HomeMy WebLinkAbout2003-02-25 Fully Executed DDD LLC Third Amended CUP & PUD CITY OF OAK PARK HEIGHTS
THIRD AMENDED
CONDITIONAL USE PERMIT
AND
PLANNED UNIT DEVELOPMENT
FOR
DDD, LLC
File No.: 798.02 -02.23 Date Issued: February 25, 2003
Legal Description: (Washington County Geo. Code 06- 029 -20 -24 -0004)
LOT 2, BLOCK 1, KERN CENTER SECOND ADDITION
Owner: DDD, LLC
Address: 3686 LAYTON AVE. N.
LAKE ELMO, MN 55042
SITE ADDRESS: Memorial Ave. N. and 55"' St. N. (Kern Center)
Present Zoning District: B -3 HIGHWAY BUSINESS AND WAREHOUSE
Permitted uses set forth in Ordinance 401 Section 401.300
I. CONDITIONAL USE PERMIT FOR:
Applicants have applied for an amendment to the CUP /PUD to permit building site changes to reduce the
proposed size of building #2 of this phased project. Modifications have been allowed to allow a slightly
smaller building as displayed in the attached site plan.
All uses shall be subject to the following conditions and /or restrictions imposed by the City Council of the
City of Oak Park Heights.
Il. ADDITIONAL RESTRICTIONS AND PROVISIONS:
The following additional restrictions and provisions being part of the Third Amended Conditional Use and
the Planned Unit Development Permit to be issued herein shall include the following matters:
Pursuant to the Second Amendment the following was approved:
1. The site plan has been revised to allow for a 572 square foot addition to building #2 to allow for
trash storage.
2. The parking lot site plan has been revised to eliminate eight parking stalls within the center
parking island.
3. The grading, drainage and utility plans are subject to review and approval of the City Engineer.
4. The lighting plans should be revised to comply with the lighting standards of the Zoning
Ordinance or the fixtures are removed from the northeast side of building #2.
5. The landscape plan is subject to review and approval of the City Arborist.
6. The building department of the city will monitor parking allotment /allocations between
warehouse and office space utilized on the site. Any combination of uses on the premises that
exceeds parking requirements as outlined in the city ordinances shall require the owners to apply
for and obtain a variance prior to implementing such use or uses on the site.
Pursuant to the Third Amendment the following was approved:
1. Buildings #1 and #2 shall be permitted a total of 17,604 square feet of floor area for office use in
combination with a total of 7,200 square feet of floor area of warehouse space based upon a total
parking capacity of 99 stalls on site.
2. Grading, Drainage and Utility plans are subject to the approval of the city engineer and
engineering comments contained within the Letter to Bonestroo, Rosene, Anderlik & Associates
dated February 11, 2003 as directed to Acting City Administrator, Judy Holst. (Exhibit B).
3. Landscaping plans shall be subject to the review and approval of the city Arborist.
111. Reference Attachments:
Exhibit A: Site Plan
Exhibit B: Engineer Letter of February 11, 2003
IN WITNESS WHEREOF, the parties have set forth their hands and seals.
AK PARK H
Date: 3 By
avid Beaudet
Mayor
� f
Date: By
Jtd'y HolSt
Acting City Administrator
DDD,LLC
Date: By
Charles H. Siedow
Vice President
a Date: r D ,.
St ' hen H. Continenza
Secretary
Exhibit A
(' C O M M E R C I A L P L A N R E V1 E
D D D L L .0 - B U I L D I N G # 2 FOR CODE COMPLIANCE
A. GENERAL INFORMATION
O W N E R E N G I N E E R A R C H I T E C T Project Name DOD LLr- Buldng 12
B U R L E R S T I N C. S T R O H L A M P E R T Lot Sh 2.50 Acres IM965 heig C
HW'Y 36 Minaol° ,
E N G I N E E R I N G A R C H I T E C T S Zoning And Land use 0 -3 Worry easiness & Warehouse
1 424 80TH Ave. N.E. 1128 emorial H Y Y 13837 NE Lincoln 5t. Green space c overage 31,569 s.l. /108,96 5 s.l. - 2 &sz
Spring Lake Park MN. 55432 Mendota 119ts„ MN 55118 Ham Lake, MN 55304 B. APPLICABLE CODES:
Phone: 763 -786 -5312 Phone: 651 -454 -9455 PLANTING AREA
s Phone: 763 - 755 -121 i 2. oOa Pak Bu ildin g ghts Co de, -09 o-ahan ' WW dEap1� c 1997)
r� 1 Mi State Buldng Code 1998 Edtion
4. Mimtesato Disabilities Code 1999 Edition
sal' 5. Minesota Plumbing Code 1998 Ed:lion L A M P E R T
M innesota Electrical code NEC 1999 Edition A R C H I T E C T S
r �?� y ,�• / 7. Minnesota Energy Cansawtfon Code 1999 -2000 Edition _-
4 Nun n la F'r C od e ads
1997 Edition
1998 Edition Ham
7.
