HomeMy WebLinkAbout72STR2564^' 'Y
Gr ti W
�+':SuMl� 4J.lTLR
r
A -A
SCAB E 7 NONE
Y►I�
rm
.--45-40
8th ST NE C ,
yGALE i,. = 200' ili
G. 5'
^0 w� ,
SEE DETAIL
l 4.8" FLAP c;AT W,'TH CONC. HEAD
WAIL TO CONFORM TO CGUNTV
.• ' • ►- STANDARDS. FLAP LATE SHALL BE
- MEDIUM DUTY FLAT BACK IAANUFACTURC
BY ARMCO STEtL CORP. OR NVAL.
t ' 0
S
l U
8 BARS x 64' LONG
0
c a.-� L b
1NV EL -+8 LINE 55,0�o� _
v`;CiNIT i OF Giu T FALL i
I PROP05ED STGHM LINE
\ E 'lw
ODC
boo �v
gC0 O
o d
c0-�oo�
J13 rtC �010
o o°oE
J
uu
rELEv. 72. . -
kIPIIIP
\:_^0 3
MAXIMUM
SLOPE
FLOW
480 NNW
OfA
Ni.
(TG P >; BGi.\1
CLA55 'AXE CONC.
T Q 12$10.C.
r5 -"S EACH SIDE
-RIPRAP
8 - B
SCALE= NGNE
�h
—RIPRAP-15• EACH SIDE OF
OUTFALL
HA E PIPE M N V FA C T J R E E K CONSTAVGT BNa t sj L A s?-
SEC I::N OF PIAlQE AS REQUrKt6, TO ENTER
RIVE AT 90° TO DIRErTIGN OF FLOW.
;CAt F- I"- f0.
�•►— IL
PL H ►� y���o,.
NEW 5TUriM LINE �2
RIVP u t -
O �Z - 7 Z_
^If Mi
ROCK RIPPAP
4GSO% SPALLS - 500
Z 5% - 3,5n 50. - 15 0 #
P- 5% - 35% 150# -250&
.- .
t
..N'F h,. Nt� �'•. P.
CITY OF AUBURN
AUBURN WASHINGTON
ST. IMP, Ng 134
U.A.B. B-I-IOB 04) L.I.D. 272
'we 8th ST. NE Nto BRIDGE) STA. 3.25 to4.55
r �
�d STORM LINE OUTF'AL L
DESIUNf
DRA*% G. A. 0. r AS SHOWN i
-- 2
CHECs,c c t. - JUNE 130 1972
72 STR 0404 S
7G
6 E.
64
6C
56
.54
FE I- IE
12/ 301 29/- 4* I 8" -
2' I VARIES VARIES 22-24' VF.RIE5 22- 24' R I E 5
Vi " EKV Jr,
o.v1. 6 `'r 6 ' S E E
Ak -�.� 5= 0�0�2. I s= 0.02: I _ 0 0 o v 9NEET N0. 149 SECTION A -A
RAIL TYPE 1 °: o°°;°•°o�,�a°e.: *�Mrit�: V s FOR RAILINQ DETAIL*
c ANCHOR 5/W 4 RA I LlNrj to
cop a;°:• o°p o •0.o u•eo�o OL '� ° t.lopo
v.° a -o o . ° vc o �a� o AS SHOWN ON SECTION A -A
Gj c °,,o 000 -" o 0. o .o,° ,} v 50120.C. EA. WAY 6 u o D o 1) °o i- � RAID. N
-°-'O o �-° l (CONCRETE `cv 'r`7�tL��O.C. FA. WAY
p °
-- - III
COMPACTED PIT RUN Cc RAVEL o o ^^u��,p a F . �I •
APPROX. LOCATION OF NEW 20 WATER LINE
I I 24:.I SEE
SHEET NO. 6, SECTION D-D
APPROA. LOCATION OF Fxlt- 12 WATER AND SHEET NO. 13 SECTION
A -A FOR CONCRETE WALL
APPROX., LOCATION OF EXIST, TELE. DETAIL, SLOPE TO MATCH
GROUND ELEVATICM AND
NEW ROAD PROFILE.
APPRO.". -LOCATION OF EXIST. 24`5.S.—
- 5. 9" � 2'- 3 "�
NOTE:
5 HP GA5 LINE LOCATION UNKNOWN. GAS :0.
"SILL LOCATE LINE AT TIME OF CONSTRVCTION.
