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LEGAL DESCRIPTION PROVIDED BY CLIENT
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That part of Lot 40, Auditor's Subdivision No. 216, Hennepin County, Minnesota, lying
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North of the South 513.12 feet thereof.
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Together with
The North 76.64 feet of the South 613.12 feet of Lot 40, Auditor's Subdivision No. 216,
I 1 ti) A C)T r% rNT 7 I I \n... n 1 �h 1 Hennepin County, Minnesota. -
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NOTES TO SURVEY.
W
1 1 Orientation of this bearing system is assumed.of I
1 I 858.34 1
1 I _ This survey has been prepared without the benefit of a title commitment.
ITI MIA I(ll l^
I 0 I I 862.29 861.45 I c, vlvlllvw F'" „(;;JG LQ I' .a The right-of-way for Brooklyn Boulevard shown on this survey is based on Hennepin County Section maps W
1 0 - - - _882_ - - )E _ - Concrete Curb e O 1 and adjacent plot mops, no other information was provided to us by the client
w 862.04 _ - 858.39 858.41 Edge of Bituminous (858.15 856.92 �n a
1 859J3 0o _' �- - - - TEA/\T - - - -=A,� �� _ 1 /N - - -The area for entire parcel is 41,926 Square feet or 0.9625 Acres. p m o
Irnvl R.�.�. IVV. 1 IVL-292.30 per R.L.S. NO.1192 -- 857.46
- Concrete. Sidewalk " 30 30 2 ll x r
1 89 57 00, W 284.62 -North line of Lot 40 of Auditor's Subd. No. 216 _ ` / , _ l For purposes of this survey, the underground utilities are shown in their approximate location based on W 6
1 survey data for the visible surface appurtenances and the City of Brooklyn Center construction plans. The (o
NU x 859.59 858.81 Edge of Bituminous 858.59 1 surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area,
I 859.37 I 858.20 I \ / either in service or abandoned. The surveyor further does not warrant that the underground utilities shown
1 860.16 x i 1 are in the exact location indicated, although they are located as accurately as possible from information
861.06 / , � 1 available. The underground utilities have not been physically located. Prior to any excavation the excavator
1 42 x I T I 857.351 ° : I cc is required to call "Gopher State One Call" at 651-454-0002 for utility type and field location of �: j- m
h / I I underground utilities. m m 0 6i J
/ I a /
859.41 859.25
W J _
C� � U W �' �Z
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860.94 1� I LLJ U H u 1 g61.51 Edge of Bituminous In
859.95 Ln
° I �D)` it x858.83 858.14 2 1 _ 00
n l , I v G \ x / °� HARDCOVER CALCULA RONS• N
1 I I vivluv\Jv /
1 ° I ° I
859 29 R TOTAL PARCEL AREA = 41,926 SQ. FT c N
\ 857.67 Q , h o O
\ N I
N I I Edge of Bituminous 859.36 , o ro 1 ° BITUMINOUS AREA = 22,955 SQ. FT. E a \ 1 O o
t< I 860.24 859.22 h 1 m I N o W
I I ' 861.05 I \ \ !, ` \x 857.3? „ I II 1 22,955 SQ, FT / 41,926 SQ, FT = 54.79 COVERAGE L) j j c
861.61 \ c
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cp to \ a I a O I 859.31w_ N
m-North line of the South 613.12 feet of Auditor's Subd. No. 216 \ o I n c e e N860.2x- 0.59 x 859.26 \-x 858.60 � o I CU -0 � o a)
x \ c \ \ f a Z oIL
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o 861.09 F o \\ l% \ 858.02 1 I o m CL p N O
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L o w m o \� \ \ x 857.5 a) a : °) m
rn2 I 859.81 X\
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x 859.54 XQ59.05 \\ j00
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860.49ZC4 I \ 8 I co
IX 860.96 860.40 _ sg\ \ o I col -/ I 1 � °
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- South line of the North 76.64 feet of the South 613.12 feet of Auditor's Subd. No. 216 660\ x \\ ° co M
I� / Edge of h
8160.76 860.75 Bituminous 860.56 \ \ \ eT I Q
42 00 - ----- / 8&1nHF. ANcf 259.U/ - \Oy '"E
I I ti o°
- --_
S�MH 861. g61.65 860.92 Edge of Bituminous 860:79 / x -861-- 86088 860.45 \ 1 h o I SCALE:1INCH=20FEET N
i 861.44 861.49 861.18 \ x y 860.I8 I lr° _ ° ko � x
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I I 860.82^,T, ,e �inlnr, 860. n-)n ir- 861.36 I I i x 0 20 40 60
x CliUrvn,vUv.: x v �Iv� x • ° ���
x860.731- - - - - - - - - - - - / I 1 'w Q co o o
®c.a. ' I La m i
861.59 / m I Scale in feet ? ®�
/ o I I RE 856.86 1 ® d
861.89 // i 861.56 m I 1 - E 850.97 N w o c d h-d
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I I Existing Building I 1 W
862.65
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1 LEGEND.
