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2001-04-05 NAC Planning Report
IELoR N.oRrH.W'9-1,T' ASSOC,, n.r. 7E ...:. i I II I I. li illlu'I I I n I illlll ull I I I I I I it I„ I I I I C I I lld II, I I I I. I III d I V II I I II d I I . . uld `,I o II ill II u i � III t � 6775 Wayzata Boulevard, Suite 556, St. Louis Park, CAN X41 Telephone: 952.595.9636 Facsimile: 952.595.9337 planner:5@nacplanning.com PLANNING REPORT TG: Turn Melena FROM: Cynthia Putz -Yang J Scott Richards DATE: April 5, 2001 RE: Oak Park Heights — DDD Office/Warehouse Building; CUPIPUD and site Plan Review FILE No: 798.02 — 01.02 BACKGROUND DDD L.L.C. is proposing to build two office /warehouse buildings on a property located within the Fern Center at the intersection of Memorial Avenue North and 55 St. North. The building proposed for the western portion of the site is 1 4,500 square feet in size and will be constructed in Phase 1. The eastern portion of the site is proposed to contain a building that is 12,500 square feet in size and will be constructed in Phase 2. Approval of the project as a Planned Unit Development (PUD) is necessary because two buildings are proposed on one lot. The subject site is zoned B -3, Highway Business and Warehouse, in which commercial PUDs are conditional uses. As such, the proposed addition requires CUPIPUD approval and site and building plan review for consistency with the City Design Guidelines and Zoning ordinance performance standards. Attached for reference: Exhibit A site Location Exhibit B Site Plan Exhibit C Grading, Erosion Control, Drainage and Utility Plan Exhibit D original Landscape Plan Exhibit E Revised Landscape Plan Exhibit F Floor Plan for Building ##1 (western building) Exhibit G Elevations for Building #1 Exhibit H Floor Plan for Building #2 (eastern building) Exhibit I Elevations for Building #2 ISSUES ANALYSIS Comprehensive plan. The subject site is guided for Highway Business/Warehouse by the comprehensive Plan. The current B -3 Highway Business and Warehouse district zoning is consistent with the comprehensive Plan. The proposed office /warehouse land use is also compatible with adjacent uses in the Kern Center. Lot Performance Standards. The Zoning ordinance defines the front of a lot as the boundary abutting a public right -of -way having the least width. Based on this definition, the front of the subject property is the south lot line. However, the primary orientation of the lot and building #1 is toward Memorial Avenue; therefore, the City may wish to grant flexibility as part of the CUP /PU D and consider the west property line to be the front. The following table is based on the assumption that the city will grant this flexibility and illustrates the required lot performance standards of the B -3 District. Lot Setbacks Width (west) Front Side interior /corner Rear Parking (west) (north /south) (east) Req u i red 15,000 sq. ft. 100 ft. 40 ft. 10 ft. interior /20 ft. 20 ft. 10 ft. corner Existing/ 2.5 acres or 395 ft. 48 ft 10 ft. interior /25 ft. 54 ft 10 ft. Proposed 1 08,955 sq. ft. corner Impervious Surface. Section 401.300.G of the Zoning ordinance states that lots within the B -3 District must provide a total of 20 percent of the buildable area of the parcel as green space. The site plan is compliant with this standard. Within the buildable area of the lot, 25 percent of the area is green space. Access /Loading. Automobile access to Building #1 is from Memorial Avenue North. Truck access to Building #1 and all access to Building #2 is from 55 Street North. Loading areas face the middle of the site, which minimizes the visual impact to adjacent properties. The