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ACCESSIBLE PARKING
SIGN SEE 5/A1
3) ACCESSIBLE CURB
A 1 SCAI F- 1 IS" = 1'-r)"
14'-0"
T
VERTICAL CEDAR SIDING OVER
TUBE STEEL DOOR FRAME
WITH CEDAR LATCH
(2) 6'-0" WIDE x 5-6" HIGH
EDGE OF SLAB
01
CURB-
APRON
0
5 CONCRETE
SLAB ON GRAD
OVER COMPACTED
BACK OF
CLASS 5 BASE
CURB
FIN:
MOUNT GATE TO GROUTED
SOLID STEEL BOLLARD
- VERTICAL CEDAR SIDING OVER
TUBE STEEL DOOR FRAMES
WITH CEDAR LATCH
(2) 6'-0" WIDE x 5'-6" HIGH
I III
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L �LJ
ELEVATION 'A'
TRASH ENCLOSURE DETAILS
SCALE: 1/4"
BACKFILL W/ NEW
GOOD QUALITY
TOPSOIL & SEED
NEW
SITUMINOU
PAVEMENT
EXISTING —� `— CLASS 5'
SUBGRADE SOIL BASE
AGGREGATE
(a) B612 CONCRETE CURB
Al NOT TO SCALE
TREATED 6x6 POSTS
SET IN 12"Ox48"
SONOTUBE FILLED
WITH CONCRETE
TREATED
2x4 GIRTS
1x6 CEDAR
PICKETS
III
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0
I
00
d�
VEHICLE ID
REQUIRED
\ UP TO $200 FINE /
FOR VIOLATION
ON STALLS ADJACENT
TO 8'-0" AISLES ONLY
I I
(3� ACCESSIBLE PARKING SIGN
Al SCALE: 1" = V-0"
24 `0ry ` a
24'00 44"
4 75 p0
R 31 AS �>
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ENCLOSURE
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12"0
6 6" BOLLARD DETAIL
SCALE: 1 /2" = 1'-0"
6"0 STL PIPE
FILL W/ CONC
ROUND TOP
PAINT BOLLARD
30 LB FELT JOINT
MATERIAL TYP.
CONC. SLAB
2"0 FOOTING
2 \ 6' TALL WOOD
SCREEN FENCE N 86'49'35 E
63.16'
t\ co .
PROTECTIVE
BOLLARD 6
SEE 6/A1
13
S�SIpNCt � \ \ .
0 7 / K 310" CO�c 0,.
sra
sEgr K �s °'�K
\\ PROPOSEDD S.F. BUILDING 18 °24
/ o G
19,
ACCESSIBLECURB CUT
/ SEED TAIL 3/A1 24 �0 /
` 18' 0'0 /
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PA K,
/ \ Co 100 'O" S BgCG
By Brooklyn fAnter Planning Cc Iission
Dat(6
10 SITE DATA
/ 86/12 CURB (TYP) aNO, LEGAL DESCRIPTION
\ \ RADIUS DIM IS LOT 1, BLOCK 2, RICHARDSON PARK
5'-0" UNLESS NOTED / LOT AREA = 55,453 S.F. = 1.27 ACRES
\ \ SEE DETAIL 4/A1 / ZONING = C-2 — GENERAL COMMERCE
BUILDING SIZE = 12,800 S.F.
\\ r oQ \\ �p 10 �
LIGHT POLE 0 PARKING DATA
SEE SHEET L1 F l� rNG
o = \ qCK 12,800 GROSS S.F. AT
2 PROPOSED POND / / .
70% OFFICE = 8,960 S.F.
Q�� \ \ MONUMENT (BY OTHERS) 8,960 S.F. AT 1/200 S.F. = 45 STALLS REQUIRED
\ MO / 30% WAREHOUSE = 2,327 S.F.
NAGE
3,840 S.F. AT 1/800 S.F. = 5 STALLS REQUIRED
\ \ /\ \ \ \ \
/
T246.63, W J l
N EXISTING \
SITE PLAN
SCALE: 1" = 20:
50 STALLS REQUIRED
50 STALLS PROVIDED
1 ��CHAINLINK FENCE \ \ \ BUILDING DATA
r ^ �� \ / 12,800 GROSS S.F.