CONTOURS: 1'INTERVALSINDEX
INTERMEDIATE LL.
1 O IRON SET j
j1 i �ni �_v i tlJ I /�� v fn
l ® IRON FOUND vJ
-_ A I I r; I 1^ rN I
\ , x 860.5 SPOT ELEVATION J }
r, U U. U Lj U. I v U. c6 NLi) 1 *LT. POLE LIGHT POLE
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ro U j Epp POWER POLE IL
I v ti� 1 �MH SANITARYMANHOLECO
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m~ p o @D M H STORM MANHOLE W C�
1 1 Oce CATCH BASIN Z U O W O
1 I Z 1 b m HYDRANT J Z
GATE VALVE `' >- O
° E I STREET SIGN Y Y ry
1 o I w�� o I ❑
i-d2 l rz rO OF TRANSFORMER O
TELEPHONE BOX _o
SANITARYSEWER O1Ynnning Commi�on
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1 STORM SEWER Date°!/Oi L'I l,, r l x ✓� W m Q
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WOOD FENCE
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RECEIVED
I 60T17A i' Es . Y O. MAY 14 2003 SHEETNO.
0,1TY pF BRt04KLYN GBI T BR I 1 OF 0000,
III
-�— - 6 YUUNLU bASL FUN ALL MANNULLS _� ! _ 'L
I AS REQUIRED PRIVACY SECTIONS
w a• LESS THAN 14' DEEP. INCREASE BASE 3 3 FHDPE2" PER 6' OF DEPTH BEYOND 14'. 5" EXISTING 15" SPACED AT 10'
PRECAST BASE MAY BE USED FORHDPE 5' 10'
W=12" B612 OUTFALL GUTTER MANHOLE LESS THAN 14' DEERW=18" B618 64' CIRCULAR CAP BOARD VARIES
W=24" R624 �- —1
(VERIFY DEPTH) ZCONNECT TO \ _ I REJ-1EIVED
NOT TO SCALE EXISTING EXCEL 6 WAY EXISTING CB
NOTE ENERGYCONDUIT 5 TI III III .L
NOT TO SCALE
1. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB r l Y OBPIOOKLYNCENTER
TOP SHALL BE USED IN PLACE OF THE CONE. THE SLAB SHALL BE SUITABLE FOR
AASHTO HS 20 HIGHWAY LOADINGS. THE SLAB SHALL BE ON A MORTAR BED: - 0, _ --- 18 PROPOSED 1 1/2" WEAR
1 i=III 11.-III �Il IIIH I I III if I 11 it AND LEVELING (BY-0THERS)
2. MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. i Ili I I I� I II!, �(- I�� Q I1. iI _i
STANDARD GUTTER EXISTING 1 1�2" BITUMINOUS
3. MANHOLE JOINTS MAY BE MADE WITH CEMENT MORTAR INSIDE AND OUT. CONIFEROUS BASE BOARD
A PLANTING NOT TO SCALE EXISTING 8" RECYLED BITUMINOUS
EX/STING CB#5
ALTERNATING FRONT AND
"B"TYPE CONCRETE CURB&GUTTER STANDARD STORM SEWER MANHOLE NO.2 (CITYPROJECT2002-05,06,07) TYPICAL LANDSCAPEAND SCREENING BACK VERTICAL BOARDS TYPICAL PARKING L 0 T SEC RON
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LEGAL DESCRIPTION PROVIDED BY CLIENT a
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1 I I That part of Lot 40, Auditor's Subdivision No. 216, Hennepin County, Minnesota, lying W
1 1 I I Q J North of the South 613.12 feet thereof. ❑ I Together with
1 TL) A /\T A .aA
The North 76.64 feet of the South 613.12 feet of Lot 40, Auditor's Subdivision No. 216,
A DT r\� Hennepin County, Minnesota.
