Boundary and Topographic SurveyLEGEND: GRAPHIC SCALE\
LEGAL DESCRIPTION
PROPERTY LINE (SURVEYED) 50 0 25 50 100 200 The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section \
Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West,
- -900 CONTOUR LINE according to the U. S. Government Survey thereof, excepting therefrom the \ h
( IN FEET) 35/100ths acres conveyed by deed recorded in the office of the Register of
5 CONCRETE 1 inch = 50 ft. v Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part
a thereof conveyed by deed recorded in the office of the Register of Deeds of
CONCRETE CURB / / / Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the \ SF I
UEright, title and interest of the State of Minnesota in that strip of land conveyed
UNDERGROUND ELECTRIC r by deed recorded in the office of the Register of Deeds of Carver County,
LIT �,� / / / Minnesota, in Book 33 of Deeds, page 25. \ \ �\� � BA � GOLMENH
WELL A OFF
UNDERGROUND TELEPHONE �r,� C
UTV UNDERGROUND TV CABLE 1 / / Also that part of Lot E, Bardwell Acres, not conveyed by said deed recorded in \\ X1056:73 - - - ES GOLME I
�Z the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of �� - - - - - I - NADDN x1066,45
GAS o Deeds, page 322. HILL j�0 IJ �1066.31
GAS MAIN / 00 / 1060,63 _ - MELODY � - -�
» >> STORM SEWER J� / Subject to a permanent easement for roadway purposes as recorded in the office - - 2 x 2'77 �_ 1066,4 9 - -10 33 X1067:53 �� \ N X1066.73X1066.19
/ 1065.50 -moi___ e i- -Q -
�k of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page N86 33 28" ____ _
> > SANITARY SEWER / u . 32. - N _ PUBLIC RIGHT 7STREE7ND,&LITYco
X1066.81
0EA MENT N �`
WA TER MAIN I � / \ GAS V LVE CHAIN LINK FEN
b HYDRANT �J CE /� - -- X1066.26 1066.69
/ - / TREE LINE (TYP.) LOT \�0141 RX 15
-1054 29 1055.7 LARD W
/ �L - - - x / _� ELL A ES CONC. BOLLARD I OUSE
®
WATER VALVE - LAKE MI 1067.52
�S / _ _
X1062,79 X1063:20 NNE ONKA
UTILITY POLE N / Q -Ig / / / - - X1063:10 - X1063:66 - 3:99 X1064.24 Xt0�7 - - - � X
L
# LIGHT POLE 1 1014:77 �� PER / SER -
1065.32 X1065:46
/ MANENT ROADWAY EASEMENT \ IO� QUARTERSEC3,TMTWP 0116, R S2 QUA OF THE NORTHWEST X1066:32 X1066,28 J X
Z / 1016.78 - N -101911 / MELODY ��, O Z 1067.6
O MANHOLE �, HILL 3 Q \
/ 1018.8 <� 36" r X10 025.83 X1052 3 105 .9 X1062.76 \ U X1068:60
® CA TCH BASIN MANHOLE ,� + < cP o ti +� X1062.73 X 062.95
o / ob Ai f\ °i`0 Z® / 10 / �'� X1063.61 X1064.36
❑ CATCH BASIN � �, / . (1� � 00• . � X1063.49 x1063,39 xl 64:92 ® 1068,04
1 / 01 o O^Of Ct) ^Q 10 1025:94 O X1065:46 X1066:13 X1066,26
PEDESTAL / 1016, 8 1017 42 \ e'er 04i / AVO N o / %K IN 1069:8