nco 55304 ! ®�
55 ST N 0 ° � +v �^� / \ \ 10, Minnesota HN.AC. d: R Code 1998 Edition Mrona :76].753.1 foxaea.7a7.aea9
12. Elevator lor Safety Code 1 Edition
IempMwomprH- eaeh.eom
C D OCCUPAN8 &L (U �) Group B
ARCHITECT CERTIFICATION:
°R / I I MEREST CERTFY THAT "S PLAN,
NORTH // / \ \`� ,�^ Warehouse - 5324 sl (UBC 311) Croup 5 f VECW",711 REPORT WAS
VICINITY MAP / / POND AREA \ 1 D. APE of CONSTRUCTION g�qV� TE WITH AND MATE AY AYM&Y DIRECT
NOT TO SCALE / / ( _ DRAVWMN, \ \ \ \ s, Fully sp iddered h camPllonoe rith UBC standard 9 -1 and 9 -2 �' " S TATE OF U
MO THE
BUILDING `a• E. BUILDING, AREA, HEIGHT LAWS OF Trc sTAre cs uwHESaTA
Total Square Feel: 7,604 aL, 1 .Story Sec A'
// `� - \`\ ` *1• 02 o 4 F. ALLOWABLE HEIGHT AND BUILDING AREA LEON R [ UarPERT
BITUMINOUS PAVING / / / \ e 8• o O ffow
ff? o �p 1. Aade Nelghi (UBC 505. 506, Table 5-8) 40' -0' Z Stories I3669
MOUNTABLE CURB 1 /2' RADIUS •h / / `\\ OV� gA'�ry Z Proposed Height - 20' -8' - I Story
Q uanx Aa
!k� • / \ h P* 1 Allowable Area - Type V -N
COMPACTED TOP SOIL h , y / / y ? 8,000 S.F. x Separation (UBC 505) 2 °ides 4O%- 11,200 S.F. oA><
E ARTH / EXISTING
TRASH ��• \ Y SprkiMer (U8C 505.3) 300% - 33,600 S.F.
11,200 S.F. + I Story Approved
ENCLOSURE \ 4. Area Check - 7,60f/3J,600 sl, - 22.6% < 100% 19
G. OCCUPANCY SEPARATION UBC 302.4 � C t t
G
d -I IF- I _ �' / S �:e• •tom ( )
" 0 _ �� ^ rip• / / 16 / ` O' 1 How Separation Between Tenonl Spaces
! / - s• o H. AREA SEPARATION (UBC 504,6.4) I t
Not Required
FIRE RESISTIVE RATINGS UBC TABLE 6 -A ''�t 1 el
I, • E
�--I I -I I pia I hr I I I i - III - I ACCESSIBLE CURB CUT ( )
L SCALE, 3 I6 - V -O Interior Baring Wolfs f How eas Than 20' -0' I
- I I I - III_ I - � I I_-- I / ` Al 2. Interior Bearing Wags No Requ menu
I 1 - 3. r Non Walls No Requirements
L Structu
f 14 ROOF HATCH, 4, m1. Framome No Requfrements
i S. Pannanenl Partitions No Requkemmts
�21MOUNTABLE CURB I I - 24' -0' 2D' -0' zo' -o' 45' -0 i /z' vERIFr LocAnoN ,/r \ & ninon Enclosu g re I HR 7. Flows And Flow Al SCALE: 1" - I_-U_ I I 9 \ & Rcols ond Roof Gi ni m"
No Ra$ kements
�O 9. Exterior Doors And Wirkwa Not Pwmilted Less Than .}4„
I \ 5 Fwt, Protected Less Than O 7F
1 RYd. ' rYV` I 10 Feet.
�- B1TUM1NOU O / \ J. GENERAL FIRE PROTECTION $ LIFE SAFETY FOR O
EXISTING BUILDIN ° \ HIGH -PILED COMBUSTIBLE STOR, (U,F.C, TABLE 81 -A)
T BUILDIN, G S. !11 r - DowNSPOUr, ry Q // Mole to K, OCCUPANCY LOAD (. ) C UBC TABLE 10-A Staaga He ght Nol To Exceed 12' -0 14500 I sPLASHetoac `0• / � P VERIFY SIZE & \ 18 Na SparaUan Required
r _ LOCATION w/ \ R POSED 0 ' MOUNTABLE CURB (TYP.) L. EXITING
I CONTRACTOR / 2A� \ SEE 2 /Al
HCL VEE ID �� _ (3 THUS) B ILDING #2 .0• 1. Number 01 Exits (1111C 1004.23) Rf.IXNRFA � , 604 S.F. AO• <501 Occupants - 2 Required, 2 Provided UP TO 1200 ' 1 4 >, A D• 2. Distance To Exits (UBC 1004.25) Fat OlATION FINE O 1 6 r r�y kr4, BL Less Than 250' -0• ` 0 SF O 3. Corridor Width (UBC 10114,14) C 44' At Occupancy Load Greater Than 49 em 4. Arrwgent Of Exits (UBC 1004.24) -TON STALLS ADJACENT I ROOF \" � Net Cess Than 1/2 Diagmd Overall Building Dimensions y
TO 8' -0" AISLES ONLY I I I SLOE \ �\ r SIGN E OTL.NG 1 Min a ( Width 32' Pr Dow • x
o u I BaLAR05, R �.}• 3 /Al 6. Dow Width (UBC 1053.11,3)
r -
(t THUS) -� AN Exit Doors Are Min, 3' -0' in Width EEf
E 4 / ' F� +�' 7. Dow Sehg (UBC 10013.1.5) O a
' I = Doors Swinq Out Where Required
ry I \ & Type Of Lack Or Latch (UBC ID0111.8) ,
Z I r - ox C tnable Fran Inside Without Use Of A Key. ® .�
a 1 I
Man ally Operated Edge- or Surface- Mounted bush
5 THUS Belle and surfers 8dts w My Other T e of DeKce O Q O
• I I '' - ( ) That May Be Used to am or Reslrah� the Door Shelf L_
Not Be Used C
I 1 j I 12 / C0M MERCIAL PLAN RE VI E W FOR M. OTHER
/s1 ACCESSIBLE PARKING SIGN t 28 8 U ! L D I N G ENVELOPE COMPLIANCE . 1. Building IS Accass3le
Al SCALE: t' = F -O" - _ Z Root Access (MSBC 1300,4500)
-- � - 4 -- -' -'` Holes Energy =e r mem3 Compiled Using COMcheck EZ Z1 Release I Canmerdd 60' Ships Ladder .