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NOTES TO SURVEY.•
1 858.34 I Orientation of this bearing system is assumed.
II _ I This survey has been prepared without the benefit of a title commitment.
II 862.29 861.45 iT,iK.,,n,nl,, pn-�in��.� I.. i.;l I vrvn,�fvlvl,vv� LvT I I The right-of-way for Brooklyn Boulevard shown on this survey is based on Hennepin County Section maps W
1 Lo m 862.04 - -862- - - )E - _ Concrete Curb J1 I 858 39 - cc and adjacent plat maps, no other information was provided to us by the client. Q
' 859.73 °o 1 •- - - - - - - - -- - _ 858.41 Edge of Bituminous 858.15 856.92 /� - - -
P^ ' ' "v0• 92 - 292.JO per R.L.S NO.1192 - - \ 857.46 30 / � 30 -The area for entire parcel is 41,926 Square feet or 0.9625 Acres. ❑ o
Concrete. Sidewalk ' /
I ` ` 99 57 �Q» {� 284.62 -North line of Lot 40 of Auditor's Subd. No. 276 _ / , _ For purposes of this survey, the underground utilities are shown in their approximate location based on W (o
survey data for the visible surface appurtenances and the City of Brooklyn Center construction plans. The (p _
NCF-
rn
1 x 859.59 858.81 Edge of Bituminous 858.59 I surveyor makes no guarantees that the underground utilities shown cam rise all such utilities in the area,
1 860.16 859.37 858.20 M / either in service or abandoned. The surveyor further does not warrant that the underground utilities shown
1 42 861.06 X/ / I I ;Ij I are in the exact location indicated, although they ore located as accurately as possible from information
X I I available. The underground utilities have not been physically located. Prior to any excavation the excavator m
857.35 a
r�
/ I x 03 is required to call 'Gopher State One Call" of 651-454-0002 for utility type and field locution of ? j
I I underground utilities. M m❑ W W
N I 860.02 859.41 859.25 I C �/ I I Z Z Y O
' 1 860.94 \ I
861.51 Edge of Bituminous I J / I a •_ U U Z
CD
\", / I� I W 2 W W
1 859.95 ° I vi i v \ 858.83 858.14 / Z I - ro ❑ ❑ U ❑ I- li
jlTl IA AI f`Ir\I L^ I \ X °
• U I I U Ivl I I v U U x / I x HARDCOVER CALCULATIONS
' I \ / ' I iLO I O 00
859-29 857.67 Q F TOTAL PARCEL AREA = 41,926 SQ. FT00
N I Edge of Bituminous \ a ^
O � N_
859.36 \ m° ro N 10,0 ° I I B/TUMINOUS AREA = 22,955 SQ. F7 (�j E O o O
