HomeMy WebLinkAboutPC 3955 PRE PLATAsphalt Shingles
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Vinyl Clad Wd.
casement Wdw.
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2 "� Side Elevation
Rear Elevation
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Vinyl Siding 4 Trim
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2936 Eve t Lane Nal h
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Amh 60 e43aB.��VO
(763) 43 34
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Exterior
Elevations
CITY OF f ROOKLYIN GBiTEH
136'-3 1/2"
34'-1 3/4"
34'-011
34'-fD"
34'-1 3/4"
4
g
A4.1
A3.1
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1
°
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°
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9
3 1
7
3
A4.1
A4.1
A4.1
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4
A3.1
A3.1
Unit A4.1
Uni$ A
Unit A A4.1
A4.1 unit B
See Sheet A5.2
See Sheet A5.1
See Sheet A5.1
See Sheet A5.2
1
i
A4_1
A4.1
IL
j
I
9
A4.1
i
A3.1
;
26'-5 3/4°
Igl_4"
521_g11
151_ ¢II 26'-5 3/4"
"1 Coiner
Level
Flan 5uilbin!
A, l3uil®lin
5 Rev.
136'-3 1/2"
„
341-011
34'-1 3/4"
A4.1
A3.1
I
I. I
I
Unit
See Sheet A52
A4.1 Unit A� A4.1
Sea Sheet A5.1
I 6
Unit A
See Sheet A5.1
3 Unit
A4.1
See Sheet A5.2
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A4.1
A3.1
26'-5 3/4"
15'-41F 921_8"
lCj'_411 261-5 3/411
Upper
Level Man Building
A Building 5 Rev.
11_011
jr'�' (lt i", ;( OKLYN CENT"
J .
Ev®� Lane Noldh
LI2NIV Guth, IWInnesots 55"
D .aa m
I heieD��g!I S U181 V18 Vmd
MR ny or un F i rmy �
I u tvb on tlAnl i oast ®du
or the
® of INinun�d
Lmm �
rFe*&-
ITOown I�'1100 f[ 1' es
3965 ( 9th Ave. M.
BrockOyn Center W
Floor Plans
6i'10n 121-0" 10-3 1/2" 4'-10 1/2"
I ,
10'-0"
I
i
m
Dinin
0 103
i-
Livin
101
6'-41/2" 4'-5"
Kit.
r 104 5" 5" CIO. 5" 5"
102
36/80
1 _ �
`" CIO. m
60/80
110 `o
Hall
,on
ar -
0
32/80
Bath � �
106 2 109
32/80
rn
101 _
CIO.
108
5'-II"
i Upp mr Level Flan Unit A
13'-6"
6'-11" J. 4'-31/2" .
BROOM FINISH SCHEDULE
ROOM
1110.
ROOM TITLE
FLOOR
BASE
WALLS
CEILING
Notes
MAT'L
HT
01
Entry/Stair
sht. Vin.
Wd.
Gyp., Pt.
Gyp., Pt.
02
Closet
-
-
Gyp,
Gyp,
03
l5asement
-
-
Gyp•
Gyp.
04
Mach/Laundry
-
-
Gyp.
Gyp,
05
Garage
-
-
Gyp-
GIyp.
101
Living fan.
cpt.
Wd.
Gyp., Pt.
Gyp- Pt.
102
Closet
cot.
Wd.
Gyp., Pt.
Gyp., Pt.
103
pining Rm.
Cpt.
Wd.
Gyp., Pt.
Gyp, Pt.
104
Kitchen
Sht. Vin.
Wd.
Gyp, Pt.
Gyp., Pt.
105
Nall
Gpt.
Wd.
Gyp, Pt.
Gyp, Pt.
-106
13athrm
sht. vin.
Wd.
Gyp, Pt.
Gyp, Pt.
. ROOM FINISH SCHEDULE
ROOM
140.
ROOM TITLE
FLOOR
BASE
WALLS
CEILING
Notes
MAIL
HT
101
5edroom
Cpt.
Wd.
Gyp., Pt.
Gyp., Pt.
108
Closet
Cpt.
Wd.
Gyp., Pt.
Gyp., Pt.
109
5edroom
Cpt.
Wd.
Gyp., Pt.
Gyp., Pt.
110
Closet
Cpt.
Wd.
