Albertville Plaza 2nd Addn (1) BIG PLANS4• Nr"ded mailed
' }-- Planting ae11 —�
�1
TREE DETAIL
4" Rock or Shrtdded Mulch
rsI
,! 11 n t j n 1� r: 2 �► 1 �.,,
i�
existing)
building)
_.. rl milt Inn r0i1
II
poly Edger
`
PLANT
SCHEDULE
_
KEY OUIJ,,AN
MATERIAL
r)
SS 4
Spring Snow Crab
GL 3
Greenspire Linden
FG 5�
Fall Gold Ash
AB 7
Autumn Blaze Maple
r`
BH 3,
Black Hill Spruce
AP 3;
Austrian Pine
�+
PS 2
Pinkspire Crab
TA I&
Techny Arborvitae
AW 15
Anthony Waterer Spirea
. i
`_
GS 357
Gro- Low Sumac
SG 18'
Scandia Juniper
�t
AC 20)
Dwf. American Cranberry
ry
f
SD 43
Stella de Oro Daylily
l I
LP 24
Little Princess Spirea
VH 10
Variegated Hosta
SIZE
2"
2.5"
2.5"
2.5"
6'
6'
2"
5'
#2
#2
24"
24"
#1
#2
#1
TYPE
BB
BB
BB
BB
BB
BB
BB
BB
POT
POT
POT
POT
POT
POT
POT
E1EC MH '
4N
Z �
(C O
rZ
► '��0 7
P b
6.
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o Ai -
t 4 o� o
ti •
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h
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I ;
NORTH
0 30 60
rtir a
SCALE IN FEET
s�
I.ANDS(''/AIJ, NOTES:
- Seed disttjrrbe.d Areas unless otherwise noted on plan.
- All plant iA)alerials to be guaranteed for one year front date of completion.
(:hying oCttrees is optional. Contractor is responsible to straighten trees if
needed du:T,ing the guarantee period.
Wrap appUlcable trees in fall following planting.
All shrub beds to receive fabric & 3" Shredded Mulch. With Alternate for Kock
All trees inl `sod to be mulched Shredded Mulch (a) 3" depth.
Install P01yY 'Edging where sod abuts planting or maintenance areas.
All landsca4)ed areas to be irrigated, per City Requirements. Design to be
submitted t1k1 owner for approval.
Plants to beinstalled as per Standard ANN practices
ALBEIRTVILLE
PDUA
C I T Y OF
M I N N E S 0 T A
calm
ALBERT Et PLAZA LLC
75 WEST Yl1! M D)RM, SUiTi. 104
LITTLE CANADA. ILiNNE90TA 55117
PHONT (661) 484 ;,6636
FAX (651) 484 1,5701
RJ MARC O coNsTRucTtoN Ixc.
76 wIIBT VOICING DIRM SUrM 104
LMM CANADA. 1%KMOTA 55117
PHOBIC (651) 484--C6636
FAX (051) 4WZ5,701
M 1* S
Company
1 andscap,wConlraclore 1
295 Was[ 1 arpenleidtl 612/488 7256
Roseville, Mljnneso[a 55111
For aI22/,466 0693
AR 14
As,,;o 'tAlT'RI) LANim- tpp
(AWI11A( tlQRS(lrAMppkA
,rrttulon
4scfWlorl (Y IAaw II.t.711�
BMW
T1111,11
CI-1
IINSTDIC 0131111MI-03M
CS-1
GEADDIQ DEADIAf-M t MMION CON7110L PUN
C4-1
C6-1 1t10A1
DTnM PLAN
*AT[II POLI11fl1aM PNSVaMolr II
C11-1
DLTAIL SHM
(e—t
DVAM 9MM
C 8 M1 0,110101CIt110M:
GOD Aw pnspiul III he Ero*T/&xveI far " pojed
OW EFq6W0Ihr ire eels/ aft n>I♦eel to 10lc3; Dsare CAM Me
aoN set be used an earl po}iZb. kV ee1154orr l0 We p )W
ry hr n el Iliaplipleg ltbr stlm ms eRlrllt nMea appeal
dMe rrr/ be pal I* d to elikI or to CJ1W drad'q
Oa M bdorrmelln a" f11411010e732 eery. Al ' ' 11CA1 of unilaull WW
le isl- el/tCr4O or aleleVerr 63 troll CAN flea shd be Hide
et on Als rbk of Yost peAy tow sues &W-as, ad/fese ar
4YMtella and go No NI her" s ots InMenrllr me
[YID/=QII A dl f A>SPOF4MbW11eL CWNG SW I001411IN.
I lr No
DATE REYtSgN
7• ZA
L t
QUAt1TT MAXACEMIC QHVCff-V
er• DATE:
OIc Mk
/ASSocIATES
nemak • Ord tmiligae?ing • and 9 Vvy4
Sdenan" •• Aselassiou
It! MM" We. ti XL 19;1 . a—" la�al•
room pry. s.e p,re1..-+IIIIIIIr
O time r M rmmm--twmnm
PROJECT No ------ -- .---------
i
i
i
'Y.
JUL 2 7 2006
By
GRADING, DRAINAGE & EROSION CONTROL NOTES
1. The contractor shall refer tom the architectural plans for exact locations and
dimensions of buildings, vestiibules, sloped paving, exit porches, ramps, truck docks,
entry locations and locations, of downspouts.
2. All disturbed unpaved areas rare, to receive minimum of 4 inches of top soil and
sod or seed. These areas shrdll be watered by the contractor until the sod or seed
is growing in a healthy manner.
3. The contractor shall take alli ;precautions necessary to avoid property damage to
adjacent properties during the construction phase of this project. The contractor
will be held responsible for any damages to adjacent properties occurring during
the construction phase of tltbiis',project.
4. The contractor will be resporu`sible for providing and maintaining traffic control
devices such as barricades, kwarning signs, directional signs, flagmen and lights to
control the movement of trciffic where necessary. Placement of these devices shall
be approved by the engineer- prior to placement. Traffic control devices shall
conform to the appropriate: [Minnesota department of Transportation standards.
5. In accordance with generally! (accepted construction practices, the contractor will be
solely and completely respomrsible for conditions on the job site, including safety
of all persons and property! (during the performance of the work. This requirement
will apply continuously and not be limited to normal working hours.
6. The duty of the engineer or- ithe developer to conduct construction review of the
contractors performance is mot intended to include review of the adequacy of the
contractors safety measures in, or near the construction site.
7. Before beginning construction the contractor shall install a Temporary Rock Entrance
pad at all points of vehicle: (exit from the project site. Said Rock Entrance pad
shall be maintained by the (contractor for the duration of the project. See details
shown on . Sheet C8-2 of thre project plans.
8. Erosion and Sedimentation control measures shall be established around the entire
site perimeter and in accordance with NPDES permit requirements, Best Management
Practices, City requirements; rand the details shown on Sheet C-- of the project plans.
9. All entrances and connectiomrs to city streets shall be performed per the requirements
of the city. The contractor shall be responsible for all permits and notifications as
required by the city.
10. See utility plan and storm seewer profiles for further detail regarding the storm sewer.
CALL BEORE YOU DIG!
., Gopher State One Cal I
TTIONILL N CIFREE AREA:800 5252 511 6002
0
Vela
PA KSIIDE
F U R'TH
AEDIT110N
1>6.9
0
1%
5
2
IC T OF POSSIBLE USES:
-�' RESTARAUNT
AUTOMOBILE SERVICE
rl / PROFESSIONAL OFFICE
1 BANK /
MOTEL /
I I DAY CARE
I / /
RETAIL SALES
to \ 92
/
Air
9 96.9
0a►
l w
II II Zd%`„ r'
cOtOp ��u.,• 'Q�Ilk
10
---96 kD
\ \
/ 65.2h 2.6% �\ \ % \
965
6A
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is
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953
957
959
FFE=967.0 %'
9, 520 S.F.
9 / 96? 66.
3 j 966,2
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field line
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edge f cam field70. U , G
rn
corn fieldE /4
of\ S�
50'
' •`. cad .n
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6,968 S.F.
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Ip tank
0
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w
existing
building
�.9 .•
00 4% ds t a �+•
4 ,
o
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0 0 , ';•�4'4a' NORTH
w r': 0 30 60
to Ir
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:.. ••. SCALE IN FEET
•r 7'.