loading area has not been designed for semi - trucks because the occupants of the buildings are not expected to require them. Parking. office uses are required to provide at least three parking spaces, plus one stall for each 200 square feet of floor area. Warehouse uses are required to provide at least one space per each 1,500 square feet of floor area. The site plan indicates that Building #1 contains 4,350 sq. ft. of office floor area and 10,150 sq. ft. of warehouse floor area. The following formulas illustrate the calculation of required parking for Building #1: 2 Office area: 3 stalls + 4,350 sq. ft. of floor area1200 = 25 spaces Warehouse area: 10,150 sq. ft. of floor area11,500 = 7 spaces A total of 32 spaces are required for Building #1 and 38 spaces are proposed. Therefore, the amount of parking proposed for Building #1 exceeds the minimum number required. The site plan notes indicated that Building #2 contains 3,750 sq. ft. of office floor area and 8,750 sq. ft. of warehouse floor area. The following formulas illustrate the calculation of required parking for Building #2: Office area: 3 stalls + 3750 sq. ft. of floor area1200 -= 22 spaces Warehouse area: 8,750 sq. ft. of floor area11,500 -= 5 spaces A total of 28 spaces are required for Building #2 and 33 spaces are proposed. Therefore, the amount of parking proposed for Building #2 exceeds the minimum number required. All parking areas comply with the required ten -foot setback from lot lines. Perimeter concrete curb and gutter are indicated surrounding all pavement areas as required. Building height and Design Guidelines. The proposed one -story buildings are 20.7 feet tall, which does not exceed the maximum height of 35 feet. The exterior building materials include painted rockface concrete block and painted single- -score concrete block. These materials in addition to glass windows are compliant with the standards for a warehousing building. The applicant must submit color samples to ensure that the colors comply with Design Guideline standards. The color must blend with the architecture in the area. The primary color must be soft, warm earth tones. The facades of the buildings are broken up with windows, entrance areas with canopies, and a different block finish in the entrance area. The facade of Building #1 is also broken up by each of the three sections of the building being stepped back slightly. We recommend that the applicant explore incorporating this feature into Building #2. Landscaping. A landscape plan has been submitted and is attached as Exhibit D. A revised landscape plan for the west half of the property has been submitted and is attached as Exhibit E. The revisions were made based on comments by the city Arborist. Although the revised plan includes the entire area that is included in the first phase of development, it would be best to review the landscape plan for the entire property as a whole. The landscape plan is subject to City Arborist review and approval. y roval. Additionall , a few oaks will be removed to construct the entrance from 55 Street North. The city Arborist may wish to review and comment on this. 3 Lighting Plan. The site plan and building elevations illustrate that 150 watt wall lights are planned. The lights are shown at front and rear doors. Details of the fixtures have not been submitted. The lights must comply with Section 40'1.1 5.7 of the zoning Ordinance (outdoor lighting). one requirement is that the luminaire shall contain a cutoff which directs and cuts off the fight at an angle of 90 degrees or less. Signage. The building elevations show example signage and a change in exterior