Gyp., Pt.
rasp., Pt.
I Keynotes
Oj Min. 22" x 30" Attic Access Panel, Coord.
Location w/ Roof Frm'g, Provide Min. 30"
Clearance to Str. Overhead
OSmoke Detector, Coord w/ Elec.
OBathrrom Exhaust Fan, Coord w/ Elec.
07
("ff Y OF sno`l"'atl CcRIiF
lI i -
rh
A540 ftwerem Lane ®P9pi
Ry.uul®tL h, P InnewN 55"
Nch tech e4�laa.a =
Q763$ 43 34
CerlB esdon:
I hwebv cOT* that #6 Drawing was
preps by me or under my dlred
auPervlelon and that I errs a duly
M tl a et� ool under the Laws
rewlel
\ Rog. No. Dew
PreJeol: -
Townhomes
F=3rc.>c�>kl��ii C;r-_�ntr€�i' MIDI
Prober No.: 0501
Date:
Prepared By: ss
Reviewed By epb
File Hama: 3p148.dwg
Salpt
Revlebrre:
/ SPoeet Vltla
Unit Y61
Mans
Sheet Number
Q� ❑ `�
2935 Evemst Lane Nc�
Rymputh, Mlnn 5
(783) 4< f.-8434
rconsuftnt
34'-1 3/4"
34'-2"
12'-0 1/4"
10'-6 1/2"
4'-1"
12'-0"
4'-10 1/2"
ON
El
V-5 3/4"
i
i
-
(P
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B
i
ON
�Wp,0- H OM
B
he�abv ON that this Deer ns
prepardd�y me ar under my d9
1
0
`^
aupendeton and that I am a duty
rej(dered ArchlEedunde®the Lis
09 tho State of Mirmesoh
+0
ON
Rag. No. Dub
hlnln
�
-
,
i-
03
LIVInc�
B
101Laund/Mech
7TGoWnhol
04"es
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W-4 1/2"
4'-5"
3'-6 1/8" 3'-ra 1/8"
LD
ON
32/80
CIOSet
Ywit.
104
��
5"
5" CIO.
5"
5°
-
02
�)Ave.
N.
-
t0
102
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3ro/80
®Ir®®�Q�yn Canter MM
ON
tY
m
1
an
fi
CIO.
110
m�/�
Hall
$
Ca r.NO
;� 1�/ 30/80
105
s
m5
-
Stair
01
32/80
3
S.fi�m.
d
�^
Sa th
109
NJO
10ro
2
32/80
101
��
II
61
ON
.9
CIO.
'd
108
NIO
NW
13'_(0"
6'-Il"
i
4'-31/2"
f�olc*t Fto 0501
DeOe
Jill
20' _6 a
T-2 11
Prepared Bp SB
W. epb
File Name 4p148.dwq
3'-S 3/4"
18'-0"
4'-8"
T-2"
Script
Ravlelcvue;
I
I
Show Tiffe,
Unit 5
Mars
REC
irr
f' Y Ct C MOKLYN3 CENTER
Sheer Number
AU
1� Upper
Level
Man Unit 5
2 Lower
Level }plan Unit 5
I Ce
V
Ex.MH-San
V
Rim=86263
Inv-845.83 Ex.MH-San
Rim=860.88
/nv=844.38
,�-N. line of the NE 1/4 of !-ex. B6 curb & >- gutter I
% the NW 1/4 of Sea 34
g62-
69tH --- AVE - - -
N.
m ex. B6 curb & gutter--- 30068 NE
County Monument at the
r i=
ro N895145 ./ NE comer of the N the
$ � E14
150.34 --� ` j: ig6 /ln7xr��--888i5922 _ NW 1/4 of Sec. 34, T. 119,fR. 21
x 86 7 x 861.49 x 861.13 x 860.72
h cone. s w .
- x 863.24 x 862.79 ? I
- • 863.03 i�-862 /andsea
Benchmark - --47 = �_ rea
R/R spike in E � Z64.10 6 - F-
864.59 face of P.P. i_ �! m /
dev-866 47 ° J x 865.16 ®® ?