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n
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iT
Benchmark: Top of bolt at the SW traffic light standard at the SW quadrants ,of Co. Rd. 19 & Co. Rd. 37.
ALBERTV3LE
ADDITION
C I TY f®F
MINNES;0TA
Qllt�6
AMERTVILLE PLAZA LLC
75 WEST VH{ING DRIVE, SUIT 104
IXrnE CANADA, 11WNESOTA.',55117
PHONE (651) 4"-5635
FAX (651) 464-5701
DEVEIDPER
RJ MARC 0 cons UCTToN, n1c.
75 WM VMMG DRIVE, SUj'ITE 104
IXr11E CANADA. MMMOTA'465117
PHONE (651) 484-5635
FAX (651) 464-5701
M PLAN LOCA77ON MAJ'P
NOT TO SCALE-
NORTH I
94
I ' q
I
NE 1/4, Se $ Np 144 RK 24
SE 1 /4. SECTIO J 35
TOWNSHIP 121. RANGE 24 i
WRIGHT COUNTY. MININESOTA.
�r nfDiix
SHEET TITLE
130-1 TITLE SBEEr
CI-1 EXISTING CONDITIONS
C2-1 SITE PLAN
0-1 GRADING, DRAINAGE PLAN
C4-1 UTU= PLAN
C5-1 STORM WATER POLLU77ON VREVENTION PLAN
C6-1 PRELDQNARY PLAT
CO-1 DETAIL SHEET
CB-2 DETAIL SHEET
CADD FILE QUALIFICATION:
CARD files prepared by the Engineer/SurvssyyorrJor this project
are instruments of the Engineers/Surveyors professional services
for use soley with respect to this proms, se CARD fibs
shop not be used on other projects. for addliUons to Male project
or for eomplanon of this proJJsct by others rjllout written approval
byy tt3s Enguaer/Surveyor. �Ah the Engineercy/Surveyors approval
olhere may bs psrtnFtted to obtain copies o9'rtthe CARD drawing
Ales for Inforrnatbn and reference any. Al lAntentionol or unintentional
revislons. additions or deletions to these CAD£D fibs sholl be made
at the full risk of that party mak nq such revylsions, additions or
deletions and that party Shan hold I�m�basiaasd Imdemnlfy the
Engineer/Survyor from any & all responsibliVes, clolms and Ibbintios.
I hereby certify that this plan, speclflca ttlon or report was
prepared by me or under my direct su�Pervlsion and that
I am a duly Ucensed Professional Englf'leer under the laws
of the State of Minn
Jonathan 1• van' --'PE
44613 "7-25-049>
License No. Date
DATE REVISION
QUALITY MANAGEMENT REVIEW.
BY: DATE:
ASSOCIATES
Planatim a cm b#nm* a [land ft""tal
Rff*"=enw • Ar&k clap
noo &mb* r a% set. no, tf>> am t 'l— t
02006 TO Pep tssd®dsps -1
GRADING & DRAINTIAGE PLAN
PROJECT NO.
99-19OF C3_1
TILITY PLAN GENERAL NOTES
1. All sanitary sewcer, storm sewer and watermain utilities shall be furnished and
installed per the requirements of the specifications,the City and thq' standard
utilities specifical•tion of the City Engineers Association of Minnesota (CEAM), 1999
edition. All HDPE connections to concrete manholes shall be connected with an
internal rubber gasket or by using ADS waterstop gasket. All sanitary sewer main
line shall be SDiR 35. All sanitary sewer services shall be SDR 26.
2. See Sheet C8-11 ranld the contract specifications for specific utility details and utility
service details.
3. All utility pipe bedding shall be compacted sand or fine granular material per the
requirements of: ithe City. All compaction shall be performed per the requirements
of the CEAM Spe;cifcation.
4. All connections do existing utilities shall be performed per the requirements of the
City. The City D'e?portment of Engineering and Building Inspections Department and
the construction engineer must be notified at least 48 hours prior to any work
within the public right of way, or work impacting public utilities.
5. All sanitary sewerr al d water services shall terminate at the property line unless
otherwise noted!.
6. The contractor shhall notify GOPHER STATE ONE CALL at 651-454-0002 at least
48 hours prior two performing any excavation or underground work.
7. The contractor shhall field adjust watermain to avoid conflicts with sanitary sewer,
I / \
O 10i
l /
storm sewer, anal services as required. Insulation of water and sanitary sewer lines a,C % i1 Z, \ / \ C) --�_ \ • 1'FF<o
shall be provided] where 7.5 feet minimum depth can not be attained. �•Jo`>/
8. All street repairs and patching shall be performed per the requirements of the City. ; •` ~� \ \\\
All traffic contro[ shall be provided by the contractor and shall be established per ; \ _ \ 0
------- \ a
the requirements rof the Minnesota Manual of Uniform Traffic Control Devices (MUTCD) , \ \ \ \ / �j n
0
and the City. This; shall include all signage, barricades, flashers and flaggers as ��\ / �\ / /� �J Q O \
needed. All public; ;streets shall be open to traffic at all times. No road closures
shall be permitted] without the expressed authority of of the City. / / \i`\ \\ . \ �` / 0a \
9. All new watermainW must have a minimum of 7.5 feet of cover. a \ \ }
C -=Z `\\\\\ \ y Q / C
0 0
10. Adjust all existing structures, both public and private to the proposed grades where ,\�j �` gg \\ \� ,� ,� ;hr / �'\�
disturbed and corsnply with all requirements of the utility owners. Structures being ¢� UP
reset to aved areas m st t t f t f II �� ` M \
p , u mee owners requlremen s or ra fic loading. / C ��Z
11. Proposed Pipe Mditerials: f/ �• p` (v)Vl�
y ��Z / Watelrrrlain PVC C-900 No less than 7.5' deep. � O 0^' p o 1 �
Watery Service COPPER TYPE K,1" Service to property line. �• '\
Sanitary Sewer PVC SDR 35 No more than 20' deep. ,.'�
Sanitrary Service PVC SDR 26 Service to property line. ; 1 \ �\
Story,, Sewer RCP CLASS 5 12" to 18" diameter. --__ I o I �
Drain'tile! POLYETHYLENE Back of curb. `''�' ' \ Z I a:
CA LL BEFORE YOU DIGI �� ++I 1 My\
CCal
........ N89 03 07---------1 �' - - T
/ E 88. 56 —1 cr ` � j ®0'A0� . o ��V
coo her State One I `� g
\\ N �r ,,ry ''. pVG
N \�s ,�j.
yl
TOLL FR E:A1 800 52525 166002 �°� /I' �' \\\\Norn •5'29 59 / `� �a \\ _-_�-'� \� s� p \\ \ \
PA K
F Ui
AUDI'
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701
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SIDE I
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/� _ Easemen t rniT ;� cO \ \ \
/ / / , hip
/ / RO D/ / \ �: • 1 \�\ z\ \ / o
`�2 INV 960 0 FES G . �'F%�
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kill,
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n
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A n•
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Y wr!
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FFE=967.0 '
24.61 / •�
. 1
124.29
I t`clnk
WELL
exist'iing
buildiing
/ 2 / p
�I f
NORTH
Awl,
- - SCALE IN FEET
Benchmark: Top of bolt at the SW traffic light standard at the SW qufadrant of Co. Rd. 19 & Co. Rd. 37.
PLAZA 2ND
CITYOF
� o
MINN'ES 0 TA
OTHER
ALBERT T , PLAZA LLC
75 VWT VWWG DRIVE, SUIM 104
LrfTtE CANADA, 19UMMOTA 55117
PHONE (651) 484�-1,5885
FAX (651) 484-V5701
DEWD=
RJ MARC'--)I comwcnox im
75 WESIT VMG DZRM surm 104
I11'14E CANADA, ;iLINNESOTA 55117
PHONE (651) 484-i5895
FAX (851) 484-1,5701
IIMY 21AK LOC?A77ON MAP
NLDTTO SCALE
�-
NORTH
Jt
I S
NE 1/4. soo a. TxP'.t74 trot zu
SE 1/4;r SEC71ON 35 I ,
TOWNSHIP' U121. RANGE 24
WRIGHT COWNTY. MINNESOTA.
