HomeMy WebLinkAbout2003-008 - Unassigned Address - 2 lots north of 6000 Brooklyn Blvd' sawcuT 6 1ST
I e
AVE. NO.
1 ' I HOPE O 19.61% a Iq i
MH 2 Y�
RE 856.0 (VERIFY) Qla I o
IE 852.00
REMOVE & REPLACE 600 0 1
I S.F. 5' SIDEWALK I o 10 20 42
104'-15' HDPE I SCALE IN FEET
0 48X11PI LEGEND
EXISTING PROPOSED a
I CONTOURS:
1 I SAWCUT & REMOVE 8' L, "`^^""6 W�OINDEX
INTERMEDIATE
1 l BITUMINOUS SURFACE AND
858.34 REPLACE WITH A MINIMUM OF ! I SPOT ELEVATION WOW 00;w
q 4' TOPSOIL SEED, MULCH, I ,-
862.29 861.45 AND PLANT TREE AS SHOWN DIRECTION OF FLOW am% awx
Q o T ____--_-:.--__--" I PRIVACY _ STORM SEWER MANHOLE
I ? 86204 - - 96z - - ,(i •% 858.39 __ 858.41 858. 15 FENCE 856 I
859.73 '�! I ( _ _ - - _ _ _ -�-.<_ '� 8__.._.___ - __- - -fB58.20
_.-_ 857.46f - / 15m LIGHTPOLE LT.
-- - - 1
I� .-.-�. j'.. 858.81 858.59 HYDRANT .�
N
859!37x 859.59 y.. ,. } ,.T 1 m VALVE i
T
I - - - 861.06 ( 7 860.16' .P� -SOT- ---�, - ---------------- CATCH BASIN .
1-- O• 4 B 12 CURB 45-1S' HOPE 857 3 j'D I \j I iti ui
1 3' NOSE DOWN �_._ x.,859.25 k11q�`m� SANITARYMANHOLE Pj • .
O 2.38X x.. 9; I I'
N, TAPER TO SIDEWALK 8 x 1 SPNITARY SEWER -�- (�7 cYi J Jt
- (VMM
' i65250 i
1 1 856.5d
I: 1 x - -_-"-.--xg6094 -- 860A2 EXISTING RE 857.57 1gl 1T �o WATERMAIN
!Z 59.95 "V 86L51 - - v BITUMINOUS 5 x858.83 _� 858.14 IE 853.57 1 1' STORM SEWER
I I', B612 CURB _ -__-
+ 860 24 x ! fO K w
859.29 SETBACK y
- 657. 7 ^ v! 8 a�i w a
C" ( 861.61._ --- ID
m m rr FENCE `
Iq'� _ R-3250-A- I 1 0 g
x857, I ? I PARKING STALL COUNT O ,`4 v
"ai m 612 CURB 10' PRIVACI�' I •I
3' NOSE DOMM 8OUTFALL GUTTER) FENCES BITUMINOUS TO BE REMOVED -Ea
1 TAPER TO SIDEWALK 's EXISTING _.I I - ..
BITUMINOUS �: BITUMINOUS TWO ROLLS OF SOO JJH ofoD w Ea 12
'x 858.60�,860.20 (x860.5x85926NOTES e
861.095�1. CONTRACTOR IS ADVISED THAT EXISTNG UTILITIES ARE SHOWN N THEIR5 . 16 857 5$ Rn i [ APPROXIMATE LOCATN)N AND HAVE BEEN TAHEN FROM INFORMATION SUPPLIED BYxTHE CITY OF BROOKLYN CENTER, THE ARCHITECT, DEVELOPER SURVEYOR AND THEB612 CURB-� li s I I OWNER THE ENGNEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
I P PRIVACY COMPRISE ALL SUCH URLFTIES IN THE AREA NOR THAT THEY ARE SHOWN N THEIRCE/ I EXACT LOCATION. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRKKl TO
COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL IMMEDIATELY BEx859.05 f mBROUGHT TO THE ATTENTKKJ OF THE ENGINEER x 24 21' 21' 30' 20' 01 'M / 2. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, TO BE
460.49 860.96 (I ..�.. * I { USED FOR ALL CONSTRUCTION STAKING ACTNTTIES. IF ANY DISCREPANCIES BETWEEN I Ix ^ 86 XISTING = -/ TN ESE PLANS AND THE DIGITAL FILES EXIST, NOTIFY ENGNEER IMMEDIATELYFORl-JITUMINOUS ftESOLunON.r_3' NOSE DOWN3. DIMENSIONS SHOWN ON THIS PLPN METO FACE OF CURB3' N--.�,. TAPER TO BITUMINOUS ® TAPER TO BIS---____ i 4. B612 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PRIVATE PROPERTY.AID A TTAPER REQUIRED WHERE NOTED.860 75 860.56 NG STALLS TO BE STRIPED WITH A W DE WHITE PA Z.