• ) ---------- - - - - -- R r Buidhq Camplionce Sollwon Far
the Minnesota Energy Code 1 Root Hatch (MSBC 13UR4500)
- - - -- - - -- A. GENERAL INFORMATION Not Less Than 9 51. With Min. Dloenww 01 2' -0'
r i 4. Draft Slops (U8C 70&3)
1� O' Pro)mt Localion: Washington Canty. Minnesota (ablate Zane 16) Not Required GWgfil 1003
�a 288,49 588'25'S7'W Q• r -- �� Hmt41g Degree Days: 7,889 (Bose 65 F1 5. Recycling Spoce - hterta Trash Eadosure (MSBC 1300.4700) Lsanwd L-pt Arohnrals, P.A.
• $ Coding Degree Goys 6s5 (Box 65 F) N. PLUMBING FIXTURES - INCLUDING ACCESSIBLE (U8C APP. CHPT 29) � Yn By. eeo
N al B. REQUIREMENTS Required Checked By. LL, LML
z The Following Calculations Assume ThaU Occu pants
Revisions
s'r sin. PIPE 5 5TH S T NORTH � � e wet« a to
FILL ROUND TOPN0. - AN Joints and Penetrations Me Caulked, Cwsketed, Z Urinds 12.1102 PRELIMINA
a m Weather- stripped, or Otherwise Stood 1 Lavalariea t 01.21.03 ISSUED
1 O PAINT BOLLARD - Windows and Doors Me Certified u Meeting Leakage
Requkmards
' NORTH ° ° t, Fountains
.1 NORTH Service Sink -
30 LB FELT JOINT o b - Component R -values and U-wlues Are Labeled
t SiTE PLAN OPTION A
S _ MATERIAL TYP. Al SCALE: 1" - 30' -0" �� - � u Cerofied � 0. PARKING
i BITUMINOUS - Vopor Retarders Are Installed per Mchitectwai flans 1. Office: 2280 s.L 0 2DD &L + 3 - 15 spaces '..
i
PAVING 2. Zane 2 -7 in Exempted Stoles) Z Worahou- 5,324 s.L 9 1 /1000 s.1. - 6 So""
C. ENVELOPE COMPONENT BREAKDOWN 1 Total Sp aces Requked - 21 Spcc
Buidxlg Component Meo/Per. Coe'ty R -value Cant. R -value Assembly U- raclor 4. Building jl p ,king - 38 Spaces
e 5. Building J2 PwMn - 61 Spaces
ROOF Norwood Jo sl/Tum 7,604 sL - - -- 2,.0 O,0 & Told Parking Provided - 99 Spaces SITE PLAN -A
W ALL- 12 CMU w/ I.I. In.l. 6,969 sl. - - -- 120 .068 7. staff Size - 9' X 20' Sldls
Wows: Db1/rnt/r k /Sh9L+.60/PI -D 630 s.1. - - -- - - -- .630 & Striping - e While stripes CODE REVIEW
e 12'e FOOTING DOOR: Owheod I.ODO at. ---- ---- 1.450 P. PAVEMENT DESIGN:
DETAILS
1T'r �__ ____ I. Al Drift AL9es And Truck Poneuvwing bleu
DOOR: Opaque 96 LL ^700 Z' Bituminous Wear Course MN. D.O.T. 2331 Type 41 Sheet Number
(2)6 STEEL BOLLARD DOOR: Air Lock Entry 75 &1. - - -- - - -- ^soo 2' Bituminous Bkwar Cows. uN. O.D.T. 2331 T)Pe 31
Al SCALE: 1/2 - l' -0`
s' compaclM Cl ass s sax MN. D.O.T. 3136
SLAB: Unhealed w/ 12' Vert Insu4 620 it. - - -- 5.0 -- -- 2, All Pwkng Arms
1 1/2" Numinous blew Course MN^ 2331 Typo 41
wr
1 1./2' Rilumina Binder Course MN. D.O.T. D.0. 2331 Type 31
D. RESULTS s' Cwnpocted Class 5 Base MN. D.O.T. 3138
1 Verify With Existing $oil Conditions And Ad)sst AecordnglY Al
Tina En Mope P.m: -The Design is 151 Better than Code Y {..� R
Pro�tX 0lI�iiLT
D D D L L IJ +$ C +L PLAN R EVIEW
`a� 5 F O R C O D E ' C O M P L I A N C E
OWNER ENGINEER A. GENERAL INFORMATION
R. L W H I T E' A R C H I T E C T Ace 108,955 Pmiad Nome LJ..4 Bulldhq 92
BUILDERS INC. S T R O H L A M P E R T Pmioat Laaatkm ODD Oak Pa k h 4
_ HYfY.3a E N G I N E E R I N G d9hh •Yhnca+a '
1424 BOTH Ave. N.E. A R C H 17 E C T S Lot Skw 2S0 a.£
i t 28 Sibley Memorial Hwy, 13837 NE Lincoln St, Zmhg And Land Use: 8 - 3 Hlowy Do,* ea a worwhmta•
Spring Lake Park MN. 55432 Mendota Hgts., MN 55118 Gsnt Space cowsagm 37,827 ad/1D5.95s aE _292
A< Phone: 763 - 786 -5312 Phone: 551 454 - 9455 Horn Lake, MN 55304 IL APPLICABLE CODES
PLANTING AREA I. Uifmt dklq Code
Phone: 7 -755 -121 1 . no
Bu9 1997 Mgt.. (UBC 1987,
2 Ook Pak Hsighta Zmbg OMhmce Camml Edltlm
3. Ylnns is State Butdhg Code 1995 Edllim
S
• r� �'/ \` 4. Mk mesata o� ul 9a Cad. issa Em ' L A ` M P E R T.