A P P R 0 W I0CATI0NI CQI: NEW 49 4TOR ff. L 1NIE
REVISED RO- S%Y SECTION
STA . 3+25' TO STA. 4+54
SCALE = NONE
r r
i
7 9� RA O.
H JOINT
I
W
SEE SHLET NO. 16
FOR LIts.HT MOUN T!NG DE
---- S'uE'J ALK (BRIDGE)
J
J
LUMINAIRE POLE DETAIN
N NF
-4w_)0 ;. ArT LUCALv
LU,VA . NAIRL
FL. W/BLINv r LMNut
c x I TELE. 5TR✓CTURE
EXIST 12
6`-6/' MIN.
�121"MIN 3„MIN.
--4`♦�
♦
3"MIN .
'd '
..a a - Z
-45 R E B A R --
3"MIN. •�� -
IB" MIN.
FRONT VIEW THRUST BLOCK
SEE 2i tOWOFF
j DETAIL
8th ST. NE
--J - - --
---2C�r BUTTERFLY VALVE (FL.)
PLACE CONC. AGAINST UNDISTURBE
EARTH SEE FRONT VIEW
rrri -FLANGE SPOOL
Peor WATERLINE
_3"MIN
14/POIITTo ERR a. VIAL. CI \/A/
i� vv i . �1 L I
3=0� 121�
1 ♦I
12 D, 1. 5POOL -- MIN
VERIFY LOCATION OF EXIST. ►s
12" W. IN FIELD.
A �='
LGi
LGi
EXICT. 11.E WATER LINE
le -"FLEX. ADANTr_,�K
.
•- -REMOVE EXIST. PIPE A5 RE4\U.
PLUG FND ABANDON OR REMOVE
-, EXIST. 12" W.
� EXIST, 12 WATERLINE
\` 12 90o BEND (FL) FOR NRULT L'LGCK
SEE ut rAILe
STA. 3+15 CONNECT TO EXIST. WATERLINE
SCALE = tiONE —_
OD
w
0 W0
a
I O O' V. C
04
�D I I• r
+3.50 '/o
N
Q
N
r.
40' V. C.
200, V. C .
N cu
* �I pi
�. * M + * t t! +!
QI Q1
z � tIl N Ul � U1 N cn' N
3+00 3�50 4+OG 4{5C 5+00
7 STA. 3+15 SEE DETAIL FOR
CONNECTION ► G EXI CT: 12" W
r—END 4B"ST. SEWER PLUG WITH
M TEMPORARY WOOD COVER
PRIOR t0 DACKFILLING _
1
FUTURE S70R7V1
G _ .__ 6..
! F`.
♦ r • B y, w
1-7
FUTURE W. L.
2�.-----
D N
N
r I z
T
rm►,rsad`�I►....�
-ADJUST EDOZ7 5S. MN ,
TO GRADE ---APPROX. -TA. 4.63
-- ---- - DETERMINE EXACT
a' LOCATION IN FIELD
- - - - -Ak
I =10 %2 22 5PA. 6-0 140,-3'
LOCATION OF RAIL POST -ADJ. TEL. M H
SEE DETAIL ON SHEET 14 E3-- -� TO GRADE
PLAN VIEW
_'' C A L E 1 : 20,
%qPREMOLDED JOINT FILLER
(ASPHALT IMPREGNPIT-EG,'
j4M27' ,
W. BRIDGE ABUTMENT
\ S7A.4.72 INSTALL 20'
A STA.4:5g49 .5'BEND(FL.; FOR THRV T
!. BLOCK SEE DETAI 5
,+ 6
C'TA. 5.02 INSTALL
FLEX, CPL. AND
r d JT. HAKN= `_S
- 13�. w
+ s s =I
STA. 4+92 INSTALL--� �S.'E ANT• FOR
20" 4540BEsID (FL.) FOR REMAINuER OF
THRUST BLOCK SEE DETA! BRIDGE CRO —"ING
6
20 D.I• �v CTEc
- - GF, = IA 0-4- - - —i-
:'-A-VOi :A.r .11kTr-re r
Als
-
s ATE
PAVING BY OTHE P5 , CITY OF AUBURN
�VA r7- N E XIST. t T1�
;.=/,/.4LT- AS $ 4D ,� 6�'
FIB W �Olr: t SLAL
FILL WITH .JGINi .SEALER )
!