61.1 _ - - n 1 �f Im DVARKPAINTED STRIPE, 30 DAYS y Z.
T� _ _ °RF _- _ _ 8 _ I } rp AFTER FINAL WEAR COURSE INSTALLATION. �° - • t>r V
JMH 861.SI 861.65 860.92 S6Q79 / * - _ x860.88 860.45 I JI I y m
x _
x860.82 860.89� x861.36 861.44 861.49 861.18 860.18x\ + !,,1 m - x m 66.�. 'ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WT1H LOCAL ORDINANCE. 2 Ty
ace. x860.73' ® II �II _. _ __ _. _- / L_/"' TOPSOIL 6 SEED WHERE NOTED. 4 ?h a
11 E I 861.58 pCLEAN EDGE OF EXISTING BITUMINOUS AND SAW CUT IF NECESSARY. APPLY TACK
x Al
I I P.t 8 6.N COAT TO EDGES AND INSTALL NEW 8612 CURBING. m o
861.89,..g_y=j��7Ti7Tj881.58 I I 1 Ic A40.9i 1
M� I PARKING w H w a o tl
4" CONCRETE MH 2 LT ASI{I PARKING STALL COUNT: 56 REGULAR STALLS V
SIDEWALK RE 85. 00 I LANDSCAPE
j I TIE 85200 I 1 -
lil I ! -1 EXISTING CB
854.5 RE 854.GO I T'� 5-212'BB AMERICAN LINDEN
IJ,I','il TIE 849.89 _ {�JS
CONCRETE INGS
„41 �II�I-__
M. 10" _-\ -.JI l oASHI ?� B-I'll BLUE SPRUCE
ro
WALLS SHALL BE CONSTR1 2" / 1
OF PRECAST SECTIONS WHE(_-BOULEVARD-� I ;I _J Z
r POSSIBLE. WHEN PIPES AR-T- 1 I SCREENING W
'I OR LARGER, THE BOTTOM OF -_ T / I n J Z Ci
t MANHOLE MAY BE CONSTRVSTEPS L 27' DIA. CLCL
R �Y OF MANHOLE BLOCK "2..'FED
16' O.C. 5" I�/' 9-S HIGHx10 LONG RID CEDAR PRIVACY SECTKXJS SPACf�A710'. O Y J W
SPEC{t Of C Ij
PRECAST ECCENTRIC CONE ,-- ��1 f"l'll B612 CURB m
6" POURED BASE FOR ALL MANHOLESI` AS REQUIRED 5'H x 10'L RED CEDAR �,AND GUTTERZLL W>LESS THAN 14' DEEP. INCREASE BASE'I15` HDPE �PRIVACY SECTIONS J J LL Q 0
2' PER 6' OF DEPTH BEYOND 14'. 5" ING 15" SPACED AT 10' � Y � d Z
W=12' B612 OUTFALL GUTTER MANHOLE LESS THAN 14' DEEP. ()OO'10' O0 O WW-18' B618 VARIES O O Z FI 00CIRCULAR CAP BOARDW-24" B624 0 CO. 'PRECAST BASE MAY BE USED FORI � 64" VERIFY DIFTH CONNECT TO F070� \ m LL
NOT TO SCALE ��\ _CD LL
? EXISTING EXCEL EXISTING T \ II-J - -
„�, N0�• ENERGY 6 WAY /\ 15'--111-1MI1-11 L11I I 0
r ..I CON
d NOT TO SCALE co
I T 1. WHEN MANHOLE DEPTH IS LESS THAN 8' OR CASTING IS RECTANGULAR, A SLAB
vs - - - - - - - 1WE
TOP SMALL BE USED IN PLACE OF THE CONE. THE SLAB SHALL BE SUITABLE FOR
AASHTO HIS 20 HIGHWAY LOADINGS. THE SLAB SHALL BE ON A MORTAR BED.
2. MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET. ILA,, II FINI_ 'GROUND II II'�= 118 PROPOSED 1 /2" AR
�1-11 AND LEVELING (BY OTHERS) $HEFT NO.