/ 2 48
�j tv c�S WATERMAIN AND tion / Q
CONIFEROUS TREE N \ 10 ti°62 M=1020.0 1020.25 72.2 1 21:5 ���\ A \ �' GAP DRIVEWAY EASEMENT / ^�
/ / iM �. V=1009.1 {/6/ e .P X X1052.14 T111 7 X1061.07 1062:64
co BENCHMARK I r� C 3 \ �� 1050.42 X
0 DECIDUOUS TREE TNH=1024.07 \ p �pOA Co X1022: 3 023 4 �C1 6:4 `S4� 1052.00 1053 50 X1062,81 PS1063.23 O
C~
O • / \ // //=Y. h n » 4S► P 1049.54 \ GR X1063.38
0 SURVEY CONTROL POINT N I �i=�000 30 1021 1024:5 \ � 1048,37 X \X� X1063.78 x1064.10 x1064:58 1065,43 X1066:09 I^1
W // �/ // 1 24.47 3¢ X \ X X1066:7 HOUSE 1
��� // 1030.23 9 1049�_ q
•
DENOTES IRON PIPE FOUND LL M 1020.02 �3= 1022
Ow V / / tr 2 Q \ 1 69`` \ x 1049.22 49.98 I
w a4` n N 3 / 1047:27 p T \ 'p
z� / +�/\ 1�2 °Zrk 10 8:81 � TREE LINE (TYP.) \�5 1051:05 \ I x �'S
O DENOTES 1/2 /NCH BY 14 /NCH IRON PIPE \
MONUMENT SET, MARKED W/TH LICENSE N0. 19790 �� �� �o to '31 �,61�025 / \ 1033,31 so:o5 X1050:55 10 1069,36
cn a o 184 4 � 26 \ . X X
O 1018 5 ryh RCp p _ 10 x 26: X1028. \ \ / 9.31 \X1061,45\X1062.11 1068.80\o �v 1 X h/ti 1S 10c'3 3 t::7 \ / X1062. 5
// // ^ / rZ� p 308 \ / 1046 04 U w X1063.40 X1063.7 X1064.28 1066.4 9X
/ 018,892 //,/ 0�1� U 102X6r�Q 8 y0 Z X10 30 W X10/4.87 X1065.49 X1066.00 X 1068.19X
CX1028.6 2 10 7.86 1050.23
�C� \ WOOD FENCE
NVc O� 1030 X1050,66 05X2
a � l� lNV 1 16.g 1p2 02� ti z TENNIS COURTS I
11 9 j << 6 60 .93 03 10 1: 1034:11 GRAVEL C J J 15 _
° O 2 8 BENC 1 1 i Z 10 10 8.79
GENERAL NOTES 1019,93 oz RCpH, MARK $ �? R �\ NN ¢ Xlo6o,4 L D WATERTOWER BASE
Alldimensionsr o f n Im I unless / 1020:27 2.51 ITUMI U Cp \� 1035:3\\ 1045.71 _J_ X1061:36
are i feet and decimals s U ess X1 18, 5 1020. / 25, 029,1 3p 10 7. 1038.1„ \ 105012 X1050.64 X1062.57
/ V N 1 2 1026:98 �< 8 \ 1039.57 1,4X 1063.41 RIVE c9
otherwise indicated. Dimensions under three feet � ,� V 1� 02S 4 10Z 031:50 1 35:5 �\ 1�1�� v� X X 63,93 X1064,50 X1065.13 WAY EASEMENT o
are not necessarily drawn to scale. Small signs / 1020: s 4 o1j 9 x << l0 5:42 ��104\ 2 1045:80 O X1065,74 x1066.12 J
y g 102 1''9,44 _ � X 1048.59 X1066
have been ommited. Orientation of this bearing / N Q 1�if -� s3 X �� I 1
0 3:5 ) 1 9'',^so. s
system is assumed. o �� o� -� e/ 103 .62 W 49. 105 .21
oryo 1 RIw�?32�4 -� 103 41, Io ) 10 l0 6.9� _ m P ANT
V=1 SWr� S �^ 1 34 7.84 1042.6 9 104 XIU' n -_T2'- 1 - 4 2 ° HILL
Elevations are on a sea level datum (NAVD 29). 1020.05 1017.80 J 00, V=� 34.2b -J- 1 3,34 ^ x - - .. _ o .48 HH w
ADDITION
Site Benchmarks as shown. �%� 1035 \ z
�=2 C9 ° V'n X � 3.8 X041.91 < 4� 1060.04 x1061.38 U WOOD FENCE