building finish that creates a color band within which the signs would be placed. The Zoning ordinance allows 04 square feet of wall signage or 1 0% of the front building facade whichever is less. Ten percent of the front building facade for each bay is 88.2 square feet, which is more than 64 square feet; therefore, each business is allowed 04 square feet of wall signage. Based on the size of the sign band shown on the elevations the signage is not expected to exceed 04 square feet for any business. The applicant has not submitted a plan for a monument sign. If a monument sign is proposed, a plan must be submitted that complies with ordinance regulations. The sign must not exceed 50 square feet in size. Trash. The site plan indicates two exterior trash locations. Details of the trash enclosures are shown at the bottom of the site plan. The enclosures will have concrete block painted to match the building on three sides and a cedar gate on the fourth side. These materials are consistent with the principal building materials. Grading, Drainage and Utility Plans. A grading, erosion control, drainage, and utility plan has been submitted and is subject to the approval of the City Engineer. Additionally, Watershed District approval of the plan is required. Phasing. The applicant is planning to construct Building #1 first and construct Building #2 within the next two years. A phasing plan must be submitted illustrating what construction will take place in Phase I and what construction will take place in Phase 2. The plan is subject to City Staff review and approval. If Phase 2 does not begin within three years of PUD approval or if the plans substantially change, approval of Phase 2 will be cancelled and the project must go through the review process again. Development Agreement. A development agreement will be required between the City and developer subject to review and approval of the City Attorney. CONCLUSION AND RECOMMENDATION The ro osal b DDD L.L.C. to construct two office /warehouse buildings on a property p p Y �n located within the Kern Center at the intersection of Memorial Avenue North and 55 St. North is enerall consistent with the provisions of the Zoning Ordinance and Design � Y Guidelines. If the city Council grants flexibility to consider the front of the lot to be the side abutting Memorial Avenue North, the proposed setbacks comply with B -3 District standards. As such, our office recommends approval of the CUPIPUD and site plan subject to the following conditions; 4 1. The City Council grants flexibility to consider the front of the lot to be the side abutting Memorial Avenue North. 2. Building elevations are revised to note the proposed colors of the painted concrete block and trim. The primary color must be a soft, warm, earth tone. Color samples must be submitted for city review and approval. 3. Building #2 is revised to include at least one stepped back break in the facade that is similar to Building #1. 4. The landscape plan for the entire property including all phases is subject to review and approval of the city Arborist. Landscaping must include screening of trash enclosures and loading areas. 5. Details of the proposed wall lights are submitted and are compliant with Section 401.15.7 of the Zoning ordinance. 6. Wall signage must not exceed 04 square feet for each business. If a monument sign is proposed, plans must be submitted showing that the sign does not exceed 50 square feet. The plans are subject to city review and approval. 7. All radin , drainage and utility plans shall be subject to review and approval g g of the City Engineer. 3. Watershed District approval is required. 