(N.G.V.D. 1929) 11 0 30 I 30
36"pine x863.48
fF .v le
O x 863.58
° 867.31 31 24inop/e I
24"aak AREA = 1.00 ACRES
W m x 865.02 -fFder- 06
x B�1.5 86569 x 863: r�k Q I
Nn y x 864.70 �58 x4.09 /
va° I x 864.52 I I
FFGor- 2 L I I
hx864.
863.E 3 ` °
;:• \ x 864.26 54 N W
shed ° / N'UWater U
-J.z.,..LN ° o
® x 86381
•'V� x 863.8E1E Q ��
shed 15.4t i u ^
: 86334 I L I: I& 2
I V lJ \. : 864.59 - I W Z
A
I r, xvU'�i Ll.. x 863.03� _r
/-I V U• x 862.99 x 863.15 cony pad x
86356
x x 863.41
62�69357 x 864.88 I �� a
x 862.44
1 j�
x 863.02 x 863.1 863.98 x 862.86 x 86308 j
x 864.77
' �k/ x I I Ex.MH-San (stub)
RIm=864. i'3
863.16 x 86343 0 864.36 I _
fence x 862.83 ,: l x 864.851 1 /nv-854.73
1 .34 1.>7f x x 864.18 10 Pine fA
589�45'W i y
`�- Ex. wood pet -wall - x 860.45 300.68 Pine �.. gsGar-- Ex Garage `ern i
Q Pine
x 859.94 1 �, \ I 30 I I
L) l ^ ex. 86 curb-1
x 861.02 I
Ex. Apt. Bldg. & gutter
861.27 GE
x.r@_
x 860.19 ;' / 7 rii
l;i;��o�r�., r;
® denotes existing well SURVEYORS No7ES CITY OFr,gdr s
denotes
notes catV box
boundary
ydimensions
are surroundingand plats indicate .that the Lego/ Desdiption:
[]j denotes telephone box lines and to not of right angles. be measured along the I
denotes hydrant 2) Lego/ Description is from Hennepin County tax fie Westerly 150.34 feet of the Easterly 300.68 feet of the North 289as
74 feet (
denotes gate valve recorder in o transfer of property the /ego/ description rmeas'� along the center line of France Awnue) of Lot 3, Auditor's Subdivision No.
on the certificate of title should be used.. 25, Hennepin County, Minnesota, according to the record plot thereof.
Re nested B
denotes iron monument found Certificate Of Survey q -BY--
-
herebyNor
certify that this survey,
* denotes iron pipe set & Topographic Survey eport was prepared by me Veb Site. Revised:and marked as shown: rmy direct su ervisionon part of Lot 3, -a duly _Licensed Land nd •of�oclates.com
C 1 8 Devnlommeln t under the laws of theMinnesotdenotes soil borin Date: Drawn 9W�tDivisionSt.9 Auditor's Subdivision No. 25, ev- scale: cnecl<ed ay: TTO�uDato I�1�5537denotes percolation test hole , 3
Hennepin County, Minnesota 2/25/05 D.N.A. 1"=40' E.J.O.tt SSOCIATES Ph-'(763)682.4727gab Na.
Far'(763)682-U22License 4343 Engine�ts and Land Sa�tveyols, Inc. - 05- 0062
II
:-ex. B6 curb & gutter
- -N. line of the NE 114 of i
r the NW 1/4 of Sec. 34
i
1
TH— A� -Hennepin County Monument at the
% it300.68 - NE corner of the NE 1/4 of the
...�...— 30 0 30 60 90
"� �-•. NW 1/4 of Sec. 34, T. 119, R. 21
it N89.51'45"E i -
150.34 curb &gutter \'�.• - -T
— Scale. 1 = 30'
j `�>33.07 M I �. TOTAL AREA = 1.00 ACRE
33.07<._ �tlandscape I } — — — 44 5 AREA LESS 69TH AVE ROW = 0.89 ACRE
'
® � - - area_ _ - - I 1716 SF DEVELOPER:
_ - Benchmark o o CBR DEVELOPMENT
3
_ �+ ^ � I 5' ATTN� TOM ROLLINGS
R R spike in E. '�.. - - - m o
face of P.P. r V V RChT {� ®=�,• 30 30 0
\, 10 I I I I � 4550 WESTON LANE
Elev=866.47 O
I �'-DRAINAGE & 45.07 I PLYMDU7H, MN 55446
I 612-770-8885
AUD•
(N. G. V D. 1929) 52.21 N
� L
I I UTILITY EASEME, �
:\
'— I 1 — _ — — -- 17.93 W I 1496 SF DRAINAGE AND UTILITYEASEMENTSARE SHOWNTHUS:
FF.EIev= LL
867.31 I _2S II —ev — I 15 - I . I
x 18.11 I ! 9 I 1 I I BLOCK LINE TYP
LOT LINE, TYP
I ► I ----I----------cr)i----
it I, \'�°J� I o M 1496 SF
v-
N ^ �: BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,
FF.Gar= -..� Z 1 I <y _ W
863. 62 A, i j I I N I r , I ^ I AND LOT LINES, AS SHOWN ON THE PLAT.