X1 1 .03 1020.51 / ^ 1037,54 36' 1035,15-- 1036 1035:82 IN 1043.2 INV=1045.4 X1062.45 --
1043 X1063,04 x 063.95 X1066:42
NO title policy Or title commitment was available; '' / 1038 X 35:6 X 04 .74 \ 10 3.30 1043:98 1 X1064.54 x1065.03 X10 5:90 -
therefore information easements, if any, are not o 102 .61 \ 200 / rn 040 12 1038.0 o ss0 \ 1'4 ° x10
= 04010-�� 1038:X104.7 POND1p43.57 o�O / Z
shown, and other matters of record may not be /--1n4Q�4 l�4l,o -
1020.34 Q .� X�042'7� N `� 1038.17 X1045.40 ELEVA�O 9 0° /
reflected in this survey. Obtain current title work X o 2 �'A3'89 X1043 X4.1 7 �\ P 4/22/08 ,�
and verify easements before constructing x 9.8 1 .6 ''� Flo �� X -� X10413042 04358 le x10 o.so
J 45 �,93 \ X X106 5
Improvements. 1018.70/ 1 9.33 \ �- �5 1047.58 10-\ 039 1 4102 1045:59 X12]
6� 2 I o N
92 X1062. \ \
-X1047:78_ \ 1040:510 6.22 / /
Underground utilities are shown based On Visible U 1020:2 130 / 1 �j 3 X10 .750 8_ 1048 �0/� O \ •1043:78 o�� X1063,62 X1064.44 x1065,15 X1065:31 X1065.86 x1066,3
surface features obtained thru ticket number X1 X105 49:54 \ 1 o
019 \ S 52� � \
\ S X1047.93 z
80045683, available site plans, available as-builts, 1051: GAP o _r „ 1051 \ 51 N°�� 1045,76 / / w
� � f 1053:53 X 14 27 \ 10 1:34 \ � �. / w
»53.*6-X_10150,5,?: 1 \ z
City of Chanhassen, CenterPoint Energy, Qwest 1017/5 „» 104 .o CHAIN NK FENCE X o°
X 1053:53 /�
Comm. and Xcel Energy. FIELD VERIFY LOCATIONS I / x �- x 2 s los o4 .9 � X1060:91 1062:05 w X1065, Ow
BEFORE CONSTRUCTION. 1019 1 019.1 a 1054.64 23• X 4 1053,94 v �� 1062:97 106477 /
/ X54.45 1054,78 ��� 1044.11 p 10 8. 1 063,97 x 5 x1065,47 ~
102 33 / 12" �s (9 X1 53.6 5 "' ID:44.0 045.0 10 5: `� 1 7 1 \06 /X1066.08 X1066:29 X106 4
STATE LAW: 48 HOURS BEFORE EXCAVATING, o r / 1053.94 - / 51054:8 / o �� i j
CALL GOPHER ONE -CALL, 651-454-0002, FOR°Z / 33 „ x F/F-1055.49 / �s 6" ' ; :`1v4; . /4.29 �oN
FIELD LOCATION OF UNDERGROUND UTILITY LINES. X 19, 4 6 A F/F=1055.51 / CO �n N 1 52. 1 8.3 �'� F 0 7. / \ F-
X 018. / / U) In �� 104 .4 =1 .67 106' X1 5.71
This service locates utility -company lines but does �- o o p41n44:83., 7 1 .40 _/ 1 6� 061:15 U) W',6
not locate private lines. Contractors excavating I 6. 1053:93 F/F=1055.49 / \ II o �i q': 5 1046:9 X1050,3 1062.24 x1063:34 / �^
10 8:59 II 0 :T04:5:.�3 ' 1049,69 X1064:47
on site Shall provide for location of private lines, x 1 �� o � G? ,' 045 1 RI =1047.89 ! 1052,01 054,2 O X1065.48 x1066,29 O
g P y P y I X y 4" 8"CLA \ / 4 II �i .' I =1044.5 �' RIM=1 49.0 1051:3 58:7 \ X1066:81 X1066,69 x1067,28 .~•i N
including those owned b the school, b contract V ,� `' �P r RIM=1051.9 3: 061.05 P.,J �
locator service or other suitable means. 10 0:09 / Jap INV=1 44.2 NW Q GR w
0 6,00-� 10 16.58 1048,37 OCr INV=1 43.5 N
N -1050.2E 1053. �< F/F=1055.52 � - w X INV=1 44.0 S E)`\�•� 1058:25 1062: 4 / a ` l
INV=1 43.7 S 1060:58 ���� /
N%/- 8" c�. m 1047.92 » 51, 1055.95 1056, 4
CLAY o 105 { u� M\No\! 5 0 5 1058,4 1061:88 LO O -
X / \ � `� OVERHANG ; q \� 12"RCP 10511 » 5 6 . 2» ti° w N �I
1 , rr 061.11
^ � � � 1047 38 " �' � 5 1055:98 , .. 0 .57 � 14 / V
_z� 510 1.4 > zx • � 10 6,82 1049:2 ' 12"a,o,n 8.7 105:9 RIM=1051.5 X10 3:60 5» �oI,8 X MoF/F=1055.57 =;.' .� ate. RIM=104 .3 INV=1043.8 NE 1056:22 X1058:19 1060:47 �62, o -� 12" X1065.43 X1066.36 X1067.7TE tia
X P� 105 .86 vX ,c-66 o, \\ F/F=1055.57 3 4" d" ^ GQ � � I =11 SWV=104 .��NE)) � � ) f �p � � X1066:97 X1067:29 X1067,64 itl ¢ o
1018,57 a, 000 .: IN
44.1 W SE 14" CD W
Ir v ' X1050.23 1051:88 \ • 0 0 12"
1019.8 a-� v of j /y �\ 0 1`) 52,38 1056.94 1058.94 Z
, » 1055.4 54.98
1 1 48, 1 rV az z I 1 1 51:38 1048,45 3 X106676 r^
X
~ » a US RIM=1057.0 12"
,� �0 1.01 12 1054,25 \\ 37 // RIM=1047.81 �, 1050:1 „ 9:61 B\�M\'40 3 - X1066:26
GRAPHIC SCALE b` J IM=1 0.7 ��054.17 x1054.67 9 0 r, INV=1044.8 1052:25271 3 55.57 4" INV -1045.1 NW) 12" X1065.47 X106 .83 X1067,47 X1067.58 X1067.84x10
vi I INV- 034.4 N) X 1048,67 m �� 1055:0 O INV=10 5.2�S) �j
1 @65,05
\ S 0
INV -1038. NE) RIM=1055.4 9 8 1054,61 o O
50 0 25 50 100 1012T. °j 0 0,11 I V=103 .1 SE) INV=1048.2E) H 1 40 8,88 \� 1 50,63 1052,87 ~
101 .44 ^° / 51.13 10 5.26 „
/x \ VC « r N 101�� 4Y5 S) J;RCP oN INV=1047.9 W / 3„ 4 3:37 uNi .:. 5 1059:73
X105 .81 0 \
• X RIM 1054. < < < � � �„ � X ..o; � ' ' # 1X161 mob- 4 55:76 0 �:"M1 iv
U .s 4. O
( IN FEET) �0 1017 I X1 ~ INV 10 4.6 N R p w "" 2
1 inch = 50 ft. NV 1 44.7 E) r 23 7 „
8" LAY 8'A` N F/1 =1055.66 9 1054.3 c�ii 1051:28 78 4 5 X1067.59
o / (APPROX) 6+ RIM=1054.9 Z 1050,78 10 8 1053:243 74 h� 55.78M X1065:30 X1066:38 X1066,92 X1067.31 x1067:51
° M 1058,42 Lko OVERHANG INV=1047.7 N) O X a`: 10 5 28 u, X <,> \ x .17
053.0 X ° INV=1047.2E S 1051.30 3" o 1064.X106 42
1017.0 s� x /) RETAINING WALL 1054:30 0
018:87 / 1054.55 RD INV=1047.0 W) X 2 cu 2,00 / RIM= 1056.8
I 3 .4 0':. ° ,I'. 5 . ^. ,10. 1054:60 1055:8 INV=1046.2 N)) 3 a „ \
,.8.0 F/F=1055.61 �? " INV=1046.4 SW) cu 1
.. u� 1051:3 ", ::9`;.: X1066J1 }@66,9
10 o » 1053:83 0 \ J7..,`. 0 1 X6.35.' 1059:20 1065:36 Q \ FES
6', N 12 1054.99 X�-XlftG6_28 INV=10 3.99
X :, r 1052:30 1053:27 1 .58;3 19'•19:.1 �c106 G�
OVERHANG / o \ 6 J
N
/ \ \ F/F=1058.30 .7 [ » 1°O a 5 X 10 7 x'85 � .y G 1064:79