8. M i n"w ta PFlmbh Coda Elfluo
6. YIntl.soto cad. NEC 1999 EdWw
. 55 47, Nom _ . q,� g .�'y , n
7. Yhmnoto ARCH 1 7 E C T S'
n� / �� 8. Unffam FTn Cods Cads 1999-3000 Editkm
,t+ / • • ® O A Yklnesota Ft. Cod. 1997 MUM ,3837 NE Uoln Sheaf —
11 UnIrorm Yedlonkst Cafo CaM 19 nc
98 FARM mea.,ras,rs.lzt, re.:rss.7sxza/s . • .
/ \ \ 1991 Nom take, MN 55304
12 gewtor Safety Cad, 1899 EdRial femp . naeTp.d- arched.,,
\� BUILDING r•?'aYj' = t». OCCUPANCY GROUP
NORTjj ^v; orRee - 4,100 M. ARCHITECT cERTtFTCanoN:.
N07 T0 ,
I I TY ,k 4 A \ry Wseh -- - 9.572 e £ (UBC 311) (;,.p S-1 I ROMY an,aY YHAT ,xs PLAN, , �\ ". . • • • ca,oAlp9 ort rdsoxr wti4
SCALE
/ vc tlF r m m 9 o D. TYPE OF OONSTRUCTION!
®® / L DRA y •� •� / uE at slope My -
/ TTps y N PFAbiSa N ANO THAT i AU A O -
• // `. / , \��� •'3; °2 c')- i ACCESSIBLE PARKIN Sip. 0 I..M ti... .i..I .. » ».��aw.:. -�o. .+a .....I...a . I w.� L . .a mrn
_ / J O 0 S GNAGE SEE D7L E BUILDING AREA, HEIGHT /
BACRFILL W NEW- / ! Y --" G
GOOD OUALTI' • / /, \ \ `tT yd• O ZGray ,IA1 • Totd $quaa Feat 13,572 i£, 1 Slaty •' 7 ,,�i��C_ - r
7OPS01L•k SEED + :n / / Ts• /cl 2 0 2 0 F, AL LOWABL E HEIGHT AND BUILDING AREA
lEd1AR0 ULNett
rmwr unit
--NEW BITUMINOUS ' ti �• / , \ m ` W z �� _ �� _�•• s-B) 40' -0 2 Stains
PAVEMEN]' ,�` I ' ' / EKISTINC ~� \. �y�' 3: Allawade Ana - Tlpe 1LH
�I I j ,•;' ; �° F TRASH • r i^ `� 12,000 SF + 1 (l7BC SOSj W�1�a e (t 6C 5053, 300.r 36,000 $F a
ENCLOSURE. \\ 0 13,676 s
r 0g i, 38,0% < iWF
4 Area Ch.* -
� ^ N / / __-•. Se% i6 i � � '
G. OCCUPANCY SEPARATION (UBC 3024)
_ ;
• ` L_ • 7 b \ + 1 Hour StporaUm &tw.m B
E B S -Z tkaupandea
YISTINC SUBGRADE SOIL' \ - H. AREA SEPARATION N 504.8.4
CLASS 5 BASE tf
t f r- 5 AC )
A BLE CUR
AlE B U
C
• i / T Not r„d
1 I / ,� v � - CONCRETE Al SCALE 3/16 a 1-0" I. FTi��RFSTSTt is RAl1NG5 rrUBC TABLE 6 -A i
6612 CONCRETE CURB , I .. L ' / Q` ($ O i 0 1fUS z Ent ripr Beam wu f t How Lean Than so -o
Al Nor 10 SCALE ,[ ) 2 mterwr ea 9
f - D -rr 100 -3 1/2 m og `\ z Exterior N °o _heatngg Via. No q�aamnv
5• 1 I ,c` ry �O. \ S. Pe wmt s Ma R mant
1 �� 0. I `- BITUMIN ` \� \ 7. F o And�Floor Caalhgn � No Raya4es«,ts
yyy111'" � ROOF & Roof. and Roof Ggng.. No R.quMnmta
HATCH 511dor Dori Aad Mndcwa; Not PamlHed Lm 1b. I` EXISTING BUILDIN ` o FF�P ro tectad Lcv Thla LL_ 0
v
I BUILDING 1 r- s ? ?� PROPOSE \ �J
14,500 S. I o BUILDIN #2 b ` > GENERAL FIRE PROTECTION k UFE -SAFETY FOR to
-- \� 13,672 ,F. HIGH -PILED C011BU57,Ei{E STOR (UFC TABLE 81 -A)
Rot.601 Stwo" Hsight Not To f5c"M 12'-O• .fr..
S- PP 0 SP (7YP.) 8612 CURB, K. OCCUPANCY LOAD U6C� TABLE 10-A �` •�
REQUIRED 1 ' L_ Try \ SEE 2 /At No Hour SaparoN Requied � ) �••� '�"� •C
UP TO 1700 nNE �+ , S)
y FOR MOLAna, / \
AccmBLE / 0 0�� L EX1i1 { F�a g r�. I
SEE 6, /OT / �� Dip 2 olata��o°MEdta DC �k.4 2 Pr.WdW •, /Y'� - s
' L.n Thm 250, -0 1. s) ! . w '
'Q J• gr 'F' (LIDO 1004, &!)