STANDARD GUTTER
3. MANHOLE JOINTS MAY BE MADE WITH CEMENT MORTAR INSIDE AND OUT. CONIFEROUS L EXISTING 1 1/2' BITUMINOUS
PLANTING NOT TO SCALE BASE BOARD
EXISTING CBrA EXISTING 8' RECYLED BITUMINOUS /
FTYPE CONCRETE CURB&GUTTER STANDARD STORMSEWERMANHOLEN0.2 CITYPROJECT2002-05,06,07 TYPICAL BACK VERTICANATING L BOARDSRONT / F
� ) TYPICAL PARKING LOT SECTION
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l 862.29
---a62------ c-amrte aro 1
86204 _ -
----.------,f-
1 ; 859.37
860.16 x
861.06x
D I R T
/ 859.41
aso.o2
860-94 .
Ivhlv�
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860.24 \
i 1.61 861.05 I
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- Saud, /Me of the North 76.64 feet of Me Soul
T RAC T A
858.34
BITUMINOUS PARUNG
858.39 858.41 Edge of B1wmMaus 9`
-- 292.30 per R.LS. NO.1192 - -
W 284.52 / -Nord, /be of Lot 40 of Audit-b Subd No, 216
85881 Edge of B/turmmaas w 858.59
856.
857.46
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857 3 1
A
\ x858.83
x858.14
/
859.29
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859.22
859.31
-Nord, lure of the 61112 feet of Audit-'s Subd. No. 216
\ W
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f 61112 feet of
Audit-', SLbd No. 2/6
860 75 eEege of
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860.76 - Itummous
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85T32 a I\
856.02 I
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- 61.
8976'00- - 7 w� _ 259.81
861.65 I 860.92 Eege of BitumMars 860.79 -N 61 -�/- 860.45 \
\ x860.88 Y 1
861.49 S6L18 1 860.18
x/ I
I I 860.8 860.89 861.36
\ �L'iTvrviilvvv : DRIVE
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861.59
II 861.89„JG�� S6L56 I
KyYy l W I
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61ST
AVE. NO.
LEGAL DESCRIPTION PROVIDED BY CLIENT -
711ot part of Lot 40, Auditor's Subdivision No. 216, Hennepin County, MinNorth
of the South 613.12 feet thereof.Together
with
DNo.
fie North 76.64 feet of the South 613.12 feet of Lot 40, Auditor's Sub
Hennepin County, Minnesota.
I
NOTES TO SURVEY:
I06-totion
of this tooling Oism is -ed.
This su y has been prpored without the benefit of a title commitment,
fie right-of-way for Brooklyn Boulewrd shown this wrwy is based on Hennepin County Section maps
o
and odpcent plot mops, no other Mf otion w P-fded to us by Me client.
- _The
area for entire parcel is 41. Square feet - 0.9625 Acres.
F purposes of this w y Me underground utilities are shown in their approximate location based on
-y data for the viable surface appurtenances and the Oty of Brooklyn Center construction plans. the
)or makes no guarantees that the underground utllities shown comprise all wch swit/es in Me area,
either in service - abandoned The suyor further does t woront that the underground utiities shown
in Me exact /oration fndicoted, although they ore locoted as urate/y os possible from inf ation
awllab/e. The underground utilities hove not been physically /crated. Prior to any -nation the ..--t-
Is required to can 'Gopher State One Call' of 651-454-0002 f- ublity type and Feld /oration of
I
underground utilities.
HARDCOVER CA!ttirunays.
TOTAL PARCEL AREA - 41,926 SO. FT
B/NM/NODS AREA - 22,955 SO. FT.
22,955 SO FT / 41,926 SO FT - 54 7T COVERAGE
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SCALE: 1 INCH = 20 FEET
0 20 40 60
Scale in feet
0
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m m W cd J
L7 3 U W LL Z
C0
w qa = 3 w
LEGEND:
CONTOURS: VINTERVALS
INDIX
ry
INTERMEDIATE
Q
O
IRON SET
\
IRON FOUND
/1'I Z CID
x 660.5
SPOTELEVArroN
J 2
r*. aac
LIGHT POLE
fro
POWER POLE
O w
(S)MH
SANITARYMANHOLE
m Z J LLL,^LLL
@MH
STORMMANHOLE
W co V
0.