oo`O Water Tower V I of Zw SETBACKS:
Z I N ;t ro 0 5' 4 1716 SF FRONT = 50'
sheI o w z I N SIDE = 20'
d
REAR = 40'
J. w � I I ► a� Z
shed 1.4 I 25 I W w 44 5 VI CI NI T Y MAP
Shed �...-..:_._.. ' L O T T YPI CA L
w I : 1 —' 69TH AVE NORTH
SUED. I I ¢ 4 115 fence
4
I
o I► � Z
6.0 I I I �' PROJECT LOCA77ON Apo c'�
18.04
i
10
65.38
58.24
i I
fence --2f< \--------- INTERSTATE 94
—1— -�(
A 7f ! I denotes existing well
denotes cats box
S89 51'45"W 300.68
Ex. :rood Ret-wall FF.Gar= Ex. Garage M denotes telephone box
862.76
.� �30 I 30 i -6- denotes hydrant
( I M denotes gate valve
ex. 86 curb-: I I
D, &gutter I �
Ex. Apt. Bldg.
Legal Description:
The Westerly 150.34 feet of the Easterly 300.68 feet of the North 289.74 feet (as
measured along the center line of France Avenue) of Lot 3, Auditor's Subdivision No.
25, Hennepin County, Minnesota, according to the record plat thereof.
B/ BrooklynCenter Planning Commi'-on SURVEYOR'S NOTES:
Date /ra Chmn 1) The surrounding R.L.S. and plats indicate that the RECEIVED
boundary dimensions are to be measured along the
dines and not at right angles: MAY 10 70057
2) Legal Description is from Hennepin County tax
records, in a transfer of property the legal description CITY Or BROOKLYN CENTER
on the certificate of title should be used.
_-Ell I
PROJECT NO:
DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED Web oci DEVELOPMENT
®� I� A
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT vrww.otteassoclates.com CBR v M PRELIMINARY PLAT 2-05-0062
M.P.C. K.D.K. I AM A DULY REGISTERED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA �� 9 West Division St
CHECKED huffelo, �N5 13 TOM ROLLINGS DATE:
M.P.C. QSOCIATES Fax(763)6,23522 BROOKLYN CENTER, MN SHEET N0. 1 OF 4 SHEETS o4iosio5
Martin P. Campion REG. N0. 19901 Engineers andLandSurveyors,►nc.
DATE:
i
V
Ex.MH-San
Rim=862.63 Ex.MH-Son
Rim=860.88
Inv=845.83 > Ex 18" PVC Inv=844.38
> > > > > > > > > > >—
N. line of the NE114of -ex. 86 curb & gutter
1
the NW 114 of Sec. 34
T Ex.MH-San
Rim=861.87
i In v=853.91
1
t -
;T 300.68 /—Hennepin County Monument at the
EX.MH-San ! & GUTTER TO MATCH Ex. CB "- f NE corner of the NE 114 of the
Rim=863.64 i' EXIS77NG ex. 86 curb &gutters Rim=859.82 NW 114 of Sec. 34, T. 119, R. 21 s0 0 s0 60 90
Inv=852.40 /n v=857.12 �.•
APPROXIMATE.... \. ,
/ . wk. scale: f" = 30'
conc
33.07< &WATER SERAREA = 1. 00 ACRES
�. VICE iI I
j' landscape
- - - - - - - - - area —
Benchmark
R/R spike in E.
face of P.P. 1- OUTL�IT A
Elev=866.47 �. 101 I o 30 30
(N.G V.D. 1929) �• I ...-DRAINAGE & -3 I I i
HYD W I UTILITY EASEMENT;.