Si�EZR07EX
s1D:Er I MU
c0-1 TrrLE s�El
Cl-1 E aSTWG CONDrrvoNs
C2-1 SITE PLAN
0-1 GRADING, DRAINAWE PLAN
C4-1 UTILITY PLAN
C5-1 STORM WATER POILL ITON PREVENTION PLAN
C6-1 PRELUMARY PU%T
C8-1 DETAIL SHEET
CO-2 DETAIL SiWET
CARD FILE OuAUnCATM:
CADD files Prepared by the Eniiiii�?s•r/Swv or far this project
ore 1nsGurtunb of theEnpineerb?/Surveyo a professional services
for use solsy with respect to Ural pm1c" These CADD files
shall not be used on other projdMU. for additions to this project
or for completion of thb projecttlby others without ,written approval
b� this Enq,neer/Sun=. wth'tF?a Engiryefs/Suneyors approval
ere may be permitted to obt�in cop'ree of the CARD drawing
Ales for lroormalbn and referenece ony. AY Intentional or wYntentlono
nwislons. addifiom ar dak,tions't8o these CADD files shall be made
of the full risk of that party maWdrq such revisions, additions or
deletions and that part' shall WNI harmless and Imdemrdfy the
Ergi»er•/Surveyor from any is agil respomrbilitles. claims and GobpMN
I hereby certify that [Na plEnn, specification or report was
Prepared by me or under rmy direct supervision and that
I am a duly Uoensed Professional Engineer under the laws
of the Stata" Mlnnasota.
lonath IoonavaE
44613
License No. Date
DATE REVISION
QUALITY MANAGEMENT JWa_X ..
BY. DATE:
ASSOCIATES
Nanning e OQ h0oafffug a ISM l,y veyiiq
i VhVM=WJ r• 1"Jaeolop
TM H Mb* Lae, 3 to aoo,4 Itlmnata titisE -M
Nouns: (mWilk-M Tea [MW11_stlZy
o 2(o8 Asb >PW 1nwk`� 0=
UTU IT)r PLAN
PROJECT NO.
99-19OF C4-1
i
I
GRADING &:EROSION CONTROL NOTES:
1. Where soil corrections and filling occur within the street right—of—way,
the backfill material shalll :be compacted to 95% of the standard moisture
density relationship of spills (astm d-698-70) except the top three feet (3')
of the backfill which shalll be compacted to 100% density. An independent
testing firm shall test thre street section in fill areas and provide the
results of these tests to) ':the city, engineer and the client.
2. The contractor shall instolll silt fence prior to commencing grading activities
and shall maintain said Bence for the duration of construction activities.
3. The contractor shall limit: [his activities to the grading limits shown on the
grading plan. All construction activities shall comply with the local ordinance.
4. The contractor shall installl snow fence, as directed by the engineer, to
protect tree roots.
5. The contractor shall scherdule his operations to minimize the disturbed area
of any given time.
6. All disturbed non —street areas shall be restored with a minimum of 4" top
soil and seed or sod as'. (directed by the engineer, within 72 hours of
completion of the grading activity in that particular area.
a. All seed, sod, mulch and' fertilizer shall conform with the following
mn/dot specifications;, as modified below:
Item Specification Number
Sod 3878
Seed 3876
Mulch (type 1,disc anchored) 3882
Fertilizer 3881
General placement 2575
b. Sod shall be placed b,.(-6hirtd curb immediately following the backfilling
under city street and] Futility project.
c. The seed mixture shalll consist of a MnDOT type 500 unless noted
otherwise on the plant. j
7. Following street constructiion, the developer shall clean the streets on an
on —going basis as requirred by the city.
8. Unless otherwise noted, tlhe siltation ponds are temporary, and shall be
removed and restored to the original contour by the developer following
the permanent establishrment of turf on 75% of the drainage area. The
ponds and pond outlets, :shall be constructed under. the grading contract.
9. Rip —rap shall be placed at all storm sewer outlets under the utility contract
and shall conform with %ppl,icable city and watershed district standards and
specifications.
10. Vertical grading tolerance; shall be within 0.2 feet of the city approved
grading plan.
CALL 13i=rORE YOU DIG.
Gopher State One Call
TWIN CITY AREA: 651-454-0002
TOLL FREE: 1-800-252-1166
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GOODYEAR
Ip tank
WEL6 �_
existing
building
f�
14c"
10 /10®
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14
NORTH
9 >:0 h vim 0 30 60
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Benchmark: Top of bolt at the SW traffic light standard at the SW quadranit of Co. Rd. 19 & Co. Rd. 37.
■
T-1 10 N0 s0
CITY(0F
4
MINNES)'OTA
OWNER
AMERTVILLE PLAZA LLC
75 HEST VUC NG DRIVE, SUI,�'E 104
LTT11E CANADA, UROMOTA'• 1,55117
PHONE (651) 484-5635
FAX (651) 484-5701
DEVELA)PER
RJ MARC 0 coNsrRUcTioN, nw-
75 VOT VIKIriG DRIVE, SUIT 104
LITTLE CANADA, MINNESOTA� ;55117
PHONE (651) 484-56M
FAX (651) 484-5701
BEY PLAN LOCA71ON MkP
NOT TO SCALE:
NORTH
8¢
i IW,
t
I `
! MYR
rr f/a sac; na va I� u`l
SE 1 /4. SEC710?N 35 �01
TOWNSHIP 121. RA'INGE 24
WRIGHT COUNTY. MININESOTA.
SHEET INDEX
SHEET 7=
CD-1 TITLE SHEET
CL-i ERISTING CONDITIONS
C2-1 3TTE PLAN
C3-1 GRADING. DRAINAGE PLAN
C4-1 UTILITY PLAN
C5-1 STORI1 WATER POLLUTION is_'REVENTION PLAN
CS-1 PREi111INARY PLAT
C8-1 DETAIL SHEET
C8-2 DETAII, SHEET
CARD RLE QUALLFIGATION:
CADD files prepared by the Engipu /Surv,7ey,6K for this project
on instruments of the Engnaera/Surveyofr� professional services
for use soley with reaped to this pro*t. i4sas CADO files
shall not be used on other projects, for oddolons to this project
or for comppNNtlon of this proJJed by a�enir�wlthout written approval
try this Englnesr/Surveyor• Yfilh the Engineer".e/Surveyor8 approval
others may be permitted to obtain copies oP-f, the GGIIDDDD droning
files for Information and reference only. AWOntentlonal or unlydentbnol
revisions, odditions or deletions to these CArijD files shall be mods
at the full risk of that party making such rtavlsions. additions or
deMons and that party shall hold hormbasaranG lmdemnify the
Engineer/Surveyor from any & all nesponsUl4ties. claims and liobiWw.
I hereby certify that this plan, specifi&.9tlon or report was
prepared by me or under my direct sLypervislon and that
I am a duly Licensed Professional Engii'neer under the laws
of the State of MinnesZota.
Jonathan onovani- PE
44613 /Z•Z$'--OG
License No. Date
DATE REVISION
QUALITY NAHAGMU NT REVIEIr•
BY: DATE:
AssociA,TES
PIsM$1 a CMI Ilimbleffliq a' fund Sm7eyw
mw • �rcn iie*v
=0 Ersrloek lass. Sam 000, ice rd3t4.0002
idepb— (708}ft -4 06
O 2M ireb Psp Larmdgmoo��
STORM WATER POLLUTION
PREVENTION FLAN
PROJECT No- C
99-19OF �`�_1
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610
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/ to ` , ` . /'I
If A
,� "� --Drainage and Utility - \\ \ $ �'
If
o
/ / C- _
/'` `� Easement : pq \ \ �O C4
(g \ �b If/ / / / Jam, ► \ \ \ ' \ '�' �9 m -0 °•
N89 50'15"E /
h \ �;;/ 24.84
� 107.55 �
----- y
�o i i hIf i �---------------------
�ry /J SEA If
IF
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1 � •6'j /yam � 1 / • „• :sr °-•, °,,, .: f•
LAZA 2NDADDITIONRTVILLEaLBE N 12 3110 W
.t:
•... ..: 19 I 1 24.61 1 If / f
I I 1 1
11 IS,
/ / / a, ••.•�.
to
.'