860.24 \ 859.22 \�`�
I ' m I W
861.05 I \
861.61 \\ Xc Go
857.3� m I - 22955 SO FT / 41 926 SO FT = 54 79 COVERAGE c
I I Q I \ 859.31 \ am o o- rn- N>. m m
-North line of the South 613.12 feet of Auditor's Subd. No. 216 \ �" � \0' I m •LO � � 'n C � U)
I I Lr--
860.2 3 - - x \\ x 858.60 ' c v) I o w� (' _ w
$ o a I 860.59 o x 859.26 \ \, x I °° aNi o
Im 3: X E \ \ v a.Zo3 iu ((i
o� 861.09 F o m \ J J \\\ \ 858.02 3 d aLf) I ° rn ° m d o
> Co a ° 2 C)
11 0 I \ o �`\\ \ \ x 857.5 / I a� ° (D °
_o � In
859.81 C
x 859.54 xa59.05
X
860.49� ti
860.96 \ \ \ \gs CO
I I Ix 860.40 �. s co
I o
° °' X ` \ \ 858.70 \ I I 0' N
I \ \ \ 858.16 ko
II - South line of the North 76.64 feet of the South 613.12 feet of Auditor's Subd, No. 216 860\ \ X \ ro I / co Q
/ / Edge of \ \ \ 30- - d' �
I I 860.76 - - - 860.75 Bituminous 860.56 - \ \ :a/' I I 30 ` W
42 _ p C c p/ y
I 861. / OHE a 861. E N 892U�00�A `G. PP- AN 259.U/ -- \ �� \ \a !\-F 0200. I
I Os MH 861.65 860.92 Edge of Bituminous 860.79 / x 861 - _ _ _ $60.45I a
O •N
I / 861.44 861.49 \ x 860.88 1 I hSCALE: 1 INCH = 20 FEET w° m U
I I 866. 861.18 l m 860.18 l :3
860.82"I II Al l ll I^ x i r��)IX it 861.36
x860.731 I x- L�IIUIvuIvvU UI\IvG X 1 I i I \ X I 0 20 40 60 : ko WW
®c.e.-------- &
co
86L59 m I I Scale In feet co
I Mo RE 856.86 I
861.89rlExlstin�gBullldingl
/ 861.56 x
I I I ii IE 850.97 O M I � s MH N � o�
a I N m o 0
W
I I 862.65 0l ti
I i I I I I
I LEGEND:
I /
CONTOURS: V INTERVALS Q w
INDEX N
II - y INTERMEDIATE LL
I I I i,rll \ I V I L_V I �Yll I I v < LL
/ I O IRON SET \
® IRON FOUND /
-� A I Ire ; I I��f1 nlrl ^ �n
x 860.5 SPOT ELEVATION
V V. co CN I p I.T. POLE LIGHT POLE
I I CO I
I CO II II yfPP POWER POLE O W
QS MH SANITARY MANHOLE M
° I �D M H STORM MANHOLE ■ ,T W m �/ I I ®cs CATCH BASIN L W
z o W O
-�} Hvo HYDRANT
I I In D4 GATE VALVE W O
at
I I I STREET SIGN O Y
I I k I TRANSFORMER ® O O
IW o 0 TELEPHONEBOX T3 ➢��O/ O N�
SANITARYSEWER BY P ) ,C M m W
Commission LLLJJJJJJ Q
I STORM SEWER Date8
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I I I L WATERMAIN�x�3Chmn._/2�� ///Js Q
I I lJ�
WOOD FENCE z
- - - - - - - - - - - - - - - - - - - - - -� � O
I 6OT/�% �% %�% I RECEIVED m
J7 � 6' E. 1 l� 0. SHEET NO.