6" GV� I RIM=863.50 `.
I i
I;
I 1 cn I I \
^ a�
��
I �r
Z CL I Water Tower ci
I 2
i ;� I
® I 10'
248
5 I _�
f%
SUED.
A UD i co C. pa
I"
I I I 0
OMlNCT TO EXS/TING 1
lO6 C/P
10 J { J 16 x8 WET TAP _ �
0o I Ex.MH—Sa (stub)..
STUB 8" DIP WM ! — " I Rim=864. 3
!NV^856.20 8 D1P WM 8 Inv=854.
STUB 8" PVC SAN SEWER " 8" PVC SAN SEWER —
fen, ce —INV=956.42,-r._ y
8 1 \� gONNECT TO EXIS77NG MH
\ I i I V=855.25
NOTES:
1. ALL 8" D.I.P. WATERMAIN SHALL BE CLASS 52
UNLESS OTHERWISE NOTED.
- Ex. vrood Ret-wall 300.68 _ 2. ALL 8" PVC SANITARY SEWER SHALL BE
SDR 35 UNLESS OTHERWISE NOTED.
I 3. SANITARY SERVICES SHALL BE 4" PVC SDR 26.
%30 I 30 4. WATER SERVICES SHALL BE 1" COPPER WITH
I -1", CORP.
n I 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52.
NO. y ex. 86 curb-' '
R. � • S.
� � 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS
& gutter I AS NECESSARY WHERE WM HAS BEEN LOWERED, TO
AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS
SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST.
7. EXISITING UTILITY INFORMATION PER RECORD PLANS
8. EXISTING SEWER AND WATER CONNECTIONS SHALL BE
ABANDONED AT THE MAINLINE. 69TH AVE SHALL BE RESTORED TO
EQUAL OR BETTER CONDITION.
RECEIVED
NAY 10 2005
CITY OF 8 OOKLYN CENTEF
DESIGNED DRAWN 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED Web Site: PROJECT N0:
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT wwncottoassoelates.com ^ ®�` , ^
M.P.C. K.D.K. I AM A DULY REGISTERED PROFESSIONAL ENGINEER K \v/ 1{•J1MY n�Et'11A�A1Ap�/ UTILITY PLAN
7T pAI
UNDER THE LAWS OF THE STATE OF MINNESOTA 9WestDlvtsionSt PRELIMINARY M NAR I V T i 1—LAN `L'05-00�'2
ENT
CHECKED T Buftlo,UNW313 TOM ROLLINGS
M.P.C. Fbt (763)682d727
ssoC►Art DATE
Martin P. Campion Fax: (763)6824522
KtVINUNS DATE: REG. NO. 19901 EEngimersand Land surveyors,tna BROOKLYIN CENTER, MN SHEET NO. 2 OF 4 SHEETS 04/08/05
-_
V
ExMH-Son
Ex.MH-San
Rim=862.63 Rim=860.88
Inv=845.83 Ex 18" PVC Inv=844.38
> > > > > > > > > > > >—
:---N. line of the NE 114 of I: -ex. B6 curb & gutter
f
/ the NW 114 of Sec. 34
Ex. MH-Son
R1m=861.87
i In v=853.91
l...-Hennepin County Monument at the
j 300.68 r� Ex. CB / NE corner of the NE 114 of the
Ex.MH-San 1 �:' & GUTTER TO MAJfgfl , "L --R�859.82 NW 114 of Sec. 34, T. 119, R. 21 30 0 3o 60 90
Rim=863.64 i` _EX/S77NG ry y514 E -,$6 curb &` ut _ - -_
In 852.40 :ram 150.3 9 Inv=B 12
Scate: 1' = 30'
' conc. ,t ••' AREA 1. 00 ACRES
33.07<.1 PED RAMP, TYP �� `>s I
i A.
r•.. landscape
0 _ area
- - - - Benchmark --,...�_ o .•--- -—
R/R spike in E. �,�� �� C�iNH o
face of P.P. r 129i _3. 0
Elev=866.47 _ 10 1 0} j I / �y�ti ( 0 30 I 3
(N. G. V 0. 1929) \. I o v �RA�
'1
a) &
!Ii 'I
�j v
� FF.Elev= I-�'v-I--------I
2 867.31
3 3 Or 4. 0' 26' 0" i 20 0' !