TO
y
ON STALLS ADJACENT I ROOF 8 V O / n +F 3.' Corridor -th
8' -0' A cc ONLY
o - ° 'O= p0a
Not L
; 4, 44' At .t a.Fse ,o
\/ S` ro , •eu eas• Thm `1/2
r BOt1MDS \ � 019dk,q Dlmxlstma
1
SEE 4 /At / ,/ S EYSdht ��a • 32� �q ➢uor , ~ ••
« , (18 THUS) \ v / ,� 6 oacr Wdu :(pet i0ota) eeJ at
7. OAJI EWE D,_ An. W. 3•-D' h Widih ' ' O CS.. CL
B. TV* Df�# but r Lokdt •(tom t U. Of A. 1 :
Fran iaNdr " N4_v, Y Op.rro
12 L
I w y O or Surfoee- Mounted 9oett
b' I /
Localiow Might
y /�CCES516� PARKING SIGN 1 -- - H U I DE N G 1 E N E V M P L L A N C E � � "
Al scALE 1 LA N R E CL
1 M OTHER
. ~-- .-- '------- •-- •'- -` - - -- �- - - - - -- ., NBa�ic Faarax R.g14emeais Camptad Us}iq CDMchsck Q Rdsow t Cammsrcki ,. B.A&q Is Acaesebl• -
l • I N - -- ring Cootpdme• Soft or Far the Uku;-w Code Ro of • • - .
I L____•'-- ----- --- __ -_-_ dr - - o -� ivy 2 Accem (MSec'13oa
` i ' A GENERAL INFORUA71pN w shfu Ladda Pr-) - 1 - � 3: 00.45g0 .•.
n 288•-09 588?S'S Proi
YW Y L Hoattnq Oagru Dayre g owta {CWmtr Zane 15) Root Hatch (MSSO,3
. Not Leas Than 9 SF, ft K, Dknmsioo M 2=0' •. • -.. ..•.. '
R T
n"n" 0-9- 6-3- (enfi 4. OrcrN stop. (UN 708.3)
6'a 57L PIPE v ' B. REQUIREUEN73 (Base 65 F1 5. ReeFdfilq Space - Ihtarlor pteft Firdoaus (YS80 1300.4700) Dra By: TIM; X4H," JRM . •• . .
ROUND TOP 's' S T H $ T Al L7 3 - 1 z 9 A ;;i a That N. PLUM6ING FIMRES - LUOING A S r. Lt, LME_
. _
FILL D CONC. = fie FaOowin Cdwla(1an IRi , . � , .E (UBC !fE'P. CHPT 29) R eal;d H'
• - Al Joints mid Penetratima An . R red gvtldens -- • —_.- . i
i PAINT BOLLARD a. W16W r -itrfpp d. or Othwwwtu Se d Dowd Ch Oeapm4 q �� t _�r .
- Wk da and Doom An Cwf &d as N 1. wotm•
30 L6 FELT JOINT Olaeete -i! ,' - .• • • 08.11.02 PRELIMINARY .
• ,. • AIORTtt1 °'U"g LD " z Urklds " I 07a2.o2 ISSUED
° e° l RWahxnanta
; MATERIAL
• TYP. 1 SITE PLAN ... �� ° N - Compa!mt•R -wivas and U -wkla An LM.(a -k Fn�ialtak�
BITUMIN i. _ OB.01.02 OWNER RE415lONS Q
OUS A7 i = -O.. 03 ' _ 4 salke sldL _ 4 PAVING , ® ( iryu Zmn 2-7 In D"tad Staten) % Q PARKING
C. ENVELOPE COMPONENT BREAKDOWN I. OtBec 4.100 a£ u 200 { + 3 24 Space.
Ara ± CaNly R-MUe k R-wlw Arrrmhly U- (attar 2. 2. Tot'! � 9•�2 aJ O ij�iWO st a In sp.-
f
Suva Camponant
iV •, ••. • r , fie• R"*ad
NOTE SEE GRADING RODE Norwood Ja1et/Truas 1$672 s L 24A JHO 4 Tatd Pakk g Protf¢ed 38
wALLt OW hand 12 C1fU w/ Mk maul 13,124 B, - 120 ,068 5. StgD Sim - •. W x 2W St* $ITE PLAN
12 DO
72 9 FOOTING EROSION CONTROL, WDwM Dhi/Dnt/lhefc /Shga.e.60 I' t. am 5. St*k g - 4 Wd1! Sttp�y
CODE
• •e P_
REVIEW
1.4E0 QETAR S
r�4 o "�i STEEL 6OLLAR0 DRAINAGE AND UTiL,Ty °° °Avg 144 s£ .70 P. PAVEMENT DESIGN:
Al SCALE 1 G 1-0 DOOR: Gkae 150 a£ __ 500 LAN Typ• 41
g Are
D61 Aislro And TudL Ymsuvahas
R 2' D AW s Wsor Case. on D.O.T. b 2331 Sheet Number .
m PLAN A S B UILT FOR SU$ tkdleoted w/ +2' Vat. ktsd. 620 (L �0 'Y Elhuh nk,qu: Btnd}r Caps. { ,Y£ q p,Y 2731 Tjpa 31
Aompaetad (3- 5 Beni #L tLMT. 3135
2 ,o Pad Artl¢s '. I'
UPDATED CHANGES
D. RESULTS 1 1/Y BHUnfiraur w.or Caafe kIN. D,0.T. 2,131 TTpe 41
The Fnve ope Pa sacs -fie Daslga is 10 3.Her thm Code B �COmpactod 00%5 Baas 1/N 4L 31382331 T}pe 31 ' EXHIBIT 2