\ TYPE V—N CONSTRUCTION
�\ \ ` / GROUP B/ GROUP S-1 OCCUPANCY
4 FIRE SPRINKLERED THRU—OUT
6g
N �6 02
29.4 2 W
I i'ECEIVED
JU!. 2 8 2005
CITY OF BROOKIYN CENTER
L
A
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P E R T
A R
C
H
l.T E C T S
13837 NE Lincoln Street
Ham Lake, MN 55304
Phone:763.755.1211 Fax:763.757.2849
I a m p e rt01 a m p e rt—arch . c o m
ARCHITECT CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM DULY
LICENSED ARCHITECT LIND E
LAWS OF THE STATE OTA.
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SI ATURE �V
LE PE T
PRINT
13669
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Copyright 2005
Leonard Lampert Architects, P.A.
Project Designer: JAMES B
Drawn By. JRB
Checked By. LL/LML
Revisions
:J/ I I I UJ
UI I I
JUDMI I I AL
6/14/05
CITY
SUBMITTAL
7/21/05
CITY
SUBMITTAL
SITE PLAN
Sheet Number
Project No. 050422-3
6
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I A3 I I
FLOOR PLAN
SCALE: 1 /8" = 1'—(
PROPOSED BUILDING
12,800 S.F.
f a CFivr--D
in 2 8 2005
cay OF RROOwN CEWTER
L A M P E R T
A R C HI T E C T S
13837 NE Lincoln Street
Ham Lake, MN 55304®�
Phone:763.755.1211 Fox:763.757.2849
lamperf®lamperf—arch.com
ARCHITECT CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM� DULY
LICENSED ARCHITECT UNDO E
LU
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Copyright 2005
Leonard Lampert Architects, P.A.
Project Designer: JAMES .B
Drawn By. JRB
Checked By. LL/LML
Revisions
J/ I I/UU
VI I T
JUDMI I IHL
6/14/05
CITY
SUBMITTAL
7/21/05
CITY
SUBMITTAL
FLOOR PLAN
Sheet Number
�6 ,il�nl �uuh
Project No. 050422-3
TOP OF MANSARD
EL. = t119'-3"
SOFFIT BOTTOM
EL. = 112 —0 —
FINISHED FLOOR
EL. = 100 —0
11107idill
—
....
SOUTH ELEVATION
scAl F• 1 /R" = 1'-0"
NORTH ELEVATION
SCALE: 1 /8" = 1'-0"
— it
ASPHALT SHINGLES
PREFINISHED METAL
FASCIA
E.I.F.S. SYSTEM
ANODIZED ALUMINUM
FRAMES
PREMANUFACTURED
FIBERGLASS
COLUMN WRAP
CAST CONCRETE SILLS
FACE BRICK
SSED CAN
LIGHTS AT
MAIN ENTRY
mill
MEN
66
h'
Ilsll, p p
!
EAST ELEVATION
SCAT F- 1 /R" = 1'-0"
WEST ELEVATION
SCAI F- 1 /R" = 1'-0"
JUL 2 8 2005
CITY OF BROOKLYN CENTER
L A M P E R T
A R C H IT E C T S
13837 NE Lincoln Street o
Ham Lake, MN 55304 MR
Phone:763.755.1211 Fox:763.757.2849
lam pert®lampert-arch.com
ARCHITECT CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I ANLA, DULY
LICENSED ARCHITECT UjJ�I}E
LAWS OF THE STAT® OTA.
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Copyright 2005
Leonard Lampert Architects, P.A.
Project Designer: JAMES B
Drawn By. JRB
Checked By. LL/LML
Revisions
5/11/05 CITY SUBMITTAL
6/14/05 CITY SUBMITTAL
7/21/05 CITY SUBMITTAL
ELEVATIONS
Sheet Number
A3
Project No. 050422-3
J
18" MIN.