9. A p hasing plan is required and is subject to city review and approval. 10. If Phase 2 does not begin within three years of PUD approval or if the plans substantially change, approval of Phase 2 will be cancelled and the project must go through the review process again. 11. A development agreement will be required between the City and developer subject to review and approval of the city Attorney. 12. comments of the Planning commission, city Council and other city Staff. pc: Kris Danielson 5 w� L AT R _ _s - - C c� EM i C5 o Site Locati 3r x � dill I y - Y . � ,vy� I_LEI I - � ��� � � Ii II.IElury 111 III lUl li ll /Itlilll �Jll ill l�] _, - ilulll ill iJu RI IIp IIi II IIL..O- i -� � �� "•. �. � — _ - .� BAYPORT 71111 � l i I _ YI 1 ..... y . I I I I II. pp {7 ��E pp IRF I lullll i Iill 111 ill IL �ifCr�fYR1.��ACILRY -� I ry 11 I .,. di. lillll Il ll ilil I "1 M - BAYT ©W ca TOWNSERP / � _ 1�11 E361 11 M 0 '- C) 0 M E9��l 11 M J - LEGEND N General Basemap City Limits Wetland /Panding Areas NA� 0 1 Miles City of Oak Park Heights Source: City of Oak Park Heights - E D D • i..r 0 C.0 e F F E 'd Y A R E H �.. C 0 A4 M E R C I A L PLAN R E V I E W F O R C O D E C 0 M P L I A N C E E N G I N E E R A R C H I T E C T A. GENERAL INFORMATION _ I Project Nome ODD L.L.C. _ E S T E P H A N L A M P E R f E N G[ N E E R I N G A R C H I T E C T S Project Location: Gate Park He Mnnesota La: Sze: 2.50 Acres 108,965 J. 1315 Buch arlOn S'. N. E. 13837 NE Lincoln St. Zoning And Land Use-, B -3 Hi hwoy Business do warehouse = Minneapolis, MN. 55413 Liam Lakc, IAN 55304 HWY 36 Herd Surloce Cowcrogc 71,003 SA/1D8,965 53. - 65.2% Phone: 512- 781 --8005 Phone: 763-755-1211 - Green Space Coverage: 37.962 a,L/1108,965 &J, - 34.8% - 8. APPLICABLE CODES: L A M P E R T C O M IA E R C I A L PLAN REVIEW F p R t. uniform Bu cods 1997 Edition (UBC 1997) A R C H c 2, Mlnnesol Oak Pork Heights Zoning Ordinance Current Edition 3 = T E £ T $ BUILD I N G E N V E L O P E C 0 M P L I A N C E r �\ . a State Bolding Cade 1996 Edition a. Minnssot0 D' +soba6es Code 1994 Edition 11857 NE Lincoln Sfrvet Not e Energy Requirement: CDmpled Using CD1+IChede EZ 2,1 Release 1 Commercial �� / • rti ' _ Ham Loke, MN 553Q4 5. AGnneaota PlvmSing Code 1998 Edition ;� / r � �• 6. Minnesota Electric code NEC 1494 Edition Building Compfrance SofSwore For She Mnneavlo Energy Code 7* : r \ �� 9Y - Phene:763.733.1251 For:7eS.7S7.28a9 + • ST 7. Minnesoto Ener Conaervativn Cede t999 -2000 Edition orcn. Iomp.rtwom�.rt- ee m & Uniform Fire Code 1997 Edilion A. GENERAL INFORMATION 9. Wrineaato Fire Code 1498 Edition = • r .i % 10. uinnesoto H.VA.C. & R. Code 124$ Edition Pro*[ Location- woshing[on County, MinneWe (Climate Zone 16) 0 0 I f r r . S5 ST u � 11, Uniform Mechomcof Code 1441 Edit on _ ARCFi[TECT CERTIFICATION: Heating Degree Dayx 78E9 (Bose 65 FJ 'L r r` c� 12. Elcrator Safety Code 1949 Edition = , AEREeY CERnFY THAT THIS PLAri, f• r r P "CWICATION OR REPORT WAS Coaling Degree Days: 685 (Base SS F) /� r r r C. OCCUPANCY GROUP P kCPARC O eY M E OR LNDER M Y DOCC1 r r f y� Office Budding 11 - 4,350 &L + 3,750 s.f. Office Building f2 SLpPERMSION AND nuT t AM A w:t r LItENSCD PROFCSSIONA ARCHFTECT B. REOUIREMENTS POND AREA - 8,100 a [, ( 304} D[a4p H uHSt 1} - EXHIBIT B DEhE LAWS of THE STATE The Following Calculations Assume That: J /- r / r r r VERIFY WITH \ - , `I t `3 NORTH wwehouae Buading p - 10,150 s.