�. 3. M"'Y YMh &&f+,9 Sag OondR6. And Adj t A-,fio ly
A N
C O M M E R C I A L PLAN R E V I E
L as lJ
® ® ® L 1 C B , ( / / (J L ® I N `r ( # n FOR CODE COMPLIANCE
A. GENERAL INFORMATION
O W N E R E N G I N E E R Project Noe: WD LLC. Budding 112
A R C H I T E C T m
Project Location: Oak Pork heights Minnesota
R. L. W H I T E S T R 0 H L A M P E R T Lot son: 2.50 Acres ICAS65 &f.
"our 36
8 U I L D E R S I N C. E N G I N E E R I N G A R C H I T E C T S Zoning And Lord Use: 8-3 Highway Business & Warehouse
Y Y 13837 NE Lincoln 1424 BOTH Ave. N.E. 1128 Sibley Memorial Hwy. St. Green Space Coverage: 28,016 sl. /108,965 sL = 25.7%
Spring Lake Park MN. 55432 Mendota Hgts., MN 55118 Ham Lake, MN 55304 B. APPLICABLE CODES:
PLANTING AREA I. Uniform Building Code 1997 Edition (U8C 1997)
Phone: 763 - 786 -5312 Phone: 651 - 454 -9455
r Phone: 763-755-1211 2. Oak Park Heights Zon- g.016ronce Current Edition
P� 1 I Dis Code . 1999 Edition
` p S. Minnesota Plumbing Code 1998 Edition L A M P E R T
S@ 6. Minnesota Electrical code NEC 1999 Edition A R C H I T E C T S
7. Minnesota Energy Conservation Code 1999 -2000 Edition
8. Uniform Fire Code 1997 Edition 13837 HE Lincoln Street
® 3 / 9. Minnesota Fire Cod. 1998 Edition Ham Lake, MN 55304 ®�
�ry ^ BUILDING Q 10. Minnesota H.VA.C. & R. Code 1998 Edition Ph ... :763.755.121t F..763.757.2349
it. Uniform Mechanical Code 1991 Edition bmp.dwlamp.rt .rch.c.m
12. Elevator Safety Code 1999 Edition
C. OCCUPANCY GROUP
ARCHITECT CERTIFICATION;
ci1p, ♦ / � \ Otfire - 2,280 s.f. (U8C 304) Group 8 1 HEREOr CERTIFY THAT nos PLAN.
Warehouse - 5,324 Lf. (UBC 311) Group S -i WED ICA71M OR REPORT WAS
D. TYPE OF CONSTRUCTION
NORTH / / //\ �ry APE 4 wi ANO HAT AM AY OCT
ULY
VICINITY MAP �\ / //� / Type V -N UCENSEO ARCHITECT UNDER THE
- \ / LAwS OF THE STATE OF MINNESOTA
NOT TO SCALE i IRIF VA \ `, \\� . /ba F ully sprinMered in compliance with UBC standard 9 -1 and 9 -2
/ 1 CWIL DRAWNGS �� \ s: 0 : E. BUILDING AREA, HEIGHT
I / / / Jg •>- ACCESSIBLE PARKING .
Told Square Feet: 7,604 s7., 1 Story n- RE
SIGNAGE SEE OIL. Y LEONARD LAMPERT
_ _ _ _ % s a 3 /At F. ALLOWABLE HEIGHT AND BUILDING AREA T -C
BITUMINOUS PAVING / _ S s 2y o ° o Q I. Allowable Height (UBC 505, 505. Table 5 -B) 40' -0 2 Stories Ines
/ / @. J
0 2 / O 2. Proposed Height - 20' -4' - 1 Story xa
MOUNTABLE CURB I/2" RADIUS + d` OJ J• ,"O 4,^
Q 3. Allowable Are. - Type V -N
COMPACTED TOP 501E •� / \�(/ 0 Q ° 8,000 S.F. x Separation (U8C 505) 2 sides 40% - 11,200 S.F. .ATc
EARTH me3 / / / �� \ ��v} 11.200 S.F. + I Story Approved Sprinkler (UBC 505.3) 300%. 33,600 S.F.
h.•- / EXISTING 3�
° I I TRASH II -I II=)I -- or / / q . \ 4. Area Check - 7,604/33,600 s.f. - 22.6% < 100%
- III I I - III - lj - ^ • ENCLOSURE G. OCCUPANCY SEPARATION (UBC 302.4)
° a -�] ! III - L -j� ,o�. s@• 3• t Hour Sepotolion Daiwa en Tenont Spaces
G_- IIi -III I I - I - I I 17 \ o H. AREA SEPARATION (UBC 504.6.4)
I I i I - � I quired
- III - I � I�D I I = ^ � I I III - III � 1 _ o' I. FIRE RATINGS (UBC TABLE 6 -Aj
f 51 ACCESSIBLE CURB CUT 1. Exler'wr 8-ing Wdis I Hour Less Than 201
-I I El I I- I- III -III 2. Interior Becrinq Wails No Requirements
I I \ Al SCALE: 3/16 11 -0" g an
3. Exterior Non -beorin Walls No Re qui
I 4. Structural From! - No Requirements
�21 MOUNTABLE CURB I I `- z 5. Prmonent Partitions No Requirements
SCALE: I . 1' -0 I rO 6. Shaft Endo sure 1 HR.
Al y ROOF HATCH, 7. Flo
\ ars And Floor Cell ngs' No Requirements
I I 20' -0" 24' -0' 20' -0' 38' -4 1/2" VERIFY LOCATIONS 8. Roofs and Root Ceding. No Requirements L N
9. Exterior Doors And Wind... Not Permitted I.. Than
8 " + I I o 5 Feet, Protected Less Than
10 Feel. 4 ",1
J. GENERAL FIRE PROTECTION & LIFE SAFETY FOR Li-
0" j DOWNSPOUT, �� HIGH -PILED COMBUSTIBLE STOR. (U.F.C. TABLE 81 -A) H
f I EXISTING BUILDIN SPLASHBLOCK $O. Material Storage Height Not To Exceed 12' - 0' hf1
BUILDING #1 r - _ & SCUPPER 4A!