X ... - - - 1.0 1 1051.78 / x 1057:69 0 _10 3 I \
e 1054.3<�9 _ / - - - � � CANOPY STEPS FSC 1051.59 1053.31 "R ��. X1056:08 VS SO \ � -� � � -/1�6 1066. 3
/ 2 a^ F/F=1055.68 \ / ;; 0 \2 O NM\NO 1059.66 L� �� I =166_[5 -
1016.82 y ' _ \ / 6\ 17 1058 3- ���__.LLL_____
N 1 5: _ � MINNETONKA MIDDLE SCHOOL WEST �s�. IM=1053.7 ,> > 0:16 � � 1060 059: 4
1048.47 \ 6421 HAZELTINE BLVD •r 3" / 1052:21 INV=1049.1�S) _ X1058-17
1 8 7 -- 10 :1X1063:27
/ X 052:7 3 .. 1 �. 052.07 < RIM -10 1058,73 1059,65
r 57.26 x`105
q 12"P «� « INV�653.8
EXCELSIOR, MN ° X 105;5 05 1052.80 LAS�C
16 1 / 1054,66 ^ / �� 0 1054.52 B" R: G'°;:.in5:3:2i.'.` . 1053.22 ;;12 « « 1057.2 9 8.79 /10 8.97 l� X1058.48 X1058.54 x1058:73 \
�� X \� CANOPY 5" 10100.2 -453a� , �r T� 0 RIM=105 .04 4 57' 1059,28 X1058:41 1 61,5 �HI SLY
�: 0 1052.81 X
F/F=1055.59'Ef
2,66 J 105 D o INV=1049.7 E3 / �- 1058.59 1058:74
\ ^ -
�0 1052.68 - ADDITION
lol 0 ,.> > - - F/F=1055.65 •8 % � o A IME
r a X � 1058.96
1.3 1054,39 / rn S F/F=1055.61 x , / c� un ,n 52:7 / �E�
X '� �n 0 1 z J N X X1058:65 X1058:80 x1058.61 \
101 :3 10 1 I o / X 12 m / g S = Q Lr) CD cu uD 0 .93 / X1058.84 x1058.84
1017.05 / 1054.37 �I / 0 0 00 1055: CANOPY DS J I °' " E AL POS X1058.57 x1059:62 X105 8 /
1 6X ^ / II o X O / t 2. Y 1052.W3 / 06p
o ti (2�181"J X w / \ 1055.23 z �\ \ .2 / 0 6"O Q x O M o1055: w 1055,08 (V M �,J 0 II m a Rj N ° 1052.18 54:08 1 `+ �F/F-1056.27. S o O CO N J z 2. 1052.60 o 1p59/ \ U
1 .08 ti 101: 0' W TER IN 7 (12)1-5- `. G� S ro II z o N z= w S NOBS a 2 / / \ 1059.17
o / 91 `WTER 055:0 - 't w Q � � F » ��`\ \ 1059.17Y/ EMENT /
1 4 1054.60 OVERHANG I i U a o N 8 0\ X �w /
008,4 10 / / X1053 4 X -x1054:8 / \ F/F=1056.26 a II o 0 1052.04 10 5 / ✓ / \ Z
D RES I PSS 9 3-5" 7" 12' / 4.5 \ w o a o Q 1052.7 1058,05 X1058,59 1059.01 X1059:04 1059.05 \ z X1058,10
X / 10 8.14 G� ( ) a� M STEPS s (3)GAS U w ¢ 8" m ': X1059.32 x1059.44 X1059,14
2 101 .07 29 1054.26 \1W/HANDRAIL 1052.73 (ETERS w 100.7 g" ' X1059,07 X1059,34 x \ \ /
X 12" 12)1- " F/F=1056.20 o S 058:82'\c
011:90 z J 1053:68 I GR CKSTOP I
100 .50 ,tih 0 8" (2 4 ) -„ o ® 1051, 9 , WELLG�PS I 1058: 0
.80 10 4, '1 12 PVC 12 O $ \ / TANK 5.0,35 .: ::r: 1051.0 UG
010 .4 CO R 050: I
1005.8 I�
6 6 2 0 / 1 1 3 3 RI =10 N ApP�R6X -< o \\ X 1 4 i/ C\ a a I TI RAS COMPACTOR1050:31 105052 1 50.92 X1 2 2 1058:69 10 8,07
/ \ 1056,65
100 030.21 \ 10 RETAINING rn � � 57 1 X1058.21 X1058.80 x1059:19 X1059,30 X1059:13 I x
l .53 / ' �Nll
- X RETAINING WALL W\HANDRAIL - a �w / X1059.44 X1059.32
10 63 V�7 E _ F/F=1050.13 w 0 ` \ X1059,51 x1059,01 '
F/F=1041.78 I > 3 %� X1050:23 1058.