II t �I tom\ ^ "Vl 20 j
jj 1Lr`Oi� I N56 34'48 "E �' l ------ l O '
II % 1 15.82 -__-� \ l - �l nl 0)
124.29 h t�Q
. , ...,
co
/ II 5j 1 �{ ainage a tility--
/ 11 1 1 1 Easement /' / / v y s'
/ '�-------------------------------- 1j----� �—_---1------------------- —fieId line ('37-------�--346.25— ------------� �o
3 Nj 153.82 255.93 1 o
_—S89'42'05" W�02.18---edge fcorn field ---o r•'
�.{t �l � �\� . Ili 1l/ \ul,
�l tank 0
t.Q ��� � •• • 1
I WELL
D
I K
corn field
1
4 of\
Sec 2
)LRTH
cp
ting
Benchmark: Top of bolt at the SW traffic light standard at the S;�yV quadrant of Co. Rd. 19 & Co. Rd. 37.
exisDITION f '
biul Ing Zj
ELEC MH/f
a
N\dw�dM Op6f'� \ 7
7 b 1Nb5 as
AFC,
1
S�
c
7
NORTH
0 30 60
SCALE IN FEET
ALBERT\VILLE I
I I PLAZA 2rrn I I
I I ADDIT"JON I I
Is =
75 W= VHaNG DRIVE. SUT!•E 104
I rr= CANADA. jaNN)i IOTA 55117
PHONE (651) 484-5895�
FAX (651) 484-57011
RJ MARC 0 c oxsTRUcTIox INC.
75 11IF.9T vnur. DRIWE. SUITE 104
Id11T.E CANADA. URMWOTA 55117
PHONE (851) 484-5835
FAX (651) 484-57021
M PLAN JWAIRON MAP
_-NOT TM SCALE
`i
9
I
RE t/., sr>c ]. TV•1,134 RX TA
SE 1 /4, ` SECTION
TOWNSHIP 1121. RANGE 24
WRIGHT COUINTY. MINNESOTA.
sIt>�T nmEx
SHEET TITLE
CO-1 TITLE SHM
C1-1 EXISTING CONDMIONS
C2-1 SITE PLAN
0-1 GRADING, DRAINACGE PLAN
C4-1 UTRM PLAN
C5-1 STORM WATER POQLLUTION PREVENTION PLAN
CS-1 PRELIMINARY PL.A�T
CB-1 DETAIL SHM
CB-2 I DETAIL SEEM
CADD FlIE ouxincAMN: nesr $ury or for this project
CARD files prepared by the EngR / .eyy
am instruments of the Engineer,a/sr2,' ra profeaalond aarvkes
for use soley with respect to tkau Prot These CADD files
ehan not be used on other proyjxts, or odd twne to this project
or for completlon of tNa prol�eGt by athars without written approvd
bsr Ws Engineer/Survsyor. WHihhrtthe Engineers/Surveyors pro]
olhen mod be permitted to otitE n eopNs of tM CARD draw',nq
tiles for Information and refer '. ony. AG Irrterltbnal or unlM.....
revisions• additions or ddetbns�tto thane C/�DD Iles shill ba made
of the full risk o1 that pony rr ldnq ouch revisions, odditions or
dNetlons and that Dart shall hjold harrnlesa and Imdartvify the
Enginser/Surveyor imm arty &.aoll reapone''bilitih• cddms and Ibbil•,ties.
I hereby certify that this plan, specification or report was
prepared by me or undwN my direct supervision and that
I am a duly Licensed Profic-sslonet Engineer under the laws
of the Stage of Minnesota.
Jonathanl -Donovan - PE
44613 '%''LS••�
License No. Date
DATE I REVISION
QUALITY MANAGmwn 31REVIEw.
BY: DATE:
0
ASSOCIATES
pr...Min a Ctr➢�1r> i a Ind sa"fm
+�•�•� mw • Archaeolop
Imo sl:.lock lam, bye 3W Wasegear, ram+ =ro-M
T (JP3K 4= t= (a)0-M
O 21100 id pW ;.loud rmdapat a
. 11
= ■1
PRELI�I�ARY PLAT
PROJECT NO. 99-190F C6_1
1
I
o -
4
MANHOLE COVER SHALL BE
TYPE II N1TH 27" ECCENTRIC
OPENING
a
ADJUST CAASTING
TO 1 /2" BELOW
FINISHED (GRADE.--,,,
7"
- f
d'
A
<•
•
Rd'
MANHOLE CASTING AND COVER, NEENAH R-1642—B.
ESS BROS. 309, OR APPROVED EQUAL WITH TWO (2)
CONCEALED PICK HOLES.
FULL BED OF MORTAR BETWEEN RINGS,
CASTING AND ON OUTSIDE OF RINGS.
2" ADJUSTING RINGS AS REQUIRED
7" (MINIMUM 2, MAXIMUM 4)
A
NOTES:
1. WHERE WATER MAY STAND, TOP OF MH
SHALL BE 2 FEET ABOVE GROUND,
°
• AND/OR 2 FEET ABOVE THE 100 YEAR
STORM WATER LEVEL.
48"' A 2. ON MANHOLES 8' DEEP AND GREATER
d A ONE FOOT FOUR INCH (1'-4")
PRECAST SECTION SHALL BE PLACED
IMMEDIATELY BELOW CONE SECTION.
STEPS 16 O.C. ON 3. ALL JOINTS BETWEEN SECTIONS SHALL
DOWNSTREAM SIDE HAVE 0' RING RUBBER GASKETS.
4. MINIMUM SLAB THICKNESS 6" FOR
14' DEPTH INCREASE THICKNESS 1"
FOR EACH 4' OF DEPTH GREATER
THAN 14' AND REINFORCE WITH
6"X6" 10/10 MESH.
a .
o A
W
o
W
z 20 TO SPRING LINE
N A* (MAX.)
Q °
FLOW
• •
A •.
d °
SECTION A —A
SLOPE 2"/FOOT
a q'
op • , • a
da
SECTION B—B
SANITARY -SEWER MANHOLE
FORM 1 /2 PIKE SEC
LARGEST DIAMILETER
tee' -- -•GROUT BOTTOM TO SLOPE
TOWARD PIPE AS SHOWN
BY ARROWS
SECTION A -A
CASTING AS INDICATED
CONCRETE ADJJUSTING RINGS �ON PLANS OR SCHEDULE
MAX. 4-2" RINGS TO BE INSTALLED
MIN. 2-2" RINGS TO BE INSTALLED GROUT INSIDE AND OUTSIDE OF
CASTING & ADJUSTING RINGS
27°
,';`.' SHIMS USED FOR LEVELING
SHALL BE METAL OR CONCRETE
0
RECAST ECCENTRIC
REDUCER SECTION
:
STEPS AS PER
SPECIAL PROVISIONS
WALLS TO BE CONSTRUCTED
16"O.C•
r
OF PRECAST SECTIONS. JOINTS
'OSHALL
BE CONSTRUCTED WITH
'
�
CONFINED 0—RING GASKETS.
5"
Y .
M
rt.
1
a
MANHOLE INVERT SHALL BE
RUBBER WATERPROOF
GASKETS REQUIRED FOR
SLOPED TO PROVIDE SMOOTH
PIPE INSERTS
FLOW FROM INLET TO OUTLET
SEE SECTION A —A
A
A
I I
O
Lbw
I 10.10'
1 "
I I
3"
MIN. MIN.
—�
:• �•;:,;'•. :;'•'•;1 ;
''.".•:
6" BASE FOR ALL MANHOLES LESS THAN
14 FT. DEEP INCREASE BASE 2" PER
5'-4'
6 FT. OF DEPTH BEYOND 14 FT.
tD
5" PRECAST BASE MAY BE USED FOR
CONCRETE SLAB
MANHOLES LESS THAN 14 FT. DEEP.
GROUT FLOW LINE
AS SHOWN ABOVE
4 J I %it.IVINO SCALE
Bc = OUTSIDE DIAMETER
H = BACKFILL COVER ABOVE PIPE
d = DEPTH OF BEDDING MATERIAL UNDER PIPE
04
\\ \>
DENSELY
COMPACTED
GRANULAR
MATERIAL
1/2 BC
\ \ COMPACTED
V.