S.F. VERIFY SIZE & K OCCUPANCY A
`O K UNCY LOD U8C TABLE 10 -A C
I 14,500 i / ( )
/ No Se o .lion R C
o l �- LOCATION W PROPOSED @• 13 p r �" ired
G
\ 1 I
CONTRACTOR 18 -
I _ (3 tHUS) B>�JILDING //2� / L. EXITING
i r 1. Number Of Exits UBC 1004.2.3
/ I MOUNTABLE CURB, (TYP.) <501 Occupants - 2 Required, 2 Provided Vf
f a x,7,604 F.
( )
VEHICLE ID
a o / 2. Distance an 250'! Q IDa.zs)
RE WIRED �O� `- ` p0 SEE 2 Al ( •_ � 4r
\ UP TO 1200 FINE I y0+ I U �o 0 ,I7N0@G /d 3, Corridor Width (UBC 1001,3.4) � � • t o
FOR VIOLATION
° 6; l .? 9 O• y % 44" Al Occupancy Load Oreota Than 49. '
o = I I O BIT v \ / '&40rf 4. Arrangement Of Exile (UBC 1004.2.4) •rf��
j 4 �� Not Less Than 1/2 Oiogond Overall Building Dimensions .J..
a: I UMINOU v / 5. Edit Width UBC 10032)
3
Y a ON STALLS ADJACENT ROOF \ Min. a- Width 32" Per Door
SLOPE W
TO 8' -0" AISLES ONLY I -X
I P ACCESSIBLE 4r 6. Door Width (UBC 1003.3.1.3) N • L
a 3 I I l BOLLARDS., \V SIGNAGE, SEE /
AN Evil Doors Are Min. S -O" In Width
O (tj
< m i i - (EE 4 /At DET
14 THUS) O
/ SR AIL 3 7. Do
/A r� w S S w ing 10
ut ere Rired A
/ ?.} 8. Type Of Lock Or Where (BC 1003.3.1.8)
w I 2 Operable From Inside Without Use Of A Key.
o I _ // \ g Manually Operated Edga- w Surface-Mounted gush O ft�
w I That May Be Used to Cie. or Restrain the Door Shall L 0 O
= I / ry °v' • Belts and Surface Balls or Any Other Type of Device
Not Be Use& CL . CONCRETE STOOPS M. OTHER O
12 (5 THUS) COMMERCIAL PLAN RE VIE W FOR
lc`y� 1 / 8UILDIN G ENVELOPE COMPLIANCE 1. BuadingIsAccessble
3 26 ACCESSIBLE PARKING SIGN I 2 Roof Access (MSec 13a0:45oD)
Al SCALE: I' = 1' -0" I I I Note.. Energy Requirements Compiled Using COMcheck EZ 2.1 Release 1 Commercial SO Ships Ladde
f ------ --- - - - - - -- - '- - - I 4 Building Canpliance Software Far the Mionnoto Energy Code Roof Less Th. of(� 1700. Wi n. oimension OF 2' -0' I.
I p er - - - -- ° I // A. GENERAL INFORMATION 4. Daft stop: (ufic 70e3)
I-
I ---- - - - - - -- - - - -- - - - -- •/ i Project Location: Washington County, Minnesota (Climate Zone i6) Not Required coprdght 20..
`o.
Lrd L - peH Arehll.d.. P.A.
�O ` 288.49 588Z5'S7 "W Q- -r 2YJ Healing Degree Days 7,889 (Sage 65 FJ 5. Recycling Space - nleria. Trash Endosura (MSBC 1300.4700) L-
D ECO
„ Tor -- m - Coding Degree Days: 68.5 (Base 85 FJ N. PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) r•
B. REQUIREMENTS Required Checked By. U.. LML
N N Based On occuponts Revisions
6 "• Sin PIPE 5 5TH S T N O R T N The Following Calculations Assume That: 1. Water Closets
FILL W/ CONC. x 3 - AS Joints ond Penetrations Are Caulked, Gasketed, 2. Urinals 12.13.02 PRELIMINARY
ROUND TOP Weather- stripped, w Otherwise Sealed 3. L.volwle.