��iE�Y 14 200
t G! f Y Or 8R00KLYI\! CENTCH OF
0
SAWCUT & REMOVE 8'
BITUMINOUS SURFACE AND
SAWCUT r4s
11'-15" „_,
V
HDPE ® 19.61% w 01`= — —
MH 2
RE 856.0 (VERIFY) - 1=i
IE 852.00 A. i
< a
REMOVE & REPLACE 600 J W
S.F. 5' SIDEWALK j 0 10 20 40
104'-15" HDPE i SCALE IN FEET
® 0.48%, w LEGEND
I
EXISTING PROPOSED
CONTOURS:
I'I pONDUITi
SP EXCELENERG INDEX, -6 WAY INTERMEDIATE
SPOT ELEVATION 000.00 000.00
L- I DIRECTION OF FLOW 000%® 0.00%�
VACY / h STORM SEWER MANHOLE O e
JCE 856.92 / ao LIGHT POLE LT
857.46
3.20 / HYDRANT
VALVE � z
m
M' I CATCH BASIN O f
all � ,cj
X 857 3 a h SANITARY MANHOLE
1 SANITARY SEWER —G —D—
j' RE 856.50 (VERIFY)
J 'iIE ,852.50 _ WATERMAIN -
!SAWCUT STORM SEWER >C--- —►►—
r II !SIDEWALK 040
SETBACK - - — - - —
j II o
00 R I FENCE
X
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X857:32 , ? PARKING STALL COUNT O
- N ® BITUMINOUS TO BE REMOVED �.; " -
'
`\ ` BITUMINOUS
n TWO ROLLS OF SOD
ill X 00 NOTES
- 1. CONTRACTOR IS ADVISED THAT EXISTING UTILITIES ARE SHOWN IN THEIR
857 581 T%i0 RO L APPROXIMATE LOCATION AND HAVE BEEN TAKEN FROM INFORMATION SUPPLIED BY
X 4 I THE CITY OF BROOKLYN CENTER, THE ARCHITECT, DEVELOPER, SURVEYOR AND THE
OF SOD
OWNER. THE ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
101 PRIVACY COMPRISE ALL SUCH UTILITIES IN THE AREA NOR THAT THEY ARE SHOWN IN THEIR
!FENCE I EXACT LOCATION. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
" 1 co COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL IMMEDIATELY BE
ro C4 BROUGHT TO THE ATTENTION OF THE ENGINEER.
M // X 00 I 2. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, TO BE
`� USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY DISCREPANCIES BETWEEN
Lo _ I THESE PLANS AND THE DIGITAL FILES EXIST, NOTIFY ENGINEER IMMEDIATELY FOR
00RESOLUTION.
❑I II ^ ' 3. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB
4. B612 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PRIVATE PROPERTY.
�� I4 AND A T TAPER REQUIRED WHERE NOTED.
E>PARKING STALLS TO BE STRIPED WITH A 4" WIDE WHITE PAINTED STRIPE, 30 DAYS
d 00 AFTER FINAL WEAR COURSE INSTALLATION.
X\ 1 I 6. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE.
860.18 �I xoo- X�
7�. 4" TOPSOIL & SEED WHERE NOTED.
.I_ j®CLEAN EDGE OF EXISTING BITUMINOUS AND SAW CUT IF NECESSARY. APPLY TACK
RE 8 ,e, 6 COAT TO EDGES AND INSTALL NEW B612 CURBING.
IIL 850,9
s,p Ivl H PARKING
hA PARKING STALL COUNT: 56 REGULAR STALLS
J I li
J. �I
LANDSCAPE
5 - 21/2" BB AMERICAN LINDEN
�" H 1c B - 6' BB BLUE SPRUCE
L o A ,Ij - �
T. L�J II ro"
I
SCREENING
9 - 5' HIGH x 10' LONG RED CEDAR PRIVACY SECTIONS SPACED AT 10'.