_3-0' y2. �de Ora
oN�
FF. Gar=
863.62
Z I 00 Water Tower Z
I Oo O
shed !LQ! Z I a
Goo.
shed 115.4 !
_ 25 I `;
shed �.:._..._..._.:. '
SUBD• i I ¢ co C. pa I► T i I ,
A UD,
4 Z I fence-' ,
jI 4 I I TAPER CURB TO
! MA TCH EX. BIT.
B 612 CONCRETE
9.0' �... ! CURB & GUTTER, TYP R_25
10 � - _J i _ -- J TYP. �-�` MATCH EXISTING BIT
I Ex.MH- (stub)
R=15' Rim= 4. 3
Inv- 54.
CB 5.0 CBMH f B-B
150.34
5.0'
S8951,45"W _
1•._ Ex. wood Ref -wall FF. Ex. Garage 00.68
F.
862.76
�30 I 30
SO
595 . ex. 66 curb-� I
R.L. . & gutter I
Ex. Apt. Bldg.
F-IECEIVED
NOTES NAY 10 2005
,. ALL STORM SEWER SHALL BE RCP
2 DRAINTILE SHALL BE 6' CORRUGATED PE W/ GEO TE)MLE WRAP. CITY OF BROOKLYN CENTER
4
5 s os KOK DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED Web Site: PROJECT N0:
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT www.oftoassociates com C B R D E / E L O p M E T
M.P.C. K.D.K. I AM A DULY REGISTERED PROFESSIONAL ENGINEER V 1 PRELIMINARY SITE � STORM 2_05_0062
UNDER THE LAWS OF THE STATE OF MINNESDTA. 9WestDivision St.
CHECKED eoffaio,MH55313 TOM ROLLINGS
M.P.C. ATES Ph: (763)6824727 DATE:
NO. DATE BY RE1DEISCRIPTION ONS rpA�SSOCI
� P. Campion REG. No. ,sso, Engineers andlana6arveyorsincFm(763)6823522 BROOKLYN CENTER, MN SHEET NO. 3 OF 4 SHEETS O4rosi05
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Rim=862.63
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i Hennepin County Monument at the
n Ex.MH-San ! cc �- & GUTTER TO MATCH 300.68 Ex. CB - �..•\ �/ NE corner of the NE 114 of the
Rim=863.64 N /, X/SANG ex. B6 curb & guts'` �6 2 r 859.82 NW 114 of Sec. 34, T. 119, R. 21 3o - 0 30 - 60 so
In v=852.40 I (n v=85'R 12 ffiq
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x x 863.41 \ 5 MIN. LENGTH POST
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x 6 7 FE=865. o ,
1 0
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FABRIC ANCHORAGE TRENCH.
x 862.44 x 862.86 •0 cp6 9 x' 863.98 864.77 I �' I DIRECl10N OF BACKFILL WITH TAMPED -
R ROCK CONSrnucnON ENTRANCE i :�'I I RUNOFF FLOW o NATURAL SOIL
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• i I ► SILT FENCE DETAIL
30 30 I SF -SF -SF -DENOTES SILT FENCE
x 859.94
0
595
R.L.S. ex. B6 curb.- I i
utter I
Ex. Apt. Bldg. .02 & 9 I
x 861.27 x861
GRADING NOTES
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
x 860.19 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE RECEIVED
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES
2. ALL STORM SEWER SHALL BE RCP MAY 10 2005
3. DRAINTILE SHALL BE 6' CORRUGATED PE W/ GEO TEXTILE WRAP.
4. YARD DRAIN SHALL BE PRINSCO CBSCO 12 OR EQUAL CITY OF BROOKLYN CENTER
i
I
DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Web Site:PROJECT NO:
M.P.C. K.D.K. I AM A DULY REGISTERED PROFESSIONAL ENGINEER wwwattoassociatescom CjBR DE\ /ELOP� /�E1 T PRELIMINARY GRADING PLAN UNDER THE LAWS OF THE STATE OF MINNESOTA 9WestDivisionSt \/
CHECKED BuBalo, MN 55313
T TOM ROLLINGS 2-05-0062
DESCRIPTION M.P.C. Ph:(763)682d727
Martin P. Campion Land
I=(763,682.3522 BROOKLYN CENTER, MN A C A u DATE:
REVISIONS DA1Tw REG. NO. 19901 Engineers and Land Surveyors, Inc. SHEET N O . 4 O r `� S I 1 E �S 04 /0$/OrJ
Enter ekit/nn►
i
Shrub Planting Detail
No Scale
Approved tree wrap to be applied pdor to winter season.