01421.03 ISSUED
v . D. m - Window. and Doors Me Certified as Meeting Leakage 4. Fountains -
oi PAINT Bq.LARO o `o Requirements _
5. service Sink
1 n 30 LB FELT JOINT NORTH 1 I - Component R -values and U -values Are Labeled
MATERIAL Trn. l�11 SITE PLAN OPTION B �"� ES Certi6ad 0. PARKING
' Al SCALE: 1 30' -0 ®® - Vapor Retarders Are Installed pr Architectural Plans 1. Olke: 2,281 s.f. O 200 s.f. + 3 . 15 Spores
BITUMINOUS (Exception: Zones 2 -7 n Exempted Slates) 2. Warehouse: 5,324 sl. O 1 11000 s.f. . 6 spaces
o PAVING C. ENVELOPE COMPONENT BREAKDOWN 3. Total Spaces Required - 21 Spaces
Building Component Area/Per. Cavity R -value Cord. R -value Assembly U -factor 4. Building 11 Parkin . 38 spaces
l I ROOF: N onwa od Jeist/Truss 7, 604 s f. - - -- 24.0 .040 6' Building Parking • 74 Spaces 6 T SITE PLAN -B
. Total Parking Provided . 112 Spaces
c I I WALL: 12" CMU w/ IRL Insut. &968 s.L - - -- 12A .068 7, St
en = 9'X20' Stdia
a
WDWS Dbl/TIni /1M1/Shgc•.60/PI.O 630 sf. - - --
__ -- .630 & Striping - 4' While Stripes CODE REVIEW
Y e iz "p Fo0nr4c DOOR: Overhead 1,000 sr. - - -- - --- f.450 P. PAVEMENT DESIGN: DETAILS
'j 12•0 1. AN Drive Aisles And Truck Maneuvering Areas
Dodd: Opaque 96 zl. - - -- - - -- .700 2" Bituminous Wear Corse MK O.O.T. 2331 Type 41
OOCR: Air Lock Entry 75 s.f. - - -- - - -- .500 2" Bituminous Binder Course MN. D.O.T. 2331 Type 31 Sheet Number
amp.cted Case 5 Ban MN. D.O.T. 3138
U Al SCALE: 1/ - 1' -0" SLAB: Unheated w/ 42" Vert. Insul. 620 !l. - - -- 510 - - -- 2. AN PorWng Arms
c 1 1/2' Bituminous, Weer Course MN. 0.0.7. 2331 Type 41
1 I /2' BRumno Binder Course UN. 313 2331 Type 31
6' Compaded Does 5 Base MN. D.O.T. . 3138
` D. RESULTS 3. Verify With Existing Sat Condition. And Adjust Accord gty
Th. Envelops Pence - Th. Design is 16% Better than Code E
Project N>T i -[ 7
B onestroo
tonestroo, Rosene, Anderlik and Associates, Inc. is an t, itive Action /Equal Opportunity Employer
®®nestr®® and Employee Owned
Principals: Otto G. Bonestroo, P.E. • Marvin L. Sorvala, RE, • Glenn R. Cook, RE. • Robert G. Schunicht, RE.
Rosene Jerry A. Bourdon, P.E.
Senior Consultants: Robert W. Rosene, P.E. • Joseph C. Anderlik, RE. • Richard E. Turner, P.E. • Susan M. Eberlin, C.P.A.
y� Associate Principals: Keith A. Gordon, RE. • Robert R. Pfefferle, P.E. • Richard W. Foster, P.E. • David O. Loskota, P.E.
�SS®CIe teS Mark A. Hanson, RE. • Michael T. Rautmann, RE. • Ted K. Field, RE. • Kenneth P. Anderson, RE. • Mark R. Rolls, P.E.
David A. Bonestroo, M.B.A. - Sidney P. Williamson, P.E., L.S. • Agnes M. Ring, M.B.A. - Allan Rick Schmidt, RE. -
Engin eers &Architects Thomas W. Peterson, RE. • James R. Maland, P.E. • Miles B. Jensen, RE. • L., Phillip Gravel III, RE. • Daniel J. Edgerton, RE.
g Ismael Martinez, P.E. • Thomas A. Syfko, P.E. • Sheldon J. Johnson • Dale'A..Grove, P.E. • Thomas A. Roushar, P.E.
Robert J. Devery, P.E.
Offices: St. Paul, St. Cloud, Rochester and Willmar, MN • Milwaukg6, WI •,' I go; AIL
Website: www.bonestroo.com
February 11, 2003
Exhibit B �'��. �� ��
r
Ms. Judy Holst
Acting City Administrator
City of Oak Park Heights
1 .4 , 168 Oak Park RIv , l'. O. Box_ 2007
Oak Park Heights, MN 55082 -2007
Re: DDD L.L.C. — Building #2
Revised Final Plan Review
BRA File No. 55 -03 -000
Dear Judy:
We have reviewed the revised "Preliminary' Grading; Erosi "if'Col trol; D ainage and Utility Plaii
for the proposed DDD L.L.C. - Building No. 2 a's submitted' b ' Plo' e Erigineering; Inc. and'have
the following comments /recommendations for your consideration:
1. Both site layout scenarios shown may have parking stalls that would be in conflict with
emergency vehicle turning movements. The stall adjacent to the driveway entrance to 55
Street North on both scenarios, and the northerly stall where parking stalls are adjacent to the
east side of the building may be in conflict. Verify this issue with the fire department.
2. We recommend more erosion control measures downstream of the proposed southeasterly
curb cut location. The existing ditch is and will be susceptible to erosion, and should include
uitch i iotr%�tt.Gn wvVUU uitU 111tGii `iiiiy uu.,:3S, Slit icrit;iiig, etc.) at
the east end.
3. Revise the note on the plans that states "To properly restore the erosion control problem
areas it is recommended that the contractor use. , ..." to "To properly restore the erosion
control problem areas the contractor shall use ......"
4. The water main/service as- built: information from the first phase appears inaccurate.
Apparently the service to the second building was not installed per plan, and the 6" hydrant
lead did not get corrected accordingly. As shown, t'1e plans do not show how the hydrant
lead connects to the east -west 6" service line. Additi()nally, it appears there is no valve
located on t1 6" service line to the existing buildin.g? If this is the case, water service to the
first building cannot be shut down (in case of a break and/or maintenance) without the
second building also being shut down.
2335 West Highway 36 n St. Paul, MN 55113 a 651-636-4600 a Fax: 651 -636 -1311
....... . ..
If you have any questions or require additional information, please contact me at (651) 604-4815.
Sincerely,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES INC
& Z. �e
Dennis M. Postler, P.E.
cc: Jay Johnson, Public Works Director
Jim Butler, Building Official
Scott Richards, City Planner
Mark Vierling, City Attorney
Kathy Widin, City Arborist
Craig G. Schlichting — Plowe Engineering, Inc.
DMP, DDH, File — Bonestroo & Associates
K:\55\Old\DDD LLC - Rev. Final Plan Review —2-11-03.doc