C •, C U Q v Ab
4' V r n
.. �, . -IN�. --
2 _r � � N A. � a,
If
�- •a
#z G' 24,O.0 . POO1 - �... ! =G- .. C(. B CONC.
4_#5 Cl,LF: - 1`4C► DEFORMFU 1-II 5ARS
SECTION A —A
�cti 1 c =NONE SECTION B•B
AUBURN WA;HIN�TUN
ST. IMP, N_ 134
U.A.B. 84P10504) L.I.D. 272
Sth ST. NE (Vto BRIDGE) STA.3425to445
STREET, ST. SEWER, SIDEWALK a WATE
DESIGNIF
DN A W W 2 0. A 0 _� AS SHOWN r
- 2
JUNE tt. I972
72 STIi 6444 SH-2
L 12 6o 1
R 27.0(
L K?.6i
T �53._ss
r 48.2._
N 85*57 • E
K 85057 E 306.69'
318.64'
10 i N 65�S7�E
K1i �
M�
832.83•
— -- — - 10.017'
3e07'0e'
R 984.931
L 53.615
T 26.81+0
C s 3.6087
IRS
127.000,21
(sOV LOT 10
37�18�05`
u
R
R
27.000
�
L
.55.2 95
L
27.2380
0 A
1334 32"
T
44.354
T
14. 905'
YtJR
924. 9 31 '
C
46.125,
C
26.097
L
219.143'
"T
1 10 .086
A C
2 18 .6 3 0'
ILA
L%
♦r
�. C)
p:
���=ijilt�►�ijrfi��7t1�R'till 11Cihf1 j11n,1i11111
7 3
0
'0
N 85 S 7 'E
83Z.83• _-
-- 782.073'- -
GOV. LOT ?5
i1t l�ill��li�Ijilitlyt,�li�r��j�i ,I
a 6 1 10 Ittt 12
STR. I � P• ► �• v
72 STR 2"4 6R-24
w 1111111 a a A 9 i 0 9 9
5
11111j111It;olilt '1li1111
11 12
:WAMO
SIGNAL PHASING
3 DIAL
A- M.
AVG,
P. M •
STA . 1 +08 /
RIGHT LANE MUST .TURN RIGHT
=R.3--7R
30" x 30s' •[ 'rC
POLE BASE *3
STA. 7+ 90 CONTROL CABINET
o t<►t�t ANYTIME _--.' ,a•
N PAR -.,� r.�.b•
R7-1 12-" x IS'+ \x, `
STA g�-44 THIS SIDE OF S16N -
'a
NO PARKINCz ANYTIME R7-201 IZ!' X G' 2
T1-115 SIDE OF SICrN (-�� ••a : �+ ,4j 4 • �`''Q� 3 5
- R7-zaI -
d
a
0 1� /
�~ 7-
rr.
/ +S`
;-
0
,; 4.
' • i • t ` `
It
,cl
1
t
t R 41
IL
. <
o� moo; o- N� �:' •( /
STA. 9-+•3.5
A•� LEFT LANE MUST TURN LEFT �_-<: - ; •.
R3-7 L /
34„x 30.r
TA
10+30
—STA. 10+72 NO PARKINCc. ANYTIME /
SIGNAL. ANEA'D- /
W3 -3 HERE TO DORMER '
30., X 30� PI-7 _� 0 1 12 x 6 .
• •r • STA. Z '+ 570
Sl(iWAL AHEAD
W3- 3
30" x 30"
—STA. 3-+• 3-T
SIGNAL AHEAD
W3--3
3 d, "
A 30
co
/ m
—___j
—POLE BASE "1
FINAL GRADE
HARVEY ROAD
CONCRETE
CONGR.ETE (AShFtAL.T OVERLAY)
ASPHALT CONCRETE
BITUMINOUS SVRFAC.E-
UTII-ITY POLE
VTILITY F OLE WITH LIO.MT
DRIVEWAY OPENING
SIDE / .%�A1
V• K
TREE
MAN NQLE
0
CATCH 13ASIN
WATER METER
TELE. JGT. BOX
�
FIRE HYDRANT
4—
MI\I L BOX
'
.r..orr.►
SI CNA L SUPPORT
CA BLE
FINAL &BADE
POLE 13ASSh3 SP-A POLES POLE BASE I
POLE SPACING
STA. 4+OF
_ - NO PARKIRCL ANYTIME
• R 7— I 12" x 18
HERE 'TO -CORNER
. STA . 3 -1- 2 3
--S'IG_NA L AHEAD
W3- 3
3 O" x 3 0"
R7-1 12" x I8'
THIS SIDE OF SI&N
R7- ZO I 12' -1. 6"
—STA. 2-1-6 0 =
NO Pf\RKINCx AWlT1ME
R7- I 12-'" X 18
-HERE-TO CORNER
r—R7- ZOI 1Z'x 6"
NO. RF` .SION BY
CITY 01 AUBURN
AUBURN WASHINGTON
TEMP SIGNAL a CHANNELIZATION
8th ST, NE 81 HARVEY ROAD
DESIGNED H. L.O.
