`I ;
/e' / /2
�I
�n.�.._. __4.�. _ .... ____, - - _, - ._-_..._-.. _ ._.. _.. -_ �, _..
U, �_._.:__ _n_,:__..__.. n_:_. :. �.� . _� n ._ __ .,-. . _ .n _ .., ,
II -i II --.: .__..�__.x..:-- -..:_a.M_-4:_ - _ �: n n. xa . , r-- .__ . ' -... n . I _en_._ -," ._e_._a _ .,. .,.., -„
I I wN
.�..-. ;.._. __--,...e __ -.. ,._._.:_,,--. , _ . ..._ ..,..,. -_.
c
_._,.._ nx, __.._ . _. _.. . . __. _ . a .__ _ _.n _....
_ . _ d.. ,w,.n._ �..
a
. I F
..:........_Y. ..-._.,__..._,._..-_-...,. :. ..e.....:-..e_...-,.._e...-...-..�.__._..- .Y:_._
N ..._m � ._, m �.�_,.
, ._, . � ---"- ... . ..__ _... , n, ., ___a.. _ .. m . _. . ._� . _ _�
.._ ..._. _ „�- o
.
. .. . _ .�
Y...>-_..e-+,n...._..:..... .._...x....,._...n,..x-..,1-,s....._..,....,.....,._._.. 3....=.-..e.n._... `. - b x.. ..e...... .........,,o .. <.,..._,... _.,-,-+.........- y_.. ....w.a ..,.,,r.. ,..,»..x..,s............, .. ,. ,.
> yT,
T
�-----•+1.:....:.101..:.-. ...,a-.w�„i..._,_.,.+-.o..._.�.n.. ...�_.-:..,_..n.:.. . .,yg- --ea_w. _ .., n,. .n,.-..,--.......,---".. «,.,._. - - -. i-._. ..b__.„«.e,w,._w,.__n_ ._.r ,. ,...a_,.- - _.f,.._., q a,.
1
• `. -
..
......+c--..,.--.. ......._ rv..e-.�:...+-a,.:...-_.nu... 4„.:..i_...»,..... 5.,,,,.».....-....e...-_.....,.. .-"L':._, �.e,:,._..,,:�.....:,,.,,......__.,._.».,-n,... ...n.a-�,....L -,_, ,. ..,.-_.. - _, _ .. ..
,
tio,. .� : :- l"-.n-n. ._. , �---- ,._...� w_-0.. _ -_ .-. _ .. , a a�._ ..-� _.._. rn� _... x ....na. _e-, ...�... --*.-- ,�.-_..._.� __ n
__.., ..r... n_na . ,_ . _. ._ _ na . . n . . _ . . .
�.�..,�.e_._ ,��,.._ �n a.__. . _-... .,.x,. _ ..___ ... .-.___ . . -_.
r _ _
j
-'--'--_„�__n,x. _-•"- -__ _-.,._�__, - w -., �..-_.:.,_.____....:.x_ _ , ,_„_ ..,_w_a n __ , .. .,,_._ _._a . ,__,.._, ..._
�. :.- ,
s i
: $ :
:
-... ., a x.,. .n. n-. a._,__.. .._c-e o. _,,. ....,.. a.,-,_.. .. o
'. .__...s_,.. .10_.4 ...._,.-_.....,.p.... ... ....e ,.:.' � Y:
p
.,
_ ._..._ _..__ .._., .._......-..e..._`.,. . , i..,_._. ,__,,... - .. .a,
..5--�--. ._ ......q A,,....-...__w,,._.....,._.o.....
I ` _
t :
._..-a,.......--_..._v..a...,,»._.•,.,n--,....,........._ •,,.....n____,....-, bl_...--.___.--,, .,:__.. ._.ao -------. ✓ ' �.--- ,..._.,.,_.,m..... . ........,_„n.. .w._......_. ... r.
F
?' - { -
..n_,...,_......_x,..-...........e...,:.,..n_-,..-._.,... .e.,a,,.....,-.._.�,.,.._-_• -._,,..... _.< _.. ... _ __•..._.,- _....--- . . ,_,. .., .._.._ _ --,._
.
:
a.:._.�-:-__-._:_-, ._.-_._._..-_.. ___:. __..._ .