M SHRUB DETAIL
L1 NOT TO SCALE
—J 1"-2" ABOVE
m GRADE—
\
3x ROOTBALL WIDTH
(3) TREE DETAIL
L1 NOT TO SCALE
3" LAYER WOOD CHIP MULCH
TURN BACK BURLAP
SAUCER
PLANTING SOIL WITH
FERTILIZER
REMOVE WIRE AND PLASTIC
MAINTAIN TREES NATURAL
FORM BY PRUNING
BRANCHES FLUSH WITH BARK
PRUNE FOLIAGE ONE THIRD
DO NOT CUT LEADERS
STAKING AT CONTRACTORS
OPTION
PAPER TREE WRAP
SHALLOW MULCH NEAR TRUNK (1 INCH)
MULCH DEPTH 4"-6", 12" FROM TRUNK
MULCH TAPERS TO 2"-3" DEPTH ® PERIMETER
EXISTING GRADE
GRADE PERIMETER CUT
1"-2" DEEP TO HOLD MULCH
PLANTING SOIL MIXED WITH
MIN. 50% EXISTING SITE SOIL.
ACHIEVE PROPER SOIL TEXTURE FOR TREE.
IF UNKNOWN, MIX A SANDY LOAM SOIL.
LANDSCAPE DATA
100 POINTS FOR EACH OF
THE FIRST 2 ACRES
OR FRACTION THEREOF
1.27 ACRES = 127 POINTS
REQUIRED
DECIDUOUS TREES —
60 POINTS
(NOT TO EXCEED 63.5)
EVERGREEN TREES —
36 POINTS
(NOT TO EXCEED 50.8)
ORNAMENTAL TREES
— 7.5 POINTS
(NOT TO EXCEED 44.5)
SHRUBS —
31.5 POINTS
(NOT TO EXCEED 31.8)
135 TOTAL POINTS > 127 POINTS REQUIRED
T � '6U \(�
t
� J
250W METAL HALIDE
/
FIXTURE MOUNTED TO
BUILDING AT 11 FT A.F.F.
LIGHT THROW INDICATES
APPROX .5 FT/CANDLES
(1 LOCATION THUS)
/
PROPOSED BUILDING
LSO
c�
250W METAL HALIDE
FIXTURE MOUNTED TO
BUILDING AT 13 FT A.F.F.
LIGHT THROW INDICATES
APPROX .5 FT/CANDLES
(2 LOCATIONS THUS)
T�
N EXISTING T CO� TO BE REMOVEDVED
S
A
1 LANDSCAP
L1 SCALE: 1" = 20
LIGHTING PLAN
0
CT RC
L�
ZsOD
NpR
TH
PLANTING SCHEDULE
TYPE
COMMON NAME
BOTANICAL NAME
CITY.
PTS.
REMARKS
A
MARSHALSEEDLESS L ASH
LANCEOLATA MARSHALLCA
3
3 O
CAL B/B
B
SUGAR
MAPLE
ACER
SACCHARUM
3
30
2-1/2"
CAL B/B
C
RADIANT
CRABAPPLE
MALUS
RADIANT
5
7.5
2-1/2"
CAL B/B
B CAL
D
COLORASPRUCE
GREEN
PUN ENS
6
36
6' HIGH B/B
E
LEAF
SANDPURPLCHERRY
PRUNUSX
CISTENA
23
I 1.5
POT IN
F
NOT USED
---
—
—
G
'GOLDFLAME'
SPIREA
BUIMAL RAEA A
40
20
POT IN
PLAN NOTES
1. PROVIDE UNDERGROUND IRRIGATION FOR ALL SODDED AND PLANTED AREAS
2. THE IRRIGATION PLAN AND DETAILS ARE BY CONTRACTOR
3. VERIFY LOCATION OF ALL EXISTING AND PROPOSED UTILITIES
WITH PROPOSED PLANTING AREAS.
4. ALL LIGHTING IS TO BE DIRECTED
AWAY FROM ADJACENT PROPERTIES AND
DIRECTED AWAY FROM STREET RIGHT OF WAYS.
PROVIDE DOWNCAST SHIELDS AT ALL WALL
MOUNTED FIXTURES
NOTE: LIGHTING SHOWN FOR SCHEMATIC
PURPOSES ONLY. LIGHTING IS DESIGN BUILD BY
ELECTRICAL CONTRACTOR. CONTRACTOR
TO PROVIDE CUT SHEETS OF FIXTURES AND
PHOTOMETRICS PLAN UPON CITY REQUEST.