[. + 8.750 s,f. Warehouse Soloing 12 OF wxlrE$DTA. - AN Joints and Penetrations Are Caulked. Casketed, _ /� r r r` r r C3Vi4 OR0.VANG5 1 y f C `N k 1 1 Y MAP - 14900 SA (U$C 311) Group $ -t = Waother- stepped, or Otherwise Seokd - W kwk-s and Doors Are Certified as Meeting Leakage � • r � ` •' �9�`17 �$t'4 NOT TO SCALE D. E OF CONSTRUCTION - 3 I r ', i Sss. Type y _ Materials to be on- Comt - ( i1 603) Requirements and _ cErtr.rcA�oK r<o ` �. Fu# Inkiered ed in compliance With UBC standard 9 -1 4 -2 - Component R- vogues and v- volues Are Labeled 4 ' * ?r ��C E. BUILDING AREA, HEIGHT as Certified • Q� t`AiC _ - Vapor Retarders Are Instolled Per Arehitecturot Plans rv�1 ; r SAO" 56' -0 \ �a`r4r Tot at Square Feet: 14,500 s.f. Buiding 01 + 12,500 Lt. Bui)cing 12 = 27,000 Lf.. 1 Story m in (Exc Iplion: 2n 2 -7 Exempted Slates) '+ r I�j' Q C. ENVELOPE COMPONENT BREAKDOWN .� �„ r i I E I I Z �•; . F. ALLOWABLE HEIGHT AND BUILDING AREA - Building Component : Area /Per. I Cavity R- volue:Coat, R -voivei Assembly U- factor. rye t. Apowob7a Heigh! (U$C SQS, $06, 7ahta S--B} 55' -0" 2 Stories = t rr _ ... _ _ - �.' N. 2. Proposed Height - 20' -8" - 1 Story - ROOF: iYenrrood Jas!/Tnn es a :14,500 al.i - - -- 2i.Q .040 T - AC baf� f � r - --r- -_ •� 3. Allowable Area Building •- 9 & $ -1 Type N -H _ ►. t r ` I p 12,000 S.F. x Seporotian {UBC 505} 3 sa 100% - 24,000 S.F. WALL: 12' CMU w/ InL ]insert. _ s. [. ---- 12.0 Y- j f .068 ❑ �.._.__ - `4.i• Or •- 24,000 S.F. + !Star Y Approved Sprinkler U$C 505 3} 300K . 72,000 SF. -} r + TRASH t /B y 4. Allowable Area Building 1 2 - B & S -1 Type I -N _ 7 L I N'DWS: Obl/S`ml/lbrk =. 4 9/ Pl -01694 s.f. � ___� � ___ t . 550 ENCLOSURE � r J 12.000 S.F. x Separation (UBC 505) 2 sides 50% - 18,000 S.F. _ - L ____ i g DOOR: Ove _ 1.008 s, f. [ - - -- - - -- j 730 r r- -SEE 6/7 I 38000 S.F. + 1 story Approved Sprinkler (UBC $05.3) 3702 w 54.000 S1. _ _ - r, - 5 / A DOOFt l ! l a - - 5. 14,500 S.F. / 72,000 - 20.1% + 12,500 S.F. a - - -- - -- OPo4v I f47 s!. 130 t (12 THuSy /q r C h &rddstg ►2 /54.000 $,F. - 23.1% - 43.2X C SOOx DOOR: Air Lock Entry •..•.._ ^� 50 s.f. s -- .560 1 I _ _ A r f gyp• _ _ ._.. 10'� cj� y _� 22' - d.; 26 =D� r g._�: 56 ' .2a� a' Iz�v' G. OCCUPANCY SEPARATION (UBC 302.4) SLAB: Unheated w/ 42' Vert. 1620 It i _-- -- �` 5.0 € - - -- fi ' f t�.r!-- -• - - -. _•�. o r •� No Separation Belween 8 & S -1 Ocwaancies �i H. AREA SEPARATION (UBC 504.$,4 _ . ___- __.__..__. -- _ "_.___ _ i i I I _ _ .�. 3 Sp '• Not Required {� I]. RESULTS i ' • I 1 -- a a � MOUNT ABLE-) p" � �' �� L FIRE RESISTIVE RATINGS {UBC TABLE 6 - A} _ 4 - 0 - The Emeksp . Passes - The Design is 19% Better than Code m _ oyp�;l - " �LITt 'Sf^E 4 ^1 8• ~� t 1 f, Exterior Bewing was No Requirements j 2. Interior Bearing Wails Nv Requirements N E D oro+Al PROPOSED `` r 3. Exterior lion - bearing wells No Requirements Ir F L1 1 BUILDING �1 � CONC. STOOL, �� �. r / / 4, Structural Frome Ho Requirements YY ! 14, 500 5. r . (7 THUS) p ' r ` / 5. Permanent Porti! ons Na Requrem JACCITSSIME CURB <.P.S. q -� PROPOSED 2� r / 6. Shaft Enclosure 1 HR, L _ I CUT. SEE 2/A'7. F I e 1 BUILDING 2 ' 7. Fld«s And F1 oar cmlk,ys No Requirements - is n t t ACCESSIBLE IARKfN - -- - -v - - -- {G T'H':S} 7 , $.F. . / B. Roofs and Rao[ Ceilings No Requirements _ • n 4. Exterior Doors And Windows Not Permitted Less Than SIGN. SEE 3/Al E r ! 7'"7p• 5 Feet, Protected Less Than 0. .... r I Rk riy �r J. GENERAL FIRE PROTECTION 1 & LIFE SAFETY FOR e J * ROOF HATCH r C CQ .10 y °� • SEE 3/A3 _ ltic� HIGH - PILED COMBUSTIBLE STOR. (U.F.C. TABLE 81 - A} _ t I " (VERIFY LOC'N i ,SCU>'�ER, '. cCQ r` / qGt- Material Storage H69hl Net To Exceed 12• -0' Per Client ' $' wJ OWNLR) Z 11,- 'Da wspouT. 40' - D" SUIZ_tIN SPEASH OL ��- �. r / _ _ SETBACK[ /' f _ K. OCCUPANCY LOAD (UBC TABLE 10 -A� ❑ r . � .. �_ THT75. VERIFY - ❑ �� c 1 f r SLOP ,LOCATIONS} -'' r r ` O Load 'fa Be Colcvloled On A Per Tenant Basis. _ C) ILL rr L. EXITING 1, NumExits Cn ❑ L C # r _ _ .