A..
d /lY pFi?M-.^' /\/ GRANULAR
\\ \ MATERIAL
GRANULAR FOUNDATION
CLASS B
CLASS B BEDDING THE PIPE IS BEDDED IN
COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT
EQUAL TO ONE—HALF THE OUTSIDE DIAMETER OF THE PIPE.
THE DEPTH OF THE GRANULAR BEDDING BELOW THE PIPE IS
A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE.
6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR
INTERMEDIATE SIZES. THE INITIAL FILL MATERIAL SHALL BE
DENSELY COMPACTED GRANULAR UP TO A HEIGHT OF 12"
OVER THE TOP OF THE PIPE.
0
W.
0
io
LLI
J
m
a
> I1 II
II
PRECAST OR I I I GROUT LINE SHALL BE
I I I CAST IN PLACE I UNIFORM SLOPE BETWEEN
r II I LOWER SECTION PIPE INVERTS
I I I I I FLOW
I, I I I �
R11�1_I ... ; ' fir,, •�;;;,., N
,. ••Y••,:`�;..a.•E fi.` ;t.r. i :.' r^ill.;••:.
r VARIES
00
ir_ POURED OR PRECAST CONCRETE
0 MANHOLE BASE
co BASE 6" — 12 ft DEEP
8" — 12 ft TO 20 ft DEEP
10" — OVER 20 ft DEEP
OSSLLA"B—TOP MANHOLE
(STORM SEWER)
NO SCALE
VARIES
FRAME & CASTING
(SEE MH & CB SCHEDULE)
GROUT INSIDE AND OUTSIDE OF
CASTING & ADJUSTING RINGS
CONCRETE ADJUSTING RINGS
2 MIN. — 4 MAX.
iy
Y,
MANHOLE TO BE CONSTRUCTED
OF PRECAST CONCRETE SECTIONS
;: MIN. CLASS III REINFORCEMENT
NEENAH R-3246
OR APPROOVED EQUAL
CONCRETE ADJUSTING
RINGS (AS REQ.)
•r •mot .;�r, r• ',
r --48"— 60"RCP SECTION
24" CUT TO FIT
e.
48"— 60"
a.1. 48"— 60" RCP a.
Z MH SECTION
n ; 20" to spring
line (Max.)
_ — — FLOW
77
NOTE: SEE STANDARD MANHOLE DETAIL FOR
NOTES, SECTIONS, AND ADDITIONAL DETAIL
STANDARD CATCH BASIN
1 /8 H\/
6" MIN.
HAND
NTAMPED
ATIVE
MATERIAL
eG
1 /6 Bc
COMPACTED
d .:1HATERMA(N',%i;.''' / GRANULAR
\ \ MATERIAL OR
\
':-`/ jDENSELY
':,::.... COMPACTED
%\,\\% \%�\%�\%�FILL MATERIAL
GRANULAR FOUNDATION
CLASS C
CLASS C BEDDING THE PIPE IS BEDDED IN
COMPAC,:TED GRANULAR MATERIAL, OR DENSELY COMPACTED
FILL MANITERIAL UP TO A HEIGHT EQUAL TO ONE —SIXTH THE
OUTSIDC- DIAMETER OF THE PIPE. THE DEPTH OF THE
BEDDINCG MATERIAL BELOW THE PIPE IS A MINIMUM OF 3"
FOR 2�r AND SMALLER PIPE, 6" FOR 66" DIAMETER AND
LARGER .PIPE, AND 4" FOR INTERMEDIATE SIZES. THE
REMAINIING SIDEFILL AND BACKFILL MATERIAL IS COMPACTED
NATIVE SOILS.
PIPE BEDDING
NO SCALE
NO SCALE
RIPRAP
GRANULAR
FILTER BLANKET ® SEC. B—B
B
' 4
y
bI.OTE
DjIMENSION E IS GIVEN ON
j'ID. PL 3100 do 3110. 2.
q A
L& -
1-roofin
W
2'
4 B
USE EQUIV50 FOR PIPE ARCH
(SEE STD. PL 3110 FOR EQUIV. D)
RIPRAP
El 0
GRANULAR
FILTER BLANKET
SEC A —A
Q FOR PIPES GREATER THAN OR EQUAL TO 48'", USE 2.0'
® THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE
FABRIC, SPEC. 3601 FOR THE GRANULAR FILTER
BLANKET UNLESS OTHERWISE SPECIFIED IN THE
PLANS. THE FABRIC SHOULD COVER THE AREA
OF THE RIPRAP AND EXTEND UNDER THE CULVERT
APRON 3 FEET.
Q QUANTITIES AS PER MnDOT STANDARD PLATE
� IP—RAP AT R.C.P. OUTLET
NO SCALE
Hydranft marker with flex spring
Hydra/17inder (candy cane)
Hydrant shall be Waterous
Ordered to the City's Specifications
Hydrant shall be for 8.0'
bury. Watermain shall
Q •
have 7'-6" of cover.
Anti —corrosive coating
�i
required on all bolts
Nand
restraint assembly.
Restrain hydront,volve,and
tee with megalug thrust
restraint (or equal)
Grade
:\/\\//\N11 `X//\/
Provide Polywrap
/\/.\/ \/N.
around all watermain
(General Requirments)
and up the hydrant
barrel to the break off
3
flange.
Resilient wedge valve
6 lead
conforming to AWWA
C-509-80 standards.
r'
MEGA UGS
MEGALUGS -\
•„ ra
ti' � .; ire
• '
•':t•r::r t.•t:
8" Conc. block
(Cu. Yd. of 1 1 /2" rock. Cover
wi;{ih 2 layers of polyethylene.
VALVE AND HYDRANT
INSTALLATION
NO SCALE
PLAZA I
CITY(0F
� D
M I N N E S 0 T A
OWNER
ALBERTVILLE PLAZA LLC
75 TM VMING DRIVE, SUITE 104
IXME CANADA. II nnMOTA I$5117
PHONE (651) 484-5635
FAX (651) 484-5701
DEIE]JOPEB
RJ MARC 0 coxs vcTiorr, m.
75 WEST VHaNG DRIVE, SU= 104
LITTIL CANADA. 1 DUMOTA' 1,65117
PHONE (651) 484-5635
FAX (661) 484-5701
IEY PLAN LOCATION MAW
NOT M SCALE7
1 '
1 \ �
I 4; _
NORTH41
\Tq�l \kz\>• I
I I
I
IE 114. tilC 2 TV I= WE 20'�
I SIX 1
SE 1 /4, SECTIC)'1 35 l
TOWNSHIP 121. Rk%NGE 24
WRIGHT COUNTY, MIINNESOTA.
SHEET INDEX
SHEET TITLE
CO-1 TTIIE SHEET
C1-1 EXISTING CONDITIONS PIXIN
C2-1 VASTER SITE PLAN —ALBS PLAZA
C2-2 SITE PLAN-MULT1—TENANIT BUILDING
C2-3 SITE PLAN—CULVERS BUIMING
C3-1 MASTER GRADING do EROVION CONTROL PLAN
C3-2 GRADING PLAN —MULTI TENANT BUIMING
C3-3 GRADING PLAN—CULVER43 FBUIMING
C4-1 UTBITY PLAN
CO-1 DETAIL SHEET
C8-2 DETAIL SHEET
11-1 LANDSCAPE PLAN
CARD FILE QLIAURCAIION:
CARD flies Prepared by the Engklser/Surva4Yor for this project
ors 1nstromenb of the Engineer s/Survey - „s professional services
for use coley with respect to this prol1ectl-STMse CARD fibs
shall not be used on other projects, for'a,74"ons to this project
or for completion of this project by otheM . without written approval
by this Engineer/Surveyor. Vlrth the Englne"r'5/Survayar s approval
others may be permitted to obtain copies3c0f the CADD drawing
files for information and rwference only. AV intentional or unintentional
revislons, additions or deletions to these CLAW GOO shall be mods
at the full risk of that ports makings Shrrevisions, additions or
deletions and that party shall hold Iwrtnkilss and Indemnify the
ENlnar/Surveyor from arty 4 all responedblI tbs. claims and UabIIItles
I hereby cerft that this plop, sp d kotlan or -ff.@W was
prepared by me or under my direct su4ervW0n'COW that 1
am a duty reystered Proresslond EngNnr undirry00 Ian
of the State-sI}pere.