Ln
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I
B612 CURB
ASH
< l " _—: ;— AND GUTTER
CO
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5 H x 10 L RED CEDAR If
AS REQUIRED I PRIVACY SECTIONS
EXISTING 15" SPACED AT 10'
PRECAST BASE MAY BE USED FOR HDPE 5' 10'
W=12" B612 OUTFACE GUTTER MANHOLE LESS THAN 14' DEEP. I 64" I CAP BOARD -----.VARIES
w=18" B618 700
CIRCULAR
W=24 8624 TOP a MAT , MB (VERIFYDEPTH)
EXCEL CONNECT TO O I � �
r NOT TO SCALE ENERGYC6 WAY ONDUIT EXISTING CB -III-III III,-1.111wA1'
3/B• SR 3I � 3'R� ro p n p
SLOPE 3/� q• pEp FTy AI/l•1•� 4; �U�e9
iz R J `I j NOT TO SCALE OIl Y (V 0100KLYN MITI:FI
BASE L`" 1. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB
TOP SHALL BE USED IN PLACE OF THE CONE. THE SLAB SHALL BE SUITABLE FOR
AASHTO HS 20 HIGHWAY LOADINGS. THE SLAB SHALL BE ON A MORTAR BED. IN H 18 PROPOSED 1 1/2" WEAR
w w _ AND LEVELING BY OTHERS
2. MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. —III =1 III -III f-III-11
CONIFEROUS S D IQ C111-III „III —in—in _.n ni=
STANDARD GUTTER FX
3. MANHOLE JOINTS MAY BE MADE WITH CEMENT MORTAR INSIDE AND OUT. X\ EXISTING 1 1C2" BITUMINOUS
PLANTING NOT TO SCALE BASE BOARD
EXISTING CB#5A ALTERNATING FRONT AND EXISTING 8" RECYLED BITUMINOUS
"B"TYPE CONCRETE CURB&GUTTER STANDARD STORM SEWER MANHOLE NO.2 (CITYPROJECT2002-05,06,07) TYPICAL LANDSCAPEAND SCREENING BACK VERTICAL BOARDS TYPICAL PARKING LOTSECTION
EXISTING CB
RE 854.00
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LEGAL DESCRIPTION PROVIDED BY CLIENT a
Q at part of Lot 40, Auditor's Subdivision No. 216, Hennepin County, Minnesota, lying W
That
1 I Q I North of the South 613.12 feet thereof. ❑
o I Together with
1 I The North 76.64 feet of the South 613.12 feet of Lot 40, Auditor's Subdivision No. 216,
Hennepin County, Minnesota.
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1 ®C.8.
' I I NOTES TO SURVEY.'
858.34 -
Orientation of this bearing system is assumed. TT
1 1 � This survey has been prepared without the benefit of a title commitment.
' JI 862.29 861.45 �iTlu�ir,1nll^ D"DI;Inv,
1 I ,r _ X Li I VIVIIivV V.: r,i,r,ilvv L I
o - - - _862_ - _ - - _ Concrete Curb I I I The right -of --way for Brooklyn Boulevard shown on this survey is based on Hennepin County Section mops W
= I 862.04 _ - 858 39 - and adjacent plat maps, no other information was provided to us by the client. U)
Ln 859.73 - _ _ _ _ 858.41 Edge of Bituminous g58.15 856.92 L� ¢
I i r,� _ - ' PJC. 1 2 - parcel is 41,926 S uare feet or 0.9625 Acres. ❑ ca o
Lc
�. -The area for entire
-29230 per R.L.S N0.1192 -- 857.46 I 30 30 r q a X
Concrete Sidewalk ' $9 57 00 284.6Z -North line of Lot 40 of Auditor's Subd. No. 216
1 1 / < For purposes of this survey, the underground utilities are shown in their approximate location based on W co
Nc - I survey data for the visible surface appurtenances and the City of Brooklyn Center construction plans. The r9 (o
I I X 859.37 859.59 858.81 Edge of Bituminous 858.59 858.20 I \ / surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, rn
860.16 I M either in service or abandoned. The surveyor further does not warrant that the underground utilities shown