� - ' r / ber Or (UBC 1004.2.3} 0, e501 Occupants - 2 Required 2 Provided = ❑ CL 2. Oiatenas To Exits (UBC 1Q04.2.s} Cy Less Than 250' -0" _ C irrrssr.. x r 15•'�D - f r a�• 3. Carridar Width (UBC 1004.3.4) _ ❑ _ w t (6 T 4" :THUS) ! r t7rTUMt7yCiU5 VF. CL S At Occuponcy Load Creator Than 49 _ ci r�Ci:IRfQ n . I . _ r r 4- Arrangement Of Exits (USC 1004.2.4) _ ❑ o w I a 'D 52017 FIV ` -f / Nat Less Than 1/2 Dlogonol Overog Building Dinansicns ° x ° a: k - I F -� D _' . _ 1 7 rf I O L1 .a i _ _ , 5 . Ex it Width UBC ( ) a b n L--- I :12 ` p f / Min. Clear Wi 1003 per Door 6. Door Wrath (USC ]00_13.1.3) _ jr 1� S' r 0 r ! M1 i Z � � o v - O �p_ y f ' , All Exit Doors Are Min. -0 In Width 4 r X - _ a ON STALLS ADJACENT 4 I I $ 4L' ti_ _ .� - - - - M' r / 7. Doo Swing {UBC 1003.3.5.5} o AISLES ONLY L h ' Swing Out Where Requ TO W -O Two � '` � '' -- ,F \ - � � & Typo Of Lade Or Latch (UBC 1003.11.8) S} 9_�O_ - ----------------------- __�____- _-____-.yT_ gyp•. -- - - - - -- PAVEMENT DESIGN: O I r 'f P. Openo" Fran inside Without Use Of A Key. L- ..__ - -- - _ p. 1 _ 0 1 _ ,� • . A1! Drive Aisles Red Truck Maneuvering Areas Alanuolly Operated Edge - or Surface - Mounted Rush a "• �� 2" Bituminous Wear Course UN. D.O.F. 2331 Type 41 Bolts and Svrloce Bats or Any Other Type of Device �ti �. _._.- ,_,- ..� -. 2BBe9 588 55 w That Be Used Close or in e 2" Bituminous $nder Course MN. D.O.T. 2331 Type 31 T May t Restra the Door Shan Dr B TXN.KMO ° N 8' Compacted Class 5 Bose MN. D.O.T, 3138 Not Be Used. Checked By. LL/LML t F \ 2. All Parking Areas k OTHER 10 ap O R T H r r 55TH ST N 1 1 /2' Bituminous wear Course U N. D.0. Type T, 2331 T 41 1 Building Is Access Rev3ions 1 T/"1" Bituminous Birder Course AUt. O.O,T. 2331 Type 31 A (MSBC 1300.4500) o 2, Roof Access _ 03.23.01 CITY SUBMITTAL € " < c. C Compacted Goss 5 Bose MN, Q.O.T. 3138 NORTH Ships Ladder = b "a STL PIPE 3. Verify With EAsting Sal Conditions And Adjust Accordingly 3. Root Hctch (MSBC 13DO.4500) _ SITE PLAN �, o o Not Less Than 9 S.F. With Alin. Dimension Of 2' -D" _ 3 ACCESSIBLE PARK`NG SIGN FILL w/ tout I ROUND TOP Al SaALE: 7" JO c 4. Draft Stops (U$C 7683} Al SCALL•: 1 - V -0" Not Required PAINT BOLLARD 5. Recycling Space - Interior Trash Enclosure (MSBC 1300.4700) �30 LB FELT JOINT 13•_4" N. PLUM FIXTURES INCLUDING ACCESSIBLE (UBC APP. CHPT 29) t7 ° MATERIAL TYP. 'Y`'- - ---"•• 'I Based On Occupants V1' 1 BITUMINOUS PAVING 1 I METAL CAP FLASHING 1- Water Closets t /2" RADIUS - - a o BITUMINOUS - -- •--- -•- - --- -- -- � V, 7. CEDAR GATE a W/ DRIP EDGE MOUNTABLE CU. I - - -�_ - _ WJ CEDAR LATCH 2, Urinals COMPACTED TOP SOIL - ; I i CONC. $L1S. PAINT LATCH 12' -0" WIDE 3 Lavatories C. E ARTH - -` r I 'S" CON SLAB >{',' �TO MCH SUlE.171NG x 5' -6" HIGH 4. Fountains _.. : i i' ; ' 1 € �_ '• I 5 COMPACTED `+ I _ 5. Service Sink - ' .I • _ !I`- 30 1 - =1,_ �f - ii'W - � CLASS 5 E[ASE ° _ � L. Y r�' .� o. PARKING = S ITE PLAN �1 A - _ € �I 1, Office (Building 11): 4,350 s.[, Q t /ZOO Lt. + 3 e 25 Spaua = c :.: \ 2. Warehouse (Building /I): 10,150 sf, O 1/1000 $. I.- 10 Spaces .4_ • • A a 3. Office Building 12: 3.750 R 0 f. O 1/200 r 3 22 Spaces - Sheet Number f - .. .. - - - --- -- • 3a � 12"6 FOOT! N G ��" ! I \ ` - - - - _ _ _ - r y - - - _ _ _ - - - � ' 4, Warehouse Bold nq 12: 475Q &L O 1/1000 s.f. - 9 Spaces = ! N_ - 12 "D ar I v yJ 5. Pking Provided Building jt - 38 Spaces _ ACCESSIBLE CURB GUT p�a VERT. BARS 12'x16" CON C. :7C. 3 'NJ(2) 15 CONT, _ 2" D C WI ►d B ENT G. Park Provided Beading ►2 - 33 Spaces o Al SCALE: 1/4 .