SOD7 \\
1
J I
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250W METAL HALIDE
/ \ FIXTURE MOUNTED TO
15 FT TALL POLE
J\ \ LIGHT THROW INDICATES
APPROX .5 FT/CANDLES /
/ / \ (2 POLES THUS)
1 /
\ \ LSOD7
D /
PROPOSED POND
MONUMENT (BY OTHERS)
SIGNAGE
94�6
0
RECEWED
JUL 28 2005
CITY OF BROOKLYN CENTER
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Drawn By. JRB, NJC
Checked By. LL/LML
Revisions
1. .-_
o/ 11/ Vo
tl I I
)UDMI 11IAL
6/14/05
CITY
SUBMITTAL
7/21/05
CITY
SUBMITTAL
LANDSCAPE/
LIGHTING
PLAN
Sheet Number
L 1
Project No. 050422-3
Gopher State One Call Note:
Any
person, prior to soliciting bids or entering into
a contract
for
excavation,
shall provide a proposed excavation
request to
the
notification
center to obtain from the affected
operators
of
underground
facilities the type, size, and general
location
of
underground
facilities, Affected operators shall
provide the
Information within 15 working days. An operator who provides
to a person who is not a unit of government may indicate
'
N
any portions of the Information which are proprietary and
may require the person to provide appropriate confidentiality,
protection, The Information obtained from the affected
W E
operators must be submitted with the final drawings used for
n
bid or contract. This infbrmatlon must be obtained not more
4r /
than 90 days before completion of the final drawings used for
S
the bid or contract, This requirement does not affect the
obligation of the excavator to provide notice of excavation as
y r (
required by law.
20 0 20 40
eae Scale 1 Inch = 20 Feet
s � �
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LIT
e' paor o cv " BIT16pN Hr ROCK CONSTRUCTION ENTRANCE DETAIL
I -. / S4N SIN S ♦ Uut i C'PfT' \\\ "OUg a Oa ,N R� T � � .__ ____ _
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♦ o £Sr pUT gp'I � \ RIM Ri, I4 � ,
_ ♦ o IEtp p� .
❑T2o NGS) cFL EAe 4
a 1 m �'.ankw! 6E' ER \� : �, CONCRETE HOlrJ SU Ope
0/ ♦�N �l�l /�,/ g4g �'.�wy� RUN, F�eLD MARY,IN6 .. �^- .`_ CLiP, P. public rood
um
cP .((a• '� -".. a` Rtt eas 2z Minim
.. v. ____-- v
/ •,�' //'2 g46 7x �� -//////�'\-�_��.�,� 4 r Uc _� ti r�ln s B41. T7 SW `ll/l///�// [aNCRETE SI .VALK i rC LIE -4 of —
_l B 1 /l// .�4 \ �,' S4. p 4., uE uc Minimum
L / ogy�6 erg` K lllllllllll z a S
CURB
�/ I(ll
p � n"1 4 � � lllllllll
1 _
p¢If T _ ` 3
B4
<�LP : / % �, Q y T "-2" washed rock
!t rt a Y! r' ' v A? / / / w \ \ P uy�l2' 4a a B45 OutletDetail
MH
r� FIN R47.70
.RIM P4iae-
ALP Pond Outlet Detail
a
� a5 RIM RI677 / G'r To 845.35
b / / I .. oP
11 " Orifice ® Inv 843.65
\ \ e4r 1 �` I4 / m/ 0/ o,;•
APPP❑ IMATE LIMIT
_.. OF FLOOD DIGITIZED F r' / I �1(_ 4 `
OF FLOODZO FROM - \ \
PANEL Jn151_0110, B ` Id \ FIRM COMMUNITYO � '06,' / / /
\\\\
�O 8 O ' G) 4" Orifice ®Inv 843.00
sa F'j \ \ \ BaS Tr e� :Q / /
eEFuiE \ \ \ e7> f00-YEAR FLOOD 4 .... / L_O . 'aRP a d PP' K 12" RCP
ENCLOSURE / fir- - R \ ��1 / Existing
ELEVATIO ER /-` RL r aas-ue araa-ooze aes'rAuaA js tra:,
FIRM COMMUNIT / /� pwr+FR. GENERA 6Alvncrl RE,rAURe„m
o ❑,,�E Inv B4z12 +/-
s,, PANEL NUMBERSnout" brand Oil —Plater
270151- B> /o o re.•�"�'�'— Separator. Submit
ELECTRIC �,� Detail to Engineer
TRAN:IF❑PMEP 12 ` 07-,�,j / / MULTIPLE TPUNfi/ MULT❑Nwnan `C
4' Dia
CONCRETE MH
CURE
840.12
4bz ..