72 STIR
SHEET
I i
SH -tii
0
J0
W
W
Z
-
a N0 Q
cr
z .
w
\ o
w ..
z a DETAIL
\c�- SCALE
z , VICINITY OF OUT -FALL \ '
w ' PROPOSED STORM LINE
48
�\
8th ST. NE. Z 7
SCALE 1" = 200' _�i
NEW BRIDGE
r
w
a
a
PLAN
NEW STORM LINE
NUFACTURER CON5TR1JC.-r--jj3E-/D IW LAL r
�E A5 REQUIRED TO ENTER
>\ DIRECTION OF FLOW.
DATE I NO. REVISION
CITY OF AUBURN
AUBURN WASHING•' iN
ST, IMP. N o 134
+�
U._A.6_. 8-1-105 (14) L.I.D. 272
8th ST. NE ('Id BRIDGE"ST 3425 to4455
n �s
RQ�l�
STORM LINE OUTFALL
DESIGNED J.R.S APPROVED :1L . -a.w4SHEET
DRAWN G. A. O. sCALE AS SHOWN
— ;/2
CHECKF. J. R-.S • DATE JUNE 13, 1972,.
72 STR 3404 SH -1 ''
FQ
4� IF- 0— 1.
' 3 0 i 2 9- 4' 8 ,d- p m ►� N 4� N M M
f
t2 —
r � � dD
2, VARIE5 VARIES 22�- 24 VARIE5 22 - 24' VARIES tU O
[Y
70 yz' EXP. .1 r V ,. S E E
D. .a:ew_' __„Q,U '�-O.OZ: I S = 0.02: I �.� �9'A-n o A� -- :3HEET+ NO•:'14; SECTION A`/�. _ . O O
o•o v o Q ,+rM�r•o FOR RA I L i MCC :DETAIL • `�'
:BEAM CUAR4J RAIL T PE I .; de o ;_p;o o� ob,p:.s-s v ty v- t +-_ +
- ANCHOR' s/Ih/ =: RAi LINE_
�tiAop�,o_ a °-� ono o- _ Y �d,� c�ao�a o q5: SHOWN .Ot�l SECTiQN._A-A. �t �. _ m
v °` ~ Z Q
o n o ° �_ o `O `o .o� Q o v p. o •d b � O J .. i v o� 0 o u "o Co o q •• t_ =. _. - -- -- • _ N N z
6 s o RA a z-
i - °o•"a a'O°-° ° o e d-° p° "° v5C4'120.C. EA, WAY • 6oa 1}� -o �. _ U —
o�o a0d °o° O O� O-°-� GRETE -� 7�tz�O.C. EA. WAY �� o�oo ° j ¢ q _+> N > N W Q U t
- ° v -o - o CON ov Q• m
�� .. _'A _
COMPACTED PIT RUN 6RAVEL o p 9 �? cG
j ,
66- - +3.54 ----
_
00,
c.
APPROX.: LOCATION OF N.EW 20 :WATER LINE ; - 40'_V.G.:
=� .SEE r_ . , .•.. _ _ IOC} V. G
-
SHEET NO. 81 SECTION, D D' - - -
rn
VJ :SHEE-
AND
D
NO
-T . 13 SECTION
Ah.PROX• LOCATION OF- EXIST. 12"WATER _ -
_ -- ......t A -A .FOR.CONCRETE :WALL
-- - - - -
_: pE`f/�IL.' SLOPE .TD NIATGH
APPROX; L4CATIC)N:_ OF_-��XiST. __TELE._ t.. :
_- (-iROUND ..:EL EI�ATICaAI AND 1-
c _ - _ _ 1 • - - - - --�
- -'NEW.- ROAD PROFILE _ o �o
--
IS ,-24 ems. - - -- _ ; . - - w W•
OCATJONOF__EX T r ti 1. - - -
SL -
-. -
,
a _
- --- -65
M w Q,
Ld w=� -
' i I
,
i
,
-
o —tul-
_ _ UNKNOWN. GA 5 G:O. _ �-- „ ---� p __ i __.. _. F-
_- -- -- - - -r 1 o N . _
_ E_ _. _ _
SAS LINE _ _. 55IL
TE ;LINE AT TIME OF C0145TRUCTIOt4. ` - --
WILL LOCH - - - - _-
z X .._-_ . _ _ U R - - - - - - - - -- —
-. R
. 1TELE- - �.
