HomeMy WebLinkAboutPC APP NO. 98001 PEP BOYS 6900 SHINGLE CREEK PKWYPBBCREUT
PBBCRETO
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/��c FEE OWNER: NORTHWESTERN BELL TELEPHONE COMPANY No HENNEPIN CO. P.I.D. NO.: 02-118-21-21-0001
Q SAW CUT BITUMINOUS PAVEMENT
o� AWAY FROM LIP OF EXIST. GUTTER
TO BE844 . REMOVED
DRIVEWAY ���� 842.65 843.17 DESCRIBED NEASEMENT AREA-.- 845;301 WITHIN
E 841 1 .0
845.07 845.24
/ _.5 844.63 844.78
� X 43.54 X 843.60 '�, 4 .
= 4 �j --- FOUND IRON MONUMENT X 843.84 ' RE=845.20`, � GB N89007'45"E
------------------------------------ IE=839.45 N - -- 337.91
o�l�j�m�
x 845. p RE=844.59 0 REMOVE CURB -8
® ® 10 FT. BUILDING & PARKING SETBACK LINE -- - 845.09 �E � GUTTER
/ - - - - - -
V l 0 --- -- / /----- /---- // 85.35 L p Cg 84 .
0cl
�RIgB�FFT /pF - '' �/ a 845.88 845.07 g E.
W/pTN R/w 842.94 / / / 845.35 845.53
Rpq pwq y j�� QGe / 846.7 N, L
/ �G� ry 846.23 <
43. 0 845 22 `>
/ < / x 5. REMOVE TREE
N E2
---=----- - ------------------ ---- / Q
--- --_ _- { 0 / 845.52 / RE=845.5414J 0)
1 G'
---------- - / IE=.838.93
4 ,4 0 / STRIP ALL SOIL CLASSIFIED
42 �Q AS TOPSOIL IN THE CONSTRUCTION
.� �, 846.64/ 8 60 X 846.07� �G LIMITS AND STOCK PILE
84 .2 x 4455 11�
t 0.,
X Q� QP SAW CUT &REMOVE
Z am?
844/78 Q �� 46.2 `� BITUMINOUS PAVEMENT
6.2 846.7 `
j v Q 847j 2 ,
0 2 Q 84 - 845.75 845.32 846.09
�! SAW CUT CONCRETE
�
2 �Z �/ / / _ SIDEWALK & CURB & GUTTER
/
_ o C) 84 .4 / X 845.7
E ` RE=845.29 `ti 845.48
IE=838 40 845.92 846.36
DRIVEWAY EASEMENT PER
DOC. NO. 4773098
846.29 845.84
845.66 846.05
- - -- - -7
845.17 845.55 '/
---------- x 845`71 /
X 845.23 0
845.13 84 80 CB 845.44 - -® 846.22
84
18" RCP 18" 845.74
CB RE=845.08
845.5 IE=840.20
RE= 1 845.91 845.41
IE=8
846.21
8 .25
72
3 " 846.29
76 845.76
SAW CUT & REMOVE
BITUMINOUS PAVEMENT
FOR STORM SEWER
INSTALLATION 847.29
COLUMN RELOCATED SEE
o
j m 845. 3 u ° oc �F 846.85 ARCH I TECTURAL ELEVAT I ONS
v S /} i / 845.05 p ti�9� SAW CUT BITUMINOUS PAVEMENT t r
` / m RE=845.41 (.1 845.38 SFy 1 FT. AWAY FROM L I P OF EX I ST.
v I RE=845.17 6 S' O
�_/ IE ; 830.88 IE=838.40 v 845. u6TF,� GUTTER TO BE REMOVED. REMOVE L O T
v , ; % �✓ I 845.01 845\ Tye o TAB CONCRETE SIDEWALK &CURB &GUTTER
844.01 X 84 ' -
T� x ;%84/5.36 c0/1 846.35
/^ 843.55 845/05 oZcu �� REMOVE THE STRIPING ,
_wj J / 846.85
q FOR THE 18 SPACE
844.76S
m v __O EXISTING ONE STORY BRICK BUILDING
cu a845.17 ST RE=845.07 OLF
o 845.34 844.88v IE=838.42 P,y STREET ADDRESS: 5900 SHINGLE CREEK PARKWAY
C� Q °p tr> 45.14 0 / 844.6�, 0
o Z co dam- `� �n 845.16 Q- "A0s p C 1
'� 2 ° 844 8 / N 845.02 L T 7�
ti Q // ^� W x 845\1,5 845.14 \ CB Sq 846.40
oz � p ^� �. ` - h" - - v E-844.41 , - 90 846.7 - - - - - - - - - - - -
Nz 4� �HH �- 844.66 845. 1 GQ L_ \1-838.35 FS ----------------------
846.08 846. 6
� 0 C 844.6 4 61 \ 2 BLOCK
4.88
\ �45.04 8 45.3
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SCALE IN FEET
CIRCUIT CITY
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844.1.3 `',
`
-
PLANTER
/
`844.43
/
-
844.89 844.
844.34 I
845.12 845.18
0
846.