�� •
Do not allow backfill or mulch material to come into contact with root collar.
Wood mulch or other specified material. (3"Depth) aZr
Backfill with loosened soil Indigenous to site.
v
nwtA
*NOTE., Tree to be staked & guyed only on an as needed basis.
r
— I Commercial grade black poly edger
Wood mulch or other specified
4" material to be placed at 3"depth.
Shade Tree Planting Detail Backfill with loosened soil indigenous to site.
Level Location - Na scale
0
PLANT SCHEDULE
KEY QTY COMMON/BOTANICAL NAME SIZE ROOT REMARKS
Overstory Deciduous Trees
SUM
3
SUGAR MAPLE
2.5
BB
Acersawhamm
MSA
2
MARSHALL'S SEEDLESS ASH
1
1 Fraxinus pennsyNanica 'Marshall's Seedless'
6.
spade
Overstory Coniferous Trees
BHS
6
BLACK HILLS SPRUCE
Picea glauce densata
6'
BB
WHP
9
WHITE PINE
6
BB
Pinus strobus
Shrubs & Perennials
RTD
1 35
RED TWIGGED DOGWOOD
Cornus semea'Baileyt
coot.
AWS
20
ANTHONY WA tRERSPIREA
Spiraea x bumalda'Anthony Waterer'
#2
coot.
GENERAL PLANT/NGREQUIREMENTS
All plantings shall be true to name and size in accordance with American
Nurseryman's Standards.
Planting soil shall be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand.
All plantings shall be guaranteed for one year (365 days) from date of acceptance.
Landscape Contractor shall replace any dead or damaged plants at no additional
cost to Owner during the guarantee period.
All trees shall be staked and wrapped as shown to details on an as needed basis.
Sod shall be cultured Kentucky bluegrass, free of weeds and clumps. Landscape
Contractor will water at time of installation and roll al/ sod as needed to assure a
smooth turf. All slopes greater than 3 to 1 shall be staked. Any sliding of sod shall
be replaced by Landscape Contractor.
A complete irrigation system shall be installed to provide 100 % coverage of all turf
areas.
All areas where sod and mulch touch shall have commercial grade black poly edger
as shown in details.
All shrub beds and areas indicated as receiving wood chip mulch shall receive a 3"
deep layer of 1"sq. 2"sq. hardwood chips free of leaves, twigs, and other
extraneous debris over weed barrier fabric. All ground cover areas shall receive a 1"
layer of wood chip mulch with no weed barrier fabric
All trees shall recieve a mulch ring measuring 3' in diameter for deciduous trees and
4'in'diameter for coniferous trees.
Landscape Contractorshal/be responsible forlocating all utilities by actual location
in the meld prior to any planting operation.
of rr I,I CenterI .xmRequIrements
Points Required:
Multi -Family Residential (0 2 Acres): 90 Points
Points Proposed:
5-2.5" Dia. or larger Deciduous Shade Trees = 50 Points
90-6' Ht. Coniferous Trees = 36 Points
35- 12" Dia shrubs = 27.5
Total Proposed: 113.5 Points
Two 6" or larger deciduous trees required for residential
development of this type. Two 6" Marshall's Seedless Ash are
provided to meet this requirement.
RECEIVED
MAY 1.1 2005
CITY OF BROOKLYN CENTER
MARKELL - LABEREE
DESIGN GROUP
895 PARK KNOLL DRIVE
EAGAN, MN
I hereby certify that this plan was prepared
Lyme or under my direct supervision and
that I am a duly registered LANDSCAPE
ARCHITECT under the laws of the State
ofMumesota.
Lee Markel]
Date.
License No.
PREPAREDFOR'
CBR DEVELOPMENT
NO.
REV/S/ON77d
9
CHANGES PER CITYCOMMENTS
DES/GNED.• JK I
SHEET,•
DRAWNX
CHECKED.• LM
DATE.' 5.10.2005