CATCHBASIN
xYp
HYDRANT
J Z O 3: IL
O
I
STREETSIGN
O Y 1O
p
TRANSFORMER
TELEPHONE BOX
Q
N Z N
11L 0m LQL
SANRARY SEWER
LLI
STORM SEWER
WATERMAIN
O Z
WOOD FENCE
m
SHEET NO. /
1
OF 1
W=12" B612
W=18" B618
6 W=24" BEF94
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SAWCUT & REMOVE 5'
i I BITUMINOUS SURFACE AND
` 858.34x REPLACE WITH A MINIMUM OF
1' 1
4" TOPSOIL. SEED, MULCH,
li
�"' �'' 86229 861.45 AND PLANT TREES AS SHOWN
lli`t�
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- -
PRIVACY
o ' ' 8F x x 1 858X 858.41 858.15 FENCE
L 862.04 856.92
x
- - -- _ x
x 859.73 _ �- --- - - - - _ _ - 857.46
11, 800
X
858.8I 858.59
_-- -- -58 20
m
x 859.95
1
1
859,..37. 859.59
0 °
l
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,Ao,
24 - 3
NOSE DOWN g
cam+
TAPER TO SIDEWALK
x
x 859.25
Lo
cA
x:860.02 859.41
Xz
_ - 860.94
EXISTING
0
861.51
^,
BITUMINOUS
.
85883
B612 CURB
x
B612
612 CUI
1;
-*�
x
859.36 859.29
860.24 - - x x
g61.05
R10
861.61 y
859.22
x
8
-
B612 CURB 7
.3' NOSE DOWN
'C '
. .
OUTFACE GUTTER) -
TAPER TO SIDEWALK
o
-
859.31CL
t
rn}
x 860.20 0l
x 859.26
tD
�00
C�12
e i 5 _ ---1-
° PLANTING AREA WITH r-
COMMERCIAL EDGING _
859.81 ---------
x 859.54
CIA
co
- -14 20' ' - _ 24' =- 21'
860.49 5' -
EXISTING -
/ 15' BITUMINOUS
O
r
u->
13612 CURB - --- `)
CB 1 kr
RE 857.48
IE 854.00
858.14 x N I -
R-3250-A CASTING R
5 0
L0
00
19/1
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10' PRIVACY',
FENCE' ' v
EXISTING
BITUMINOUS y
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c x 858.60 cv o
5
a o. \! cO
- �}Lo
co
LO
Lo �y
x °0
TWO ROLLS
- --- - � OF SOD
-- __ - - B612 CURB � ��
859.05 _- _ _ - ----
- - x
j' I o
21' 30' 20o y M
ao . Lo
J i oc) 1
00
W i
3' NOSE DOWN
TAPER TO BITUMINOUS
,20- I GAL. -- - -- -
MOCKORANGE ® 5' O C. 860 75
12
_ _ aox
-,
x 860.76
860.56
`ou X
86
�_, j pp
I I X. X t - _ OHE--- ----
861.82 860.92
- - --- OHE X 860.79 _:
E
-._-- -
OHE - _
X -- 4-
861.65
861.44861.49 --- x
861.18
x860.89
x861.36
x860.82
x 860.73_,_,
3' NOSE DOWN
TAPER TO BITUMINOUS
861.59
j
861.89x
x
x861.56
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a`IC OAK
OU TFALL GUTTER
STANDARD GUTTER
'S" TYPE CONCRETE CURB & GUTTER
?ekes"�9 :daS:
A..LOW CA7CH, SAM �.
UET,AL 511
CM Can WIO PAW
SHALLOW CA TCH BASIN
00
860.45
x
\
(6
x860.88
1
Lo _ 00
x
? 0' PRIVACY
i
FENCE
I n iF; tir
�I
198'-15" HDPE
(N
® 0.35%
� T
it
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a
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STMH 2 t
RE 857.5 - °1
IE 853.4
NEENAH I q
R-1733 CASTING
33'-15" HDPE v
® 0.35% {
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11
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REMOVE AND REPLACE
SIDEWALK EXISTING IN -KIND
CONNIECT TO
EXISTING
it CATCH BASIN v
IE=853.30+/- 11
-_L_..-_Ait
5' 1
N
0 10 20 40
SCALE IN FEET
LEGEND
EXISTING
PROPOSED
CONTOURS:
INDEX
INTERMEDIATE
SPOT ELEVATION
000.00
000.00
DIRECTION OF FLOW
a00%
OM%
STORM SEWER MANHOLE
LIGHT POLE
=`; LT.