.__,... ___.,,.__,_. . .._ n..-_,. ,_.. -_. -, -..-._ .. .__. __...._- - ._a „_._. , ,..__ .__ . .. ,_... r _,..n _. . ...._._,_ _ . -<,.,_._ _. .. ...
.
• O O O O O O O O O r ._ n e, .,..__.._a..
_ _ , - x
> o n n p g o n a _ .. . _ ..w . ._ _.- ..._. .._....._, n__.
z rn '° O r C 30 en V1 (li n ___,. -. ,, - __, ._ ...__,,__-.._:., -- .._ ... _:e .. . �..,.._. ._, _ rn we _ . _ , _.
z � Z -j V� n _ .. x
- - 0 n .__..-._ --...«_a..--. .-_-.._- .- .,._..,n_. ...-. __ ..� . -' .n_ _ti, --.. �- -__.__ ..__ _.._y...___....-..__n_ -. ...__.-,_,, .__...-._ _ . a .,_.__-. _, __ ,r .
rn v � c c e .._. . . _ _
D m >, n n o n n n c .__,... . -".,_.._.. �....�.n_ :---,.� _._, __ . v,. _,,. .. _ _ _.: ._ .,n_._. N _ . .__,.. _.._,..._._ _
'� -
D n (n y O 0 ;...�..._.._....,.- ,_--,._:..:.x_....� -,...... �._..._�. _�n..... _..._ ----- .� __�... _ ._ . � .,__., ,.w-0 ._, - ..�,. .-- __ - , ..an... ....-. _.... �.e___ _ _...,,_, .__ .,.._.._ _..,..
Cn Z ti � - , - � jV I z
_ _
_ .
-� v O f1 .,.......:-_.a.., ,._-.....:,_.�...._...�_..,----,.u,..__:... __-.,._�,_....._- x_.... __^._-_ . _...v ,..,:_,.,.:..;....._,;e..__._-,....e,,...,._....,...., e .._. .,., ..... ..._._.,.--, -...e y$... .__..n..__-,...- ,o _ -- ,,_-._..
� 1 ,
g D ^ o ma.() % -� . �
� � c r- D
rnn � o _, __..__,.. _.. _ _.. _ _ .�._- .,n.a . .. . ._
___ .__ _.__ __.n,a. ._ ._. .. __... ,
w o m -1 z Z C o a n . _ _...._ _.._.. _. m_.n.._ ,,. ��
Z o ro
�
w . "� �z -i o 3 -• o o . �
__
ti ___ __._ .._, ._x. .._ .__-.-..., .Y, $
k
r- � � a o o
c,� . . n
rn m v O O m C7 n� }.e--.._�.__,,,n a,_. ,_ ...__,,,-...,.- e,,.W_.w._. ,.., �-- -".._._ -_ .,_. w..., _,_. .._ _�. _ ..-..: n .._ , . - _ �Z ��
..
_. : x ..
�+ a o `., � (4 �_. . x .... ._. __.n- � 410 o0 0 . ,
o D - o _,.n_. n_- e _,n_...... -_..__ ._, ._ ...... ._, . ......, _- -..n-a . _,.,.-_�_�._:w . 3-, 3� '
p 1, _. __ _.._.._ .: W
-� m w N Xa
D
rn
� rn y
D �'' Z s Z z �1 ..._ _ .__. _.. _.._...... .., . __ �.._... ..__... _.... _ ., V
-� w p � 3
-1 0 ` _
a� _. . .__. .. ..__. .,_,_ _r.. ......_.,.__ __ k.. .,..., _ . _ ',,._,.- � . . .w.__...._, _._... .._. . ._ a _.._,.-_
•p 0 � ro -� G7 0 o b p �
o
cn ---- .__... _-. ._.__a, ._.._._, ..,"_".
_.:_w. _..._... _. ;_:.. _
o ��
N ; rn 2 m � --i D I L► w ._.:w_:. _ :.... _.. . �..... _ ._ _ __Y -. o
F
v � �., rn �o O .:.__e. ._...� . .._�:. a.__ n�..._.__:...... _.._ ... .-__..: _...n�.._ .,�-. .. .w...__. __ . _...�a..__.. . . -. ..�... . _
v n1 �- w
.
, ...__..,___. ..n_...__x.,_....� .__ n._ ...n.. ...xx.._ _.__... _._. . ..._.. ,.. .__..._, . _n__...._. _. _ _.
_ _
�•
. - ,
. , ,
. . _. _. .. .�.. - _