ST UGT E
- - -- E - -
X -
ER x
- iLij-
i i
_
' lei,.cy
j 55 1
1 '
i
•
.
• : � I. E. 55.06
'
- --
. I
_r j
8 STORM
LINE
A P _
OX, .LOCATION _O.F_ _ NEW. �4
•
N
-
+• r t t
,
1 ;
,
.5A - - -
:
Q
d,15c
< <00
, I-t
:
,
•
-- - ' - �- _ -- -- - 445O
t _._ _
I u u 3 00
REVISED.:ROA.DWAY -SECTION A ' 6'-6" MIN
3.. M I N. • -- - --- ►
5a - 12-" M I N
STA _ 34-25 T4 'STA . 4+54 --.. . _ 4 ,
- STA:-3+15 E DETAIL FOR
�ciCALE = NONEAM
SE D I _
__CONNECTIO.WTO EXI.ST..12" W
• ; t, , ` + -END 4,WOOD. D COVER.ITH ADJUST alsr. s5, MN I
S
o' + 4-,TEMPORARY-_TO GcRADF:,o - APPROX. TA. `1; -3 1
l 2 _3 4do WATT Lucatux .4 .,`,
' °•' • PRIOR T4 P�ACKFILLINC� •e., r, o DETERMINE EXACT i
L u -A I N .� I R Q 4
1 _ 4•a'Q�• - _ �d o f' LOCATION IN FIELD
k 5 RE BAR . _ , �. -
Q _ --
/ IN ��\ , a / ` /� , , , ' 4 Q • G d / ., , .p, • A' Q ,:� • • .Q • a ,V ,i A A / " 55
3 MIN. 18�_ MIN ,o� �.�,o,d. � d •�• •.o �.• AAA. a"3"A, :o •� � 'o,'' a. °55 W BRIDGE ABUTMENT
• 4
• a• , '
--- • -
FRONT • VIEW THRUST' BLOCK STO
F 6 2 4••,�
6„ • STA. 4 *72 INSTALL 20o
LOWOFF E 55 _ A szBEND (FL.) FOR THRUST
_SEE 22•� 8th ST. N 24 a ,-B �, N. M, _S-TA.4 54.--- \BLOCK SEE DETAI s
DETAIL :/
to /. / /7./co,' i T171
/ ` / / 1 6
,O 5 9„ RAD. 20: BUTTERFLY VALVE (FL.) / Fi T gE �f W:L:' / „
_2 „y_ ,2d W "� STA.5 02-IRSTAL,12 ,
-- j r
CONC. AC,cAINST UNDISTURBED % -�� 'Ni / / _ /L--1 _L \ FLEX, CPL. AND f
AC E 1 _ +
O / ___._ ..� � - . ,,�,,. • 12• . _ - JT. HARNESS
M FLUSH - JOINT 0 -
�� EARTH SEE FRONT VIEW T 1z T _ . ' .T•._ DO D
�� _EXIST.-12.W.:TO BE ABt1N
_FLANGESPOOL: � _
1 -, 4v . L11 v q V � A.,. y, 4 0 `� `y . `� .' 7 `• • �•'�1�4•,� � '{ "' 0 , � y ��' w4`'-o
• a �. • A i A• 11 .� a V O r r V
-d_ V , • 4 y - p , , p-. i L 4. 0 4 '� .p SEE S H T .