HYDRANT
VALVE
Q
j
CATCH BASIN
SANITARY MANHOLE
;
SANITARY SEWER
WATERMAIN
1
STORM SEWER
��-
SETBACK
- -
FENCE
PARKING STALL COUNT
O
BITUMINOUS TO BE REMOVED
BITUMINOUS
TWO ROLLS OF SOD
NOTES
1. CONTRACTOR IS ADVISED THAT EXISTING UTILITIES ARE SHOWN IN THEIR
APPROXIMATE LOCATION AND HAVE BEEN TAKEN FROM INFORMATION SUPPLIED BY
THE CITY OF BROOKLYN CENTER, THE ARCHITECT, DEVELOPER, SURVEYOR AND THE
OWNER. THE ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA NOR THAT THEY ARE SHOWN IN THEIR
EXACT LOCATION. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL IMMEDIATELY BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
2. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, TO BE
USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY DISCREPANCIES BETWEEN
THESE PLANS AND THE DIGITAL FILES EXIST, NOTIFY ENGINEER IMMEDIATELY FOR
RESOLUTION.
3. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB
4. B612 CONCRETE CURB AND GUTTER IS PROPOSED FOR ALL PRIVATE PROPERTY.
AND A T TAPER REQUIRED WHERE NOTED.
5jPARKING STALLS TO BE STRIPED WITH A 4" WIDE WHITE PAINTED STRIPE, 30 DAYS
AFTER FINAL WEAR COURSE INSTALLATION,
6. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE.
714" TOPSOIL & SEED WHERE NOTED.
®MILL 1' WIDE x 1" THICK EDGE OF EXISTING BITUMINOUS AND SAW CUT IF
NECESSARY. APPLY TACK COAT TO EDGES AND INSTALL NEW B612 CURBING.
PARKING
PARKING STALL COUNT: 56 REGULAR STALLS
LANDSCAPE
5 - 2 1/2" BB AMERICAN LINDEN
8 - 6' BB BLUE SPRUCE
20 -1 GALLON MOCKORANGE
SCREENING
9 - 5HIGH x 10' LONG RED CEDAR PRIVACY SECTIONS SPACED AT 10'.
B612 CURB
5'H x 101 RED CEDAR It AND GUTTER
PRIVACY SECTIONS
SPACED AT 10'
10'
CAP BOARDS VARIES
5'
18"
FINISHED GROIJNt�
CONIFEROUS
PLANTING NOT TO SCALE BASE BOARD
ALTERNATING FRONT AND
TYPICAL LANDSCAPEAND SCREENING BACK VERTICAL BOARDS
RECEIVED
LPROPOSED I I/2" WEAR
JUN 19 2003 AND LEVELING (BY
OTHERS)
CITY OF BROOKLYN CENTER EXISTING 1 1/2 BITUMINOUS
EXISTING 8" RECYLED BITUMINOUS
TYPICAL PARKING LOT SECTION
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\ D
LEGAL DESCRIPTION PROVIDED BY CLIENT
That part of Lut 40, Auditor's Subdivision No. 216, Hennepin County, Minnesota, lying
North of the South 613.12 feet thereof.
o I Together with
Q_ The North 76.64 feet of the South 613.12 feet of Lot 40, Auditor's Subdivision No. 216,
1 I T E:),A"T r, I �° CIo I Hennepin County, Minnesota.
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I N I r\ I I
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a NOTES TO SURVEY.-
Orientation of this bearing system is assumed.
858.34 ( _ I This survey has been prepared without the benefit of a title commitment.
ITI I►AIA 1/11 I^ E)A L)1<I�I/1 I /1T
862.29 861.45 �Ilvlvlll�vv ru.r.11vv �_vl I The right-of-way for Brooklyn Boulevard shown on this survey is based on Hennepin County Section maps
' _ - Concrete Curb and adjacent plot maps, no other information was provided to us by the client.
w - - - - -862- - - - - ' 858.41 Edge of Bituminous 858.15 856Ln
.92 Ln ILn
862.04 - 858.39
- -
The area for entire parcel is 41,926 Square feet or 0.9625 Acres.