° 861.06 I x/ I I n I I are in the exact location indicated, although they are located as accurately as possible from information
1 42 X I I Ln Ln available. The underground utilities have not been physically located. Prior to any excavation the excavator ro
v / 857.351 ° : is required to call 'Gopher State One Call" at 651-454-0002 for utility type and field location of > }
T
M �° I underground utilities. m M❑ W W
1 c 859.41 / I / W
I 860.02 859.25 I X
' 1 860.94 / I I Z Z Y O
U U C9 Z
w Wz W
I / I I L0 I ❑ ❑�❑I-LL
o 861.51 Edge of Bituminous
' 859.95 ° Inpn ir- \ x858.83 / Ln
MITI I)elnlnll^ X858.14 / 2 I00
• �, I l v Ivl I I v v U v l\ I v L i t o HARDCOVER CALCULA770NS ` N
I \
Q) I 859.29 857.67 `� 1 ILn TOTAL PARCEL AREA = 41,926 SQ. FT c N
I cV Edge of Bituminous 859.36 \ _ �` h
\ m° v N h °� I BITUMINOUS AREA = 22, 955 SQ. FT. 6 E >, >- o 0
860.24 \ 859.22 �I,� m I ,0 L= W 0 Z
Lo I F 861.61 861.05 I \
o
o I _° 22,955 SO. FT / 41,926 SO FT = 5479 COVERAGE L) -00 0 > N
1 II I \ \\ \� E 857.3,2 m o
\ o O_❑"-
1� Ilo \ ���� 0 3 a u c I (0a1 Z 0 c
co w � � v) _I a E ¢ .J
859.31 �� �° rn --- (n>, t6
m I -North line of the South 613.12 feet of Auditor's Subd, No. 216 \ W o \° I m_N
� -0 C c
860.2 s E - - - X-IC
x 858.60 �� ° °�c _ c u)
$ g %° 860.59 o x 859.26 \ ° o x I n° a�i o v
� j 861.09 I o ro J J \\ 858.02 3 - / L) j n o
\ \�J \\ -- °' w
3
co
o U o �`� \ x 857.5 I °) o ai
°
c a \
Q- U m N
CIA
x 859.54 xei59.05 11 I n I o
I I � 1 t o
X 860.49� \ \ \ 0. 0 1
I X860.96 860,40 as9\ ro I oCO
o I x 858.70 I i
• . ko
�858.16 -o�
I- South line of the North 76.64 feet of the South 613.12 feet of Auditors Subd. No. 216 60\ X \ ro / co 9
I �I / 860.76 - 860.75 Bituminous 860.56 \ \ _ \ \\ .�L 3� I 30 >a
42 - , r�
aHE O 861. E�'�-N $J GV BOO �� E PP AINC ZSJ. $ / - - -\ OJ v O m N
�MH 861' 861.65 860.92 Edge of Bituminous 860.79 / x -861-- 860.45 ` �v ILO o I o ° ce Q)
/ 861.44 861.49 861.18 \ x 860.88 y 860.18 I I °� - Ln SCALE: 1 /NCH = 20 FEET mod! y�ko
I I 860.82ol I In III 1 1^ - X860.$9 r [)n ir- x861.36 �\ X I 0 20 40 60 i 9 to1 2 W
x860.731 X I,II VIVIIIVVV i UI\IVL C
- - - - - v
co
°I 861.59 m I I I Scale in feet co
®'� o
I 861.89 /" ; / 861.56 - RE 856.86 I ® x
I a I E 850.97 o
I / w S M H I �� Q �
I / Existing Building / I L\1 W 1
I 862.65
I I I I LEGEND:
CONTOURS: 1' INTERVALS Q W
- \ INDEX N
INTERMEDIATE LL
I I 1 rll\I V� L_VI `rV
I I / O IRON SET \
/ I O IRON FOUND /
a SPOT ELEVATION J CZC
n x 360.5 G
r"� V U . .; V 0 IJ . i"v \ / . N 6 N I *LT. POLE LIGHT POLE
LO I I /oJp )ePP POWER POLE O W -I
I II
OS MH SANITARY MANHOLE M � J
Im � D @ M H STORM MANHOLE
I I I ®CB CATCH BASIN Z U O m O
g 3 I -b- HYD HYDRANT Z LL
II pd GATE VALVE >-
STREET SIGN Y L f_
I I I n a I TRANSFORMER O O O
II ® TELEPHONE BOX
I I I I I SANITARY SEWER ookly'n Cenier Planning COmmw ! M m
O /
o STORM SEWER , Y3 Chmn.��irz, � �,v-✓ Q
ti I I I I - WATERMAIN y. ^ O Z
Q I WOOD FENCE 0 D
L------------------------------j -vEIV
ED
cfl
II 60l I A f� E. 1 D' ®. SHEET NO.
MAY � I
1 (;fTY OF BROOKLVII GBITFR
o OF
N
P'I �. r --- _ - - - - - -r t- - -- -
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