.'��_o,__ , F� FOR
_20'WATERLIUE =�__ .==.-_= �--=..— -_--�- — -
I 22 SPA. GA6'-4%2 140'-3„ • ,STA • 4-* 92 INSTALL `REMAINDER OF
-10/Z;:. 20"x456BE;ND (FL.) FOR S BRIDOE GR0551N�
- AD TEL, M THRUST 13L.00K SEE DETAIL 6
SEE SN E. NO. 16 T GRADE I L
.. � - - , .� --_-LOCATI ON OF RAIL P05T5
' 20"�x 20" x 12�� TEE '4 1.3"MIN . -
F'OR L'tGHT MrJUNTIN� DETAIL - O
_ �- - a a - SEE DETAILS ON SHEET• I4 ®------0 . _ _ � � •-r - 20 D. z0� STEE
FL. W/BLIND FLANGE
PLAN VIEW GAS MH WATERLINE WATERLINE
SIDEWALK (BRIDGZE) r- - --- _ _- ---- - - _
-SCALE 1 = 20 so R. S/�,
12'BUTTERFLY VAL. (FL) :. c,�►_••.......... - - - - -
° P R E NI O L D E D JOINT T N FILLER
L E R '� �� A"f �: c� r .: • '',....-.,........,.- .a.- __,...
' 's` F• •
-c - 12 D, I. SPOOL MIN# (ASPHALT IMPRE6NATED) i a �t
,4
NO SCALE
i
LUMINAIRE POLE DETAIL
SCALE=NONE
VERIFY LOCATION OF EX15T.
12.•, W, IN •FIELD.
EXIST. 12.E WATER LINE
12FLEA. ADAPTOR CFL.-
PA V 1 N Cc oil` ;•� a :'•• I
REMOVE EXIST. PIPE .�15 .REQ D. OTHER ` . _ - _ • - . _ BY 5 'sip ' �► -.
(PA M#4 E-x►sT- ��� FILL WITH JOINT SEAL AL �C1U81-113f. }. �1�� '��- ��'N
PLUG AND �ABAKID0.N- OCR REMOV . AsPJ+�c.r A'S aE4o) �� (BY OTHERS)
EXIST, 12 W. FILL WITH JOINT SEALER _ _ _ _ _ _ _�_ _ ST. IMP. N. 134
n p I U`A
EXIST. IZ WATERLINE 9_ • , a - u . �= �- �; ` c�' _ n �` a �� �; 4�0� ,�� Q��+ p:�-In► �a;,"°a� Qa a a A�72
---. .�, , .� - : _ _ . • . _ ,. p a b U._A.B_. 8•I.105 t14� L.I.D.LD--
---K 1 ° _ • ° =-� c• A •9. a a A 'a; 8th ST. NE ('16o BRIDGE) STA.3+25to4455;
d �A- OIL „ V js , 9 v p L�'D�•Q . Q �A .1 (V , 4� :
12to 90 BEND (FL) FOR THRUST 010CK 6 � � �,. � - -- - -
s °'I A 11, p U. - 1„ STREET ST. SEWER, SIDEWALK &_WATER
SEE DETAIL #5 Ga 24�o.C. I=O� ISO' CCB`'CONC. '
DEFORMED TIE BARS DESiGNED J-R-5- �AF ' l%•.'FD ►L
__
4-#5 SCALE NONE !"4 x 3O" AT 24' O.C. - -
2 a�. •wN G. A. O. > u r AS SHOWN Z
CONNECT'TO EXIST. WATERLINE SECTION A -A SECTION B-B --- --- ---- - -
STA. 3+15 CON ..�,��-KF � 3.n-.5 ` t- JUNE 26, 1972
- ---NONE
LE- -
NONE _...._.
_ SCALE-
72 STR 2+64 SH-2
„z s6 y
M-. - C. cop,.-
0
0
A- -
- 1 ?-6' 31 1 -- -- - - --
R
P-7.000"-
L
T
5 3.55 6'
C;
46.224!
tit $5"57'E 306,89'
0
L
R 98 49.3 1'
L 1 E5'
0 7.6
mf
Go&
1170 20 21
'
GOV. LOT 10
A -,57 46' 05
R
-27.000
55. 2 9 5'
I
R 27.000
27.?-380
'A. 13 34 13?-"
L
T
4 4-.,3 5 4:
L
Pv A- 931
C;
46
T 14.9 05 I - I I
P- 1 -9. 143'
C 26.097 %L;
C� 2-18 -'630'
LSD
0
50-
e
aOV. LOT 15
N-- 8.9- 0 .5 7'E
7 82.0 7 3'--'
cc
6
A4 P.
72 STR 2564 SH-24
u