Reg. No. ;Dote
DATE REVISION
QUALITY MANAGEMENT REVIEW:
BY: DATE:
■Lou�ASSOCNATES_�
,Ks
&=Iag • Cie b&eexbe "" Ind
6nrllammw • arduoWp
v=e BmIock lone, M 3W loll&# �U 1�t. �66�
Tdgknk lllz}Ixt-ease' ll
0 2000 TA hp aaean
DETAIL S�IEET
PROJECT NO. 99190 C8-�
NO SCALE
�o
UNDISTURBED SOIL
NO
1. DIG A 6" ZRENCH ALONG THE INTENDED FENCE LINE.
2. DRIVE Al 1L POSTS INTO THE GROUND AT THE BACK
SIDE OF IHE TRENCH.
3. WHERE DIIRECTED, INSTALL WIRE FENCING PER
HENNIPENI COUNTY CONSERVATION DISTRICT
EROSION /AND SEDIMENT CONTROL MANUAL. WIRE
MESH MUST BE MINIMUM OF 2" INTO THE GROUND
AND NO KIORE THAN 36" ABOVE THE ORIGINAL
4• &9613� M_gFf CE ON THE UPHILL SIDE ALONG
THE FENrE LINE, AND BACK FILL.
SILT FENCE DETAIL
NO SCALE
CONCRETE CROWN
•A
6" DIA X 8' STEEL PIPE BOLLARD
CONC. FILLED, PAINTED WHITE
.,
EXPANSION JOINT
4" CONCRETE WALK
11
;III
.,'.
;�"��.:.•
I
• '��
III+�
II
' ••
:III
II
)III
`'
II
,..
.r1l
!'III.{•���:II
I II
�•'
III
"
I I
-FERri-I-I
II
18" DIA
FOOTING
ROUND
PIPE
BOLLARD
NO SCALE
Ns
Rock size should be T to 2" in size
such as MnDOT CA-1 (or CA-2 course aggregate.
A geotextile fabric may be used under the rock
to prevent migration off the underlying soil
into the stone.
ROCK ENTRANCE TO
CONSTRUCTION SITE NO SCALE
PLACE BARRIER FRAME
ATOP PF2E-CAST TOP SLAB
FILTER AGGREGATE
TO COVER PERFORATIONS
COARSE FILTER AGGREGATE
PLACED TO COVER
PERFORATIONS
OPENINIG IN WALL
PERFOTRATED WALL
00000000
00000000
FRAME
00000000
00000000
•::%..
00000000
-CATCH BASIN WALL
INLET PROTECTION
PLACE BARRIER FRAME
ATOP PRE -CAST TOP SLAB
�� I COARSE FILTER AGGREGATE
PLACED TO COVER PERFORATIONS
COARSE FILTER AGGREGATE
PLACED TO COVER PERFORATIONS
PENING IN WALL
hERFORATED WALL
0'1510000000
00000000%��
FRAME
00000000
00000000
00000000
PIP'
:�:•+:
':,ti ;;
CONE SECTION WALL
��-
PERFORATED WALL NO SCALE
Provide 6-11 /2" SS anchor
bolts w/cIlips
1 1/2"x3/8" outer ring
f1 1 /2"048" steel
(bars ® 4 O.C.
1-1/4"
11 E
MH DIAMETER
SKIMMER
OPENING
4'
3'x1.5'
5'
5'x1.5'
6'
6'x1.5'
Provide 4 1/ plate late with locking clasp
Clasp to have 1/2" padlock hole
,1 4"x1 /4"
s eel bar, weld
Ito,
to each member
Hot• -dipped galvanized
zgrate in 2 sections
Providle 1/2" Dia. Continuous Hinge Bar
GRATE DETAIL
1'
Elev.=961.00
INWL _
Elev.=95)7.00 1, Hole for 12" Dia.
RCP
Skimmer ,T
opening - 1.5 6" Min.
T 1,
8 CY Class o 8" Min. slab
3 Riprap Oj g" thickness
O Dia. Varies
6" aggregate bafbkfill manhole'
an o e
(MnDOT Spec. 314 49H Mod.)
OUTLET CONTROL STRUCTURE
(OCS 2)
PARKING BY
DISABLED
PERMIT
ONLY
NOTES: 11.. EPROVIDE (1) SIGN
PER STALL. II
2;..SIGN MUST MEET
LOCAL STANDARDS
HANDICAP PARKING SIGN
'TTACH SIGN TO POST
ITH APPROPRIATE
TAINLESS STEEL BOLTS,
ASHERS & NUTS. (TYP. AT
DP & BOTTOM OF SIGN)
5*
NO SCALE
10" DIAMETER
ALL LINES 5" WIDE
PROVIDE PAINTED
WHEELCHAIR SYMBOL AT
EACH DESIGNATED
HANDICAP PARKING
STALL. CENTER SYMBOL
IN STALL.
WHEELCHAIR SYMBOL
Provide 6-1/2" SS anchor
boltes w/clips
1 1 /2"x3/8" outer ring
1 1 /2"x3/8" steel
bars 0 4" O.C.
\_ 1-1 /4"
1�
NO SCALE
MH DIAMETER
SKIMMER
OPENING
4'
3'x1.5'
5'
S'x1.5'
6'
6'x1.5'
Provide 1 /4" plate with locking clasp
Clasp to have 1/2" padlock hole
1 /4"x1 /4"
steel bar, weld
�to each member
Hot -dipped galvanized
grate in 2 sections
[Provide 1/2" Dia. Continuous Hinge Bar
GRATE DETAIL
1'
Eletv.=963.00
NWL _ Hole for 12" Dia.
Ele�:v.=960.00 1.
RCP
Skihnmer
opening 1.5' 6" Min.
" 1'
8 CY Class 8" Min. slab
3 Riprap g" thickness
00 Dia. Varies
6" aggregdte backfill manhole
(MnDOT S mec. 3149H Mod.)
(OUTLET CONTROL STRUCTURE
(OCS 1)
DIMENSIONS T
ON PLANS AF
1/2- RAD.
LCONSTRUCT WITH REVERSE SLOPE
GUTTER \WHERE THE PAVEMENT
SLOPES AWAY FROM CURB.
PROVIDE A MINIMUM OF 2" OF MNDOT CLASS 5 AGGREGATEt
BIFZNEATH ALL CURB AND GUTTER. IN
"It
B612 CURB SECTION
NO SCALE pt:
2" BITUMINOUS BASE
MEETING MNDOT 2331
TYPE 31 B
1 1/2" BITUMINOUS BASE
MEETING MNDOT 2331
TYPE 31B
1/2" BITUMINOUS ***
:AR MEETING MNDOT
31 TYPE 41B
TACK COAT (MNDOT 2357)
3138 CLASS 5
_JBGRADE CORRECTION PER z,
[HEAVY DUTY AND e
TWIN CITY TESTINt SOILS
ENGINEER
[ROADWAY SECTION
4, ,rir
*** WEEAR COURSE TO BE ADDED AFTER
1. IFREEZE/THAW CYCLE. f
t.
rF .. ..
ti
1/2" BITUMINOUS ***
:AR MEETING MNDOT,,,..,'
�31 TYPE 41B '
a
TACK COAT (MNDOT 2357)
3138 CLASS 5
_JBGRADE'CORRECTION�PER
TWIN CITY TESTINGOILS,
NARKING AREA SECTION ENGINEER
***' SWEAR COURSE TO BE ADDED AFTER "
•1 FREEZE/THAW CYCLE.
*
BITUMINOUS PAVING SECTIONS
NO S('AI F
M BERTVI_E
PLAZA,
CITY OF
i
� D
MINNES(0TA
Q»
ALBERTV= P '`- A LLC
75 WEST VZING DRIVE, SUITE :104
TITTLE CANADA, UINNESOTA 50117
PHONE (651) 484-5635
FAX (651) 484-5701
nLnmOPEB
RJ MARC 0 coxsTW TION, INC.
75 WEST VMNG DRIVE, SUITV 104
LI'1TLE CANADA, 1QNIMOTA 5d5117
.rile
""PHONE (651) 484-5635
FAX (651) 484-5701
PLA21 LOCATION NAPP
NOT TO SCALE
I
/N
NORTH
4
i <
� r
— L 3
HE 1/4. tltx a. 7W = AW u
i SIC 7 -
SE 1/4, SECMON1:35 I
TOWNSHIP 121, RANGE 24
WRIGHT COUNTY, MINN,;ESOTA.