o �* 0 F F=1050.00 X1051.21
36.8 �II477 _ O �.� 1049,89 to 2i -�
01 .06 10145 1011.4 I III / z N z o
> '< « 2 qY 4 z WALL HYDRANT `OnN "� ir X1050,09 \
o v 040:3T- 1 40:1 « 9
\000 X1050:62
L p 1 1 5 10 .1 I 040 �� 041.87 \ /RlM=19041.4 8"IRON 000 0 I / \ �_10 8: 3 \
i II III ' �pX1037.2 \ r X INV -1038.7 W _ (APPROX) II II II II 105 .38 10 2
041.2 /'% 5. \ 3.93 INV=1038.2 NE J Mzzz I X1050.37 X X /
1001:13 I I l0 INV=1038.0 E S �a a ;-__ ,. 10' WATERMAIN 1053:72 105 ,92 X1057.26 058.20 1058.39 1p59 /
00 G D_ RE � � 1041:51 INV=1037.9 W� � � 3 .n EASEMENT / � \ X � �
c 4D \ \ N F F-1050.33 F F-1045.63 1050.13 P91.
X1057:42 \ X1058:37 x1058:64 X1058:64 \ \��-
012,25 03 .20 a ABON FENCE POSTS / / a I X X1050:32 / 7;:�v0s,5 �G� \ \ X1058:67 X1058,96 x1058,81
X �$8g /X1058:3 �^
41,85 189• �� 1056. X1057.49
" MET STAIRWELL S X1051:10 X -
C Q i 5. < 18 CPP 1043,59 �6"IRON 1 46.19 X \N0� 1056.83 �� 1058.46 /
0 1013 /0 1 � 1 2 .16 xl 3 1 J �`Lry \ � « 12"RCP 45,92 12 RCp 1049,55 g\�M X1050,51 \ \ti0 -'1058-52
RI -10 �v� 1 0 I I i \ AGLIME / �!
o IN = X10 \ RIM=1042.8 4• I I I I X1051.04 N 1052.2 1058.50
/ 0 17 ,I,OG w =1 W \• / •��10 .56 INVV=1038.5(N INV=1038.7 N E) RIM= I SANDBOX / �� _� ti
to
110033$$ 4 X1050.59 1058.30
S 1 J'2 J8 \ j\p3 �xs IN J103 °az °a 4 V-10 N C C L39 050:98 < 3 -� 1058.39 -�( \ oss z 1054:34
/ 4 ,103 P / 39.4 / « INV- RP v �X
\ 1oS z \� 1044 °a ° ° °4 / X1051, E/ CPP « RIM -1057.0 �_ ------
K055.'
� - _
- 1010.97 / Q 104 037" Oq2�� °a °a ��� J 055.56 1056.`M\NOVS< x1057.3 X1057. INV=1055.9 W)1056. ) �^ w
/ _ 10 1 °+ 1051.74 c� 8 1057.60 z
G_ O ° �� 1052.19 X1057.54 1057.85
_ .40 042 043. 5 x \ o X 1057.22 -
--X 1 yy �n...�
/ X1057.53 x1057.45 \ Z
101 1 - -�-10 ` °5 1051.57 x m 10, X X
177°5 GUYED WIRE 1052.43 CHAIN LINK FEN �-
1p11 4 05 1418 A - - -,°='c - - - - 10 .19 1052.67 1056.29 1056.67 8 5' TRAIL EASEMENT CON BOLLARD______C
10 .7 �E - PER DOC. N0. A419434
1057.92 HW L� 105450_ SCE 05 �ifl55.4�
=r� 1016.9 \ \ 4. (�_ 3 105 18� 1057.04 1056.41 CHAIN LINK FEN[ -� �„" 105
6 1056.35 F -X10 X1051.43
/ Q� 1 1.6 050. 8 �- x 7010 5.30 15 2=6
x�
1009.75 10 .71 �- -- X1052.70 `_x 1049.74-' ���"^�+a� ��- X1055
5
1025.5 \ 1 4 1 1052 04 �- �� PS
\\\\ ��\ X -1055 1054.97 x1051.88 1052.36 ----_ c+ 105E61 i
1010.0 /�Q� OVERHEAD WIRES \\� .,��3 105 I �� �- X1050.34-`�87e12�20'E 134124-----
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\ 1049.36 1050.82 X1053.08 X1050.11
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