0�/ t/i/a J�3
CS 0 I ... Y.'�.. 0
cHAIN uNu 'r' �•\, ����. 'nloi w", �d �� / /C�ib U""• :.,�'.
RIGHT OF WAv '� d � / a
: r A PLAN NOTES
•ass 4 r oss `� "'�3�I, ti / / '" ^ u' 1) Owner and Contractor shall obtain NPDES Permit for work prior to
r nr III ., u.n �\.� �4o� \�'\ /// "�. �, a4 •. .. .. / .. Flood Plain Mitl BtiOn .S'Um117ar
ul ^._ ... construction.
TF, dS=UPTAri�r :C❑NTP❑L ? RLE RN h I�C7 to _ •.'�. /
_TAT3❑ arc.. v.Ner• LIMITATION OF ACCES,, / T \� ♦ `. � l �.. �Yaar �/ - Existing Flood Plain Volume on Site: ) q
E E,,A m, _ E0E.4d5 lG:n z3 TO INTERSTATE a4 N I!� �� 6' 2 Construction Sequence:
SCHEDULE e trcM I4> /` I 1 Bgg17 844-6,472 SF a) Install silt stop fence and rock construction entrance
/till 11 843-930 SF b) Begin site grading
842-51 SF c) Construct pond first
T n Ar B 841.5-0 SF
RIc 1�,�/I/ ¢ e� �. d) Topsoil, seed, and mulch disturbed green areas within 14
E Mr of aqr wrC,yW o, Total Volume < elev. 844 = 4.600 CF days of grading.
LEGEND DIM AR ( n / �o" DR _ 3 e) Maintain erosion control until permanent vegetation is
a4 _ EXISTING CONTOUR LINE DENOTES DIMENSION MEAURED eS r V O C� AINQce & <1rILIrr �' WV 844-3,418Proposed SF Flood Plain Volume on Site. established, then remove silt stop fence.
1M1 TURING THE COUPSE OF -THE EASf '�
P-1 . .AIL k❑PING LOCA'fON SURVEY \, 'BEN)/ \ ��'� \ 843-2236 SF
\b \ 4 3) Required Sediment Storage below pond outlets=6,229 CF, based on
DENOTE RECORD DIME"MON i �' - 841.5-554 SF 0,5" Rainfall
MFI/�I NnF POLE 842-1,012 SF
+�\10 4A 'P VAI.VC (R) AS PER RECORDED PLAT OF CHAIN LINK
RICHAPIogN PARK RIGHT OF WAY - Proposed Sediment Storage below pond outlet = 6,499 CF
CDR CATCH EASIN FENCE Total Volume < elev. 844 = 4,800 CF
—ss— sAlatrARr SEVER -
LPo LIGHT POLESTORM -EIWER
4) MPCA Best Management Practices shall be followed. / 1�/f
Tfn TELEPHONE P.[Cf_F ��— WATER MAnI
10' Wide
�,. C, - JP 'E'r MONUMENT _ UE—. UNDERGROUND ELECTRIC Emergency Overflow
N< 4 E.. FIEMFFP 1?ap" L
Riprap 6 El 644.17 t! L 2. 8 2005
DIP DII(;TIL.E IRON PfPE _, IT__._ UNDFF,GR❑Cm1D TELEPHONE
RF.I Y: WFUPCED CONCFr:TE PIPE. CITY OF EROOKLYN CENTER
I hereby certify that this plan, specification, or report was prepared by me or under my o o T q direct supervi on and that I am a duly Licensed Professional Engineer under the laws Lot 1 , BI o ek 2 Richardson Park Sheet
of the Stat o innesota� o Nelson
Engineering
R. Nelson Engineering 3 7/26/05 Netr layout z 7/5/05 1Vetrlayout Drainage, Sewer. and Watermaln Utility Plane 17
2 4 1 6115105 Update Plan Roger W. Neiso -- —�- ----
# DATE REVISION pate gay 12, 2005 __ License# ,438g 1628 Highway County Hwy 10, Spring Lake Park, MN 55432, (763) 784-7390 CI ty of Brooklyn Center 1