„ I r. \- I e - - - _ - - - - .�. I I - 292.30 per R.L.S. N0.1192 857.46 30 30
l / For purposes of this survey,
the underground utilities are shown in their
Concrete Sidewalk 89'57 0Q" 284.62 -North line of Lot 40 of Auditor's Subd. No. 216 _ _ ; a - p p y, g approximate location based on
1 I survey data for the visible surface appurtenances and the City of Brooklyn Center construction plans. The
NC x surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area,
859.59 858.81 Edge of Bituminous 858.59 858.20 \
� I 859.37 I / I � either in service or abandoned. The surveyor further does not warrant that the underground utilities shown
860.16 l l o I are in the exact location indicated, although they are located as accurately as possible from information
861.06 x / / I available. The underground utilities have not been physically located. Prior to any excavation the excavator
' Ln
42 Z x / 857.35 ° I I is required to call "Gopher State One Call" at 651-454-0002 for utility type and field location of
x I I underground utilities.
' a I
I o I B60.02 / 859.41 859.25 I /
1 B61.51 Edge of Bituminous I /
Ln
O a 1 r1 [) I� �� \ 858.83 858.14 / Z I -c 00 ( HARDCOVER CALCULATIONS:
859.95 I,�, \I v L_ 1
81 I UIv111vvU� / > I ° I I� O
,I
859.29 857.67 Q I I h TOTAL PARCEL AREA = 41,926 SQ. FT
q
N I Edge of Bituminous 859.36 h
860.24 859.22 � \I`1 BITUMINOUS AREA = 22,955 SQ. FT.
m� N
I g .05 A
\� o o ° I co I 22,955 SQ. FT f 41,926 SQ. FT. = 54.77. COVERAGE
861.6I
66 I \ 857.32 �, I
' � I
m �, 3
o, o I a)
a p I 859.31 �\ \ W \q) � _ • -
I m 00
a I A� \ -North line of the So
613.12 feet of Auditor's Subd. No. 216 U°
-_ _- _ Iow
I x -� �, \ X 858.E 0 \ � o � v � x I
860.2� �I _ I 860.59 x 859.26
_ - 1
3
o 861.09 I w `JJ 858.02 I /
I \ q) �q�� \ x 857. 5
o '�
U S c a /
i I 859.81
i o
3 ` x 859.54 X\a59.05 I\ l
ILC
\ ` �\ I' O x
X 860.49 I t 860.96 860.40 � � � � s�� � � I � I /
I
I x x �- 858.70 \
I I 858.16 Ln
L w I - South line of the North 76.64 feet of the South 613.12 feet of Auditor's Subd. No. 216 86C'\ x ro I /
Edge of \ \ \ 13D 30
860.76 860.75 Bituminous 860.56
-- _
42 _ 861. /�� p p - I00
' I OHE O E r Y CJ9 26 �00" E PP ANC 259. CJ 1 - ` I�
861. 360.92 Ede of Bituminous 860.79 ! x -861- _ - - - 860.45 I ILn SCALE: 9 INCH = 20 FEET
I S�MH I 861.65 9 \ �860.88 1 Ln Ln
861.44 861.49 861.18 I �°� - 00
I 860.89 861.36 860.18 I x i
0 20 40 60
I I 860.82'.jITI IA AI<\I/11 I`, x � n�)n rr_ x o
CZ
x860.731 x (�IIUIVII14\/U - i Lll\IVL_
I
I ®C B ' oI 861.59 ' m f I I I REI 856.86 Scale in feet
I I 861.89 M 861.56 IE 850.97
MH
I I I Existing Building I ( I
862.65 I �)
I I I I LEGEND:
I I I v
CONTOURS: V INTERVALS
INDEX
INTERMEDIATE
II I 1) A -r r\ r- I nT A r\ O IRON SET
I/ • IRON FOUND
x 860.5 SPOT ELEVATION
- - -� r-\ v v . ; ; v L� LJ . i\v u . I I � v1 PS LT. POLE LIGHT POLE
I / LC) CO 0 I �PP POWER POLE
11
v 11, I SO MH SANITARYMANHOLE
m OD M H STORM MANHOLE
CIO
I I D I ®CB CATCH BASIN
IO b I -6- HYD HYDRANT
I I I z3
I v GATE VALVE
I I I STREET SIGN
•� o
I I I IT] TRANSFORMER
o L TELEPHONE BOX
II ( SANITARY SEWER
II STORM SEWER
I�-- WATERMAIN
I I
I I I WOOD FENCE
I I RECEIVED
60-1 A Tl�'. /VO* N 19 2003
i CITY OF BROOKLYN CENTER
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SHEET NO.
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