• T' -O - - � -- - •- - DOLLS IN O FTC. 66 _ �• _ 8. Told Parking Provided - Spaces MOUNTABLE CURB BOLLARD DETAIL TRASH ENCLOSURE DETAIL 9. Staff S ze a 9' x zD' staffs Al SCALE: 7 - - 1 -0 Ai SCALE: I' . V -O' Al SCALE; 1 - 7' O` t0. $lr;ing - 4" White St[pas L= ZNCY 1 RC APRIDN W/ 4 C.Y. Rf -,RAP - L I 2337.30 i I V ERIFY ELEV. > RCP CULVERT DITCH ;� G HI� sC PRELD41NARY GRADING, EROSION CON , I 12" r ; A PETAL) ( M FJOT DRAR14AGE U 1 1.1.E rf P I r 3 Iasie - llli !I. KER CENTER 2ND ADDI�'I — LOT 2 BLK 1 �. L 04 �! // ' -.� ;' Oak Park Heights, Minnesota - '� ,�� -•` MANHOLE INFORMATION G TEl] R = / � -�` 12" RC APRON W/ NO. R.E. l.L �M� MAP [ A� / NW - -938 a - _ 4 C Y. RIP -RAP 941.76 933.54 4 : , •� 90 3& 2 940.0 • I 934.0E = BAFFLE WEIR DETAIL yrrao..a % } � I,AH 3 944.82 935.43 'Elevotion must be Feld verified. Provide 'insulation between MH 2 and MH 3. iAIH- 942 RE OUTSIDE (P BI11ILD1114G � GROUTED FdPRAP SWALF DETAIL C> e 1 � 2.30 MIDI. 30 7L*K OVA) jr S��DGi i r Y_ 2.50 � Is rq 114 x .. �� . BCltLDIN _] ��Ylll M G8 2 ��nl�� q 14.500OF;. ¢p = ° FL. 94 BUILDING Q xa*aa[ F.F.E. 9142 g ► { C o LE. 55 11.400 S.F. = Ta Men aAU[►w�warZ>I°'w L°"'"rU ir-ar i r,, 1.20 x r Te so rl� •a•fx cf+ra fey PROPO — — I r �. 45 Ea _ ,r Mt _ n LE 3&45 E. 942.50 � L l ..541.28 / ae[reor+a>S resee VA1rrrL _ albutm 0~~ RL U 7f IIk7 CG�v�rt �S 257 S F, Z. •" 941.46 = Taps Tli7pr rr[ 5 N T i DL. e . SEW. GRADE Q q ; _ ALL roan s+uL rt Dram m truce uTm lKlfrAflC nor E7aS1FNG LlES Opp* WIN y ep, 1) T information he information shown on them drawings Concerning type and - I ALL r : sLyi lC Mss. -(gym OLVOOM, location of wdstV utilltles is not guaranteed to be acevrate or a(I inc,usive. Tne contractor Is t ospoft*Oe for 150 - determination as Lo the type and location at utkttles inas oy � ear 4d i ' - R rEltl s>E3rtre�s !f> G -- 2. , ben rary to toll damage to to !hoer utlitlea �Slf�rAT!{D � �� b 2) The CorltContractar shill be rtaportsxite for cxi7tilg ufiity lxatians. �,,� • , 1� z . ,kg �,en Stott One of (651) 454 -0002 far locatian5L SANS Esc. l" WP ATER W, PLUG s � °� � �� - - -- �!1lVG _ !) Sa) Sa niory R tary ? D Ex. 6" PVC •SAN. W/ PLbG ' + M x 99e ♦ -r Sewer Service icr eha6 be PVC 5DR 35 unless otherwise noted. 6- -45 B °� � 9", � 1. RIP --RAY TO DITCH 2] Sewer Service l000iian w m and Nstions shalt be wrIlIed in the field = r,' -22 � -22 _ BElID HYp. le [ _ _ Mi°r to CCn?tlVCtiOn- _ ► 1 r _ (1) PRIOR TO ROUGH GRADING. INSTALL SILT STOP FENCES IN LOCATIONS SHOWN WATERWAIN VALVE h• °} %AM �1F >�rt � G V 94 A7 ID. ADDITIONAL SILT STOP FENCES IMLL BE RERUIRED WHERE LOCAL CONDITIONS REQUIRE 1 1 ►nowt Servlces Shal be 11 L71P C' 52. _ s•a�o .. I I SH r '•- -� _ {2) EXCAVATE POND 5 nOtt>.f SEwCR + ' t 1) Storm Sewer lengths Include the laying length of the apron. t E' 45' BEID - r (3) PROVIDE NATIVE TOPSOIL. SEED. AND MULCH ANCHORED WITH A STRAIGHT Laying length of aprons *11 be deducted from paynxnt length _ STRAIGHT T I MSTHIN 14 A OF R IN ACCUMULATED ) with - tncldentd STR GH S£ D 5G DAYS OUG1H GRADING. of T;G..______.,______ - - -___ lei. '- ( (INCLUDE THE REMOVAL OF ACCU an site material is to aver _ -- _ 4} MAINTAIN AND REPAIR SILT 530P FENCES IN �T 5 9oc�-liuk[9 of Curbs 1E >» 7a SILT) UNTIL VEGETATION IS ESTABLISHED. cons(ruction. I sAwTtY H Te - 9,e T H - _ 2) flab *c%& sFrad terrr,>awtr with n two fppi Sewer Tail "elan. IE 916.70 -.L _. Ex 6 11tild w+• _ a' �"""' = STRCETS s 1) San cut ealslhq 9ltuminau and Concrete Curb to provide PR{>'tfi1E ##Ig 1nTIDM butt icint. _:.: X7 1 OF A SILT F@IIZ _ 2) R*movot and dhgaaol of existing sirarrt roatxi*ds as rewired RECRADE DITCH AS NECESSARY =_ for carbtnxtlon is ineidoolu. TO DRECT DRAMAOE TOWARD ` sc rO �"iwwuc V Na wi uri of : svrv: rya +e.wa'n st FaK _ DITCH ALONG 111EMORIAL AVE. .seer CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION 01F = EXISTING VTKJM AND NOTIFY ENGINEER Of ANY DISCREPANCIES - PRIOR TO THE START OF CONSTRUCTION. _ • A ROCK CONSTRUCTION ACCESS FLOW SHALL BE INSTALLED AND _ LEG _ � � EXTENSION Of FAIWIC MA94YA04ED AT ENTRANCES TO £XMVNCi HARD SURFACE ROARS RE ' V MI ONTO THE TRENCH. ROCK ENTRANCE SHALL BE NO LESS THAN 50 FEET IN LENGTH AND = fy Dergtes Eelrl Cantwr AS WDE AS NECESSARY FOR TRAFFIC USE T TO 3 WASHED - 2) r Denater Propvi Contour _ z +Corti a pro n rrc t ` � s Frei +2 ItW . 1 e FILTER ROCK _ NOTE: SURFACE OR DwIcles C.Is1M`9 Nerlem,oLn -- lsare� FAERIC GUTTER OTHERWISE NOTED - a1 , �... Derw[ey tabtr.q sdnrtory Srne 5) - - Derwtes Prppvled Nurern.an S 0 -2- ow-olas Praao.ec sennay S"& _ - - SIRCE7 CATCH 8A57N5. FLARED DID S£C11ONS AND OFF - - 7) ter►-- De+wres Pr000s.a Sara. Derwies SonHary Se woohole �e � EX157ING TOPOGRAPHY TAKEN FIRM KERN CENTER 2NO ADDITION. TOPOGRAPHY WST BE VEP01M FOR = 9) �� ne„one, Procox.d ° I Cr.rae u. EARTHWORK OUAN$Tark DITCH ELEVATIONS MUS1 BE FIELD VERIFIED AND ANY r CS HO DtSCREPANCTED O TtIE ENGINEER. C+cferlit.q U1[� LYode - - r T - ,p DAM 3/23/01 as p "° - - 4 + / Aentea,. e+ed* G+af rn r pb, prop~ br my ar r ow 4 SIIF FlA%PAW C !]Mp11Fl7�IVC - Tt) p tknotrs Cvld� (Sai>'+ * us...au rc+•�..R. PREPARED FUR 12) pp Dww[ea We vow A - � L�I�.L � � �R - ey 4i rte as c.n orrd that I om a A--r r&q,3evrwd Aro �� _ 13) Dww4" Fes Hy*oni lyy�y � /*="' V WV&%* • elder a'� Jolts Of MW Sfuf+ Of A�rinMafd = 14} Dv-7s« Slit Fener A. G. 1424 1'Jf3TFf AVE NE • Ditch g ro&m rrryrt a n rwlA*d ROCK CWSM"M AN IN ENTRCE y St'RtMG LAKE PARK MN 55432 OM LCkXKMW 4117M6f ACS C.W. 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Y: I -' 4 " tj 74 •S e5 • ' , Vii:. •` . , ' "I•'' ZN t LANDSCAPE P LAN r �[.•:. ;;}FZAWf,f F'CSffi NURS 20021 5t. Croix Trail North „� r�, tf r 5 r r I _ _ Scandia, MN 55073 `r ,' ' +'.11#rr#[N,'SSRa DATE - pA1vr�Y Sc: at (651 j 433 -2431 + ;2,:, ;. F tn tD) C E CONC. STOOP 42'-0" 41'-4' 42'-0' (7 THUS) 42'-0' T 41'-4* 2'-8- 2'-B' 4'-8" 2 S' 3 . - 2.-8. . 4 12'-G' 9- 12--O� 2D'-O' 4'-0 12'-0" 9* 4� 12'-Om -4-- -- 8'-0" 9'- 4" 9" 12' 0' a" '-0' 0 f T L A M P E R 7 o EM 1 0." OM I I D.H. 0M I tMS8C 4715.1120 A O.H 0.14 OOR y 0 OOR O.H. ODR I 12' CONC. I � �NL AND FLAMMA BLE BLOCK WALL (TYP-)11 'LIQUIDS SEPARATOR 13937 NE Uncoln Street 'SHALL BE INSTALLED Hom Lake, MN 55.304 Fox:763,757,2$0 0.7 - C, 13 i OMOR I -:7DR w O` � 0 ( ,],111 :AS REOUIRED HEREIN _j I 'VERWY LOCATION. 43 ADENTIFY WITH . 1 APPROPRIATE E)RPJNS 72 S.F. ARCHITECT CERTIFICATION: � -'Dra PLUMBING PLANS, t H = TIFY THAT MIS PLAN. I SHIPS LA 6'-0- k2'-C' SFECMArION Ck FUTIORT WAS VERIFY L 1) PKPARED 1W JJC OR UMXR UY DIRECT A SAY 'E' BAY 'F' SAY 'C' SUPCR)ASK)N ANO THAT I AM A MY BAY 'A' SAY -8- R, SEE L 1 L 2,437 &F. 1 2.520 SS. I . 2�397 S.F. 9CMS7XM PgOrMSKINAI. ARCHPIECT W6 %r 2.352 S.S. 2.315 S.F. D AIL A3 UNDER THC LAWS Of TK STATE OF UPWMTA, 4> 0 0 i T (D SAY 'D' D. 2.— — 307 S.F. F. 0. I F.0, ;w— INDICATES Nt NOTE: OPTIONAL— DEMISING WALL F, �F.D. cawCAThDN NO. RESTROOMS AND LEP-SEHOLD SPACE SEE 4/A3 SERVICE SINKS ARE 12' CONC. C I =00 FOR PLUME31NG BLOCK WALL (TYP-) ea Ri:)tjcH-;N ONLY. L- INSTALLED ON A N PER TENANT BASIS SEE DETAIL I/A3 a- rr - n 00 N - 0- (D cD7 EM ;6 In I 6 - 4 . 9'-4- PLO .-Ot , . -07V 0: -O'A'-D ; 5'-4- -0 . -0 4 - 0 1 5' -4" 74" '1. 0" -0'4'-0 -0 41 4 014'-0 ir i . t 4-4 83'-4" 250'-0' cq U— 0 GONG. STOOP tA 0 THUS) Q) 2' 2' 3'-4" to 2' 2 W 1. ALL EXTERIOR OFFICE WALLS TO BE •a) FURRED WITH 1 1/2' STEEL CHANNELS, RICO INSULATION, 