50 -___;
844.46
844.63
845.61
846.13
846.�7
846.78
I
; --- /
CB
I
846.79
943.77
844.47
/
RE=844.01
L
- - - - - -
45_53-
'��
846.21
846.41 0
846.1
846.70
IE=837.78
845.09
11
i I
BITUMINOUS PAVING
946.36
1p 844.37
`� 844.48
=
844.69
X 845.24
X.8,45.63
X 846.00
X 845.99 \
I
X 846.02
a
_
844.96
RE=844.01
I
Qs
RE=845.88
4
845.99 _
4
844.24
IE=837.59
CB
845.01
I
845.69
846.10
IE=836.38
845.69
g�3.g2
84.4.32
844.28
845.56
,L"
J ;
844. 0
844.71 43.46
845.4�45.47
343.36
846 .10
845.59
846.08
845.5845.57
846.06/
846. 845:62
846.09
a -
844.73
�-e
844.75
N86007-42W
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845.17
S89012 56
F�
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843 57
Q 843.38 J ,.�1 I 845.57
i' 843. hDch�,O ;, N
�'j°0' _ DRIVEWAY EASEMENT 'PER
843.37 ' S TRAFFIC
SIIGNALS4PER I I DOC. NO. 5628361
DOC. 463121
842.95 '
I
LEGEND
I
WATER
OU
UNKNOWN MANHOLE
'
SANITARY SEWER
c
GAS
i
STORM SEWER
E
BURIED ELECTRIC LINE
t
- - FOUND IRON MONUMENT
SANITARY SEWER MANHOLE
T
BURIED TELEPHONE
OD
STORM SEWER MANHOLE
TREE -DECIDUOUS
TTRAFFIC
SIGNAL
SIGN
GAS METER
-6-
HYDRANT
GUARD POST
0
GATE VALVE
®
TELEPHONE BOX
❑ CB
CATCH BASIN
GHH
HAND HOLE
LIGHT
E� ;
ELECTRICAL BOX
;13; TITLE INSURANCE COMMITMENT SCHEDULE
B ITEM NO., SEE REFERENCE NOTES (TYPICAL)
a
0
LIST OF UTILITY OPERATING AUTHORITIES
GAS - MINNEGASCO 612-342-5200
ELECTRIC - NORTHERN STATES POWER CO. 612-630-4366
TELEPHONE - U.S. WEST TELEPHONE CO. 612-773-5680
CABLE TELEVISION - KING VIDEO CAN 612-531-4411
SEWER AND WATER - CITY OF BROOKLYN CENTER 612-569-3300
BENCHMARK
TOP NUT HYDRANT WEST OF BLOCKBUSTER VIDEO
ELEVATION = 848.93 FT
By Broold;m Center Planninp Commission
"slaty/ / Chmn J
LAND DESCRIPTION
ALL THAT PART OF LOT 1, BLOCK 1, BROOKDALE SQUARE 2ND ADDITION, ACCORDING TO THE
RECORDED PLAT THEREOF, HENNEPIN COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE ON AN ASSUMED BEARING
OF NORTH 89 DEGREES 07 MINUTES 45 SECONDS EAST, ALONG THE NORTHERLY LINE OF SAID
LOT 1, FOR 337.91 FEET; THENCE SOUTH 00.DEGREES 47 MINUTES 04 SECONDS EAST FOR
126.00 FEET; THENCE SOUTH 00 DEGREES 55 MINUTES 32 SECONDS EAST FOR 150.84 FEET;
THENCE SOUTH 89 DEGREES 12 MINUTES 56 SECONDS WEST FOR 343.36 FEET, THENCE NORTH
86 DEGREES 07 MINUTES 42 SECONDS WEST FOR 43.46 FEET; THENCE SOUTH 53 DEGREES
25 MINUTES 20 SECONDS WEST FOR 54.15 FEET TO THE WESTERLY LINE OF SAID LOT 1;
THENCE NORTHERLY FOR 318.73 ,FEET ALONG SAID WESTERLY LINE ALONG A NON -TANGENTIAL
CURVE CONCAVE TO THE EAST, RADIUS 1554.55 FEET AND CENTRAL ANGLE 11 DEGREES
44 MINUTES 50 SECONDS, THE CHORD OF SAID CURVE BEARS NORTH 16 DEGREES 05 MINUTES
00 SECONDS EAST, TO THE POINT OF BEGINNING.
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TIRE STORAGE ENCLOSURE
ROCK FACE CONC. MASONRY UNIT 84u43.29 00 0
Q f i /..a.P, n G 21 STORM DRAIN LINE o
X«,; \ ,c 81 HIGH, ROCK FACE CONC. MASONRY UNIT �- TO SCISSOR LIFT WELL
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V `- !: \L�. t !\� 5; 0``� \ SINGLE CENTERED COLUMN
, 38 8 DIA STEEL BOLLARD, PAINTED,
COLOR TO BE SELECTED BY ARCHITECT
n ram. / 61
t,F'� 6PROPOSED PEP BOYS FACILITY
l 1 S 84
v i (RETAIL)
\ ` STRIPE (4"WHITE) <' 6.8:;
R `` t PARK NG SPACES 9 FIRST FLOOR ELEVATI0N=847.00 FT.
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SHEET NO.
DATE
REMARKS.
ISSUED FOR BID:
ISSUED FOR PERMIT:
NO.#
DATE -
REMARKS.
ISSUED FORBID:
ISSUED FOR PERMIT. -
57
t'%C'1L97
I �cewED
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rE�,y��r���� n'�,���" 1\•
Professional of record proclicing 05
an fndividoal.
RALPH R. SHAW'
PROFESSIONAL OF RECORD
PHONE: 314-821-1100 .
DRAWN BY
WIC
CHECKED BY
RRS
PROJECT NO,
797403
DALE
PRELIMINAI-'\Y
BUILDING
ELEVATIONS
SHEET NUMBER
K 4`11`
o PRvo 97-06,
R Right Hcnd REL'6011