SEX
SHEET
TITLE
CO-1
TITLE SHEET
CI-1
EMSTING CONDITIONS PLANT
C2-1
MASTER SITE PLAN—ALBERTME PLAZA
C2-2
SITE PLAN—MULTI—TENANT'IBUILUING
C2-3
SITE PLAN—CULVERS BUIIAI`ING
0-1
MASTER GRADING do EROSIo2N CO NTI30L PLAN
C3-2
GRADING PLAN —MILT[ TEN.41NT BUILDING
C3-3
GRADING PLAN—CULVERS B_VUILDWG
C4-1
UTZ= PLAN
CB-1
DETAIL SHEET
C8-2
DETAIL 9ItEET
I1-1
LANDSCAPE PLAN
CADD FU QUAUMATION:
CARD false proporad b!r the Engineer/�orrJor this project
are Instruments of the Engineer s/Su ej professional services
for use soley with respect to this project Th4ese CARD files
shall not be used on other projects, for oddiiSUons to this project
or iopcompletion of this pro}Je�et by others ,githout written approval
by this Engineer/Surveyor. 1YrFh the Eipineeri7/S, wrle approval
o rs nay W pertnitted to obtain copies offtth uWD drawInq
fdes,for Nforrration anal reference any. All intentional or nsnintenlbral
nvi6icas, odmons or deletions to these cAW fibs sholl be made
at the full risk of that party mak4a such revisions, additions or
deletions oral that party shop hold harmlesslcond 4ndemnifY the
Eni;17i /Surveyor from any dr all reaponeilnl'ifties. claims and Oobilities.
f.
1"tr1'niti� urlly ,hat aft plan. spedficatIm or rgwitt: was
prpor d by me or wider my &Oct srprvislon and%that I
} an a Ady registered Prornsbnd Enosr rsrdr V41Aows
DATE
REV ON
k
4A �
r
QUALITY MANAGEMENT REVIEW:
.$1-1!1
BY: DATE:
o
ASSOCIATES
Plu>tiaK a (NI Rolineerlog e' IIu4 5mrayhl&
ID * mmmhl • Ar aaedou
TL01 8010110ctr Lee. wile SOD. 1DOw1101106VYma-k 66760-6542
TdspLms: (612WA-M re=ddDOWA-=
OWN M Pa
DETAIL SHTMET
NOT FOR CONST£IUCTION
PROJECT NO. e�
9919OF ��_2
ALB E RJL V 1LLJL.J
17
P. LL 1-Z A 2ND ADD
LOT 1 BLOCK 17'ALB""l""""""""RTV1LLE PLAZA 2ND.ADDITION
ALBERTVILLE7 MINN SOTA
CONSTRUCTION PUNS
NORTH
NOT TO SCALE
NE 1 /4, SEC 2, TWP 120, RGE
SE 1/4, SECTION 35
TOWNSHIP 121, RANGE 24
WRIGHT COUNTY, MINNESOTA,
VICINITY,"".MAP.
SHEET INDEX
SHEET TITLE
CO-1 TITLE SHEET
C1-1 EXISTING CONDITIONS
C2-1 SITE PLAN
C3-1 GRADING & DRAINAGE PLAIN
C4-1 UTILITY PLAN
C5-1 STORM WATER POLLUTION PREVENTION PLAN
C6-1 PRELIMINARY PLAT
C8-1 DETAIL SHEET
C8- 2 DETAIL SHEET
ENGINEER:
LOUCKS ASSOCIATES
7200 HEMLOCK LANE
MAPLE GROVE, MN 55369
TEL: (763) 424-5505
DEVELOPER:
RJ MARCO CONSTRUCTION, INC.
75 WEST VIKING DRIVE, SUITE 104
LITTLE CANADA, MN 55117
TEL: (651) 484-5635
� � 9. 2006
C I T Y 0' ,F
e p
M I N N E S 0 T A
ALBERTVTT.T,F PLAZAS LLC
75 HEST MING DRIVE, SUITE 104'•
LITTLE CANADA, MDINESOTA 55117
PHONE (651) 484-5635
FAX (651) 484-5701
75 WEST VHaNG DRIVE, SUITE 104'•
IITTLE CANADA, MINNESOTA 55117
PHONE (651) 484-5635
FAX (651) 484-5701
JIr Pl a LOCA77ON MAP
NOT TO SCALE
-- -I-
I Syr
INE 1/4. SM 2 rw >a% Cac a� S
SE 1 /4, SECTION 35
TOWNSHIP 121. RANGE 24 !I
WRIGHT COUNTY, MINNESOTA:-
sIIE�r nmEx
SHEET TITLE
CO-1 TITLE SHEEP
1131-1 EXISTING CONDITIONS
C2-1 SITE PLAN
C3-1 GRADING, DRAINAGE PLAN
C4-1 UM TY PLAN
C5-1 STORK WATER POLLUTION PREVENTION PLAN
C6-1 PREUMNARY PLOT
C8-1 DETAIL SHEET
C8-2 DETAIL. SHEET
CADD FlLE OtJAL1FlMON:
CARD fits prepared by tM Engineer/Surveyyor for this prLolsct
am instruments of the Erglnser'a/Surveyol. profaasiond l: aarvicea
for use holey with inspect to this pro'ect. These CARD f les
shai not M used on other projec4, or add no to thlfln project
or for co pie
of thla project by others without wrtt4n approval
by thin Engineer/Surveyor. w the Engineers/Surveyori�capproval
o ars may be permitted to obtain copies of the CADD;ddrowing
foe. for information and reference only. All Intentional o:rrunlntentbnal
revisions, additions or deletions to these CAD des ahorillLbe made
at the full risk of that party making such revision., add;liVans or
detetlona and that party eholl hold harmless and Imdetnnnity the
Engineer/Surveyor from any & all msponvibilities, clalms3cond liabilities.
I hereby Certify that this plan, specification or repaort was
prepared by me or under my direct supervision amd Ihat
I am a duly Licensed Professional Engineer undenllhe laws
of the State of Mlnnssota.—�s
jon8than 1'M-n-avan - PE
44613 /y,,.Z 4q:—A6e-
License No. Date
DATE REVISION
QUALITY MANAGEIENT REVIEfr:
BY: DATE:
ASSOCIATES
I'taiaizinL - M b&eaiq - Lad bone
b*oameuw - ArcLaeolop
7= jie 1-1, lase, Sub 000. Idozevpai6 Enacts 55.w:6q-=
Tdeplt— (M)CI-M ler (M)1 A-=
02008 Web Pate toadmaidesmo m
TITLE SHEET
PROJECT NO.
99190 00-1
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-- - --
SITE PLAN GENERAL NOTES 1 / `y : 'y�\ `
Aw
1. SETBACKS: = 5' / ` J�
= Front parking setback ! USES: S ; c �
Front budding setback 35 P 9 _ / LIST OF POSSIBLE UTB
Side buildiing setback = 10' Side parking setback — 5' I / �.► \ �c'' n
Rear build
ling setback = 20' Rear rear setback = 5' RESTARAUNAT
• �� e`r6 \ \ OJL �C��,
2. ZONING _ AUTOMOBILE SERVICE 6'A
B-3 PUD �• 6�` \ ���4 C
Existing zmning = B-3 PUD Proposed zoning — 32 \
°' / PROFESSIONAL (OFFICE / .\ o �j -,� '�C4S 61,(0 ELEC MH
3. PARKING` `SUMMARY r' /
Surface r..gular stalls = 56 Surface Handicapped stalls = 2 /!! BANK
//
Total Surflace stalls = 58 Surface stalls required = 58
/ � � ' • �`",� e �
4. AREA/D IN ITY / I MOTEL \
i Total Plat Area = 175,145 Sq.Ft. or 4.02 Acres = 100% � / O
�, DAY CARE / \
Lot 1, Blmck 12 Area = 87,120 Sq.Ft. or 2.0 Acres _ 50% I OD I / ep
Lot 2, Blkack; 2 Area = 88,025 Sq.Ft. or 2.0 Acres 50% I `•'J RETAIL S A LEE S / 7c
a ncrete curb, utter and sidewalk shall be furnished and installed
5. All paving,], co 9 / I
in accordrance with the details shown per sheet CS-1 and the requirements of
I \ •
the City.. `See Landscape and Architectural Plans for any I / / \ %joGs
additional) �hardscape applications.
6. The City'Department of Engineering and Building Inspections Dept. and vth k \ / / J Oti $ I ELEC MH
construction' engineer shall be notified at least 48 hours prior to any �` J,
within the; street right of way (sidewalk• street or driveways) \ \` c'g o \
o /
7. Minnesofm State statute requires notification per "Gopher State One Call" prior' o�ip� ` �` �� -r �`' F<<�96
to comrrwencing any grading, excavation or underground work. o ? obs 956, 93 '
\ 43
8. See contract specifications for any removal details.
wa or as art of the site
9. Any sign) Qor; fixtures removed with in the right of y p
work shalll be replaced by the contractor in accordance with the City GS ��� S,, \ \ / 0 \ \
re uireme:nts. The contractor shall preserve and maintain any existing
q 0
street li jhts and traffic signs per the requirements of the City. / `� \ / r- 0 "g NUS 1�
Clear anxtl rub and remove all trees, vegetation and site debris prior to \ ? ��` \ / ,/ 0, `0 �s � \
10. CI g� 6 O :V,� N�dW'dM tom' 7
/All : removed material shall be hauled from the site daily. All clearing C
grading. performed per the contract specifications. %''� ' f; �O� ` \ , t / <<'p- '�� NO f�*1 \\ ��jj l�`D �'• 7 g V"S,
and grubfbing and removals shall be p p / \. \ /
Erosion control measures shall be immediately established upon removal. �� ��
(See Sheet C3-1) \ \ .w \ \\ ��¢ P +��5 b
11. The conttractor shall be required to obtain all permits from the City as \.,` �� v \ 9
\ \ ` ` � 3y
required' ffor; all work with the street and public right of way. , •� A �;., \ / - --- \ � 0
' O \ \ \ � �GRMo� \ \ 30'R p•O ',I
12. A signifiican`t portion of site improvements not shown on this sheet are described 1i' / i1O • \ ct•6y
and provjidea in further detail on the Architectural and Landscape Plans. This I' f/ \ ; ' "a /� a cgy % � /� Q `
includes-, [landscaping, lighting and other fixtures. •� \ \ �Irq tis U. `N 'RFC \ CFO
13. B618 corncrete curb and gutter shall be installed at the edge of all common _ • _ . \ \ 'I I�p4i 'per A 5'
drives erred parking lots. Surmountable curb placed along th south side of the — • • ..� J / - '' R / /`� ` / \ �� O L0N`� 1,00 .r
proposed) building. oho / "f'•. `�� `S \ N "�O
CALL BEFORE YOU DIG! / / 1: f r s81
q Y ,
{ Gopher State One Call �• i �L• o s \
TWIN CITY AREA: 651-454-0002 rp,� \\ rr -10) �� �' / Q
tnt�+ TOLL FREE: 1-800-252-1166 •.��o? @�� as j ��@� /
/ -- .� i `' / \ ` OHO •� 0 �.
0 (5_ �.
�A.
/ � � •� a ICJ /
tie
POND o.
U � /
fare / / / / / / •rL� �� / SNOW STORAGE \ v O. ®_ ` a 07� n
30'R IQ
kk . t a
�@ % U 4 % / 5� M O \ AaNS�NC r IV
?D 3¢ , 1 —0
14@te4F 4 � Qh� ^A') / lJ•A Y 014/�RNCR� —R ' ¢ .. ,.� ri►:;` t* /
/ / 12� Qr c�NCRF�+.:•.
•O ��^ O ` �� G i / v EDE TRI N VAN Z ,.,.•\ q:�K r r .
O // . a 1 'Q`i`y 1 % UR RA P 2
Ro �E
pa C Oq �F �` 6' CONC. SIDEWALK
FCC2 ,'1a,tJ+sW ryas
FF ,q a �a I
7� FFE=967.0 FFE=967.0
7
0Q I► a I 9,520 S.F. .l 6,968 S.F. o 7
\�,\�'o i a rn i RETAIL GOODYEAR �m
CA
ONCRETE SIDEWALKS CONCRETE SIDEWALKS D;�
a I o 1 TRASH 2 5 0' 24. 0' UZAREA
y Z � •� y � � �� +• tag
r
` W ------ N TIP SURMOUNTABLE CONCRETE CURB411
% ----------------' b ;� ��� �0
�cn o / N4
e/d /. ��� �� I I field line
iQa @�mmmm ---- -
3� N_ �
j �. 255.93 j � f
`:\ i'•
edge f Corr, field-�--S89'42'05"W 602.18--All
CURB TO BE REMCOVED UPON � a �
�\ / i/i C,
Ip tank
:D //�\\\ FUTURE EXTENSIOM TO THE SOUTH
\ KSIDE, . �� 'A
corn field j
WELL NORTH
,(b E F7 H P T
�I of 5ec.- 2 0 30 60
n
A11DITION
t•b
existing
building
Benchmark: Top of bolt at the SW traffic light standard] at the SW quadrant of Co. Rd. 19 & Co. Rd. 37.
SCALE IN FEET
ALBERTVILLE
PLAZA 2ND
./ADDITION
CITY OF
� o -
M I V N E S 0 T A
Q>I�
AMER MUE PLAZA LLC
75 WEST VUONG DRIVE, SUITE 104
L rnE CANADA. ilitERMOTA 55117
PHONE (('851) 484-5635
FAX (t851) 484-5701
1�8PEH
RJ MARC O coNsmumox# ma
75 WESIT VHMG DRIVE, SUITE 104
JXrJ E (CANADA. MENNESOTA 55117
PHONE' ((651) 484-5895
FAX ((851) 484-5701
ICY PLAN LOCA71ON MAP
NOT TO SCAIE
IIll
I
NORTH
94
II stiSl�ia
I 3
NE1/a,_ soo2. TO I= MXu
SE 1/4. SECTION 35 I �'
TOWNSHIP 121. RANGE 24
° WRIGHT COUNTY. MINNESOTA.
sir nm�C
SHEET TIT=
CO-1 TPt'�'LE SHEEP
CL-1 E)nSMG CONDITIONS
C2-1 S111- PLAN
0-1 GVMING, DRAWAGE PLAN
C4-1 UT -11 Y PLAN
C5-1 SITORM RATER POLLUTION PREVENTION PLAN
CS-1 PRIMARY PLAT
C8-1 Doi PAIL SHEET
C8-2 V=AEL SHEEP
CADD RLE oUA-611nCAnoN:
CARD Me@ prtfpored by the EnginMr/Surveeyyor for this project
nne are imtnnt-ts of the Engineer a/Surveyor a professional services
for use solsyyrwith respect to this project These CARD fibs
shag not be eased on other projects, for additions to this project
or for complittion of this protJect by others without written approval
by this Enginaw/Surveyor. Wfh the Enpineers/Surveyors approval
others may b� pemutted to obtain copiu of the CADD drawing
files for Infon•'.notion and rarto once only. All Intentional or urmtentionol
revisions, addWans or deletions to these CADD files sholl be made
at the full dikk of that party male n such revisions• additions or
deletions anditthat party shall hold rmless and ImdemNfy the
Engkrwr/Survdayor from any & oll responsibilities. claims and I'ablfties.
I herebytcertify that this plan, specification or report was
preparetti_ by me or under my direct supervlslon and that
I am a dul}Y Ucensed Professional Engineer under the laws
of the State of Minnesota.
Jonathan 1. Donovan - PE
446131 r% ZS-"06
License Mo. Date
DATE E REVISION
QUALITY PUNAGEIENT REVIEW.
BY: DATE:
v v
ASSOCIATES
w* mbs a " D*U" ias . U a ft,,yIO(
Ilnriril mmw • Arahaeolop
nW1-&Mb lc I=% Sub M% Its. mao"ots ti o-M
Try 1�+, >►.>r 1�)�+-�
02006 Web Page l U*—,,UJ- m
SITE PLAN
PRLiIECT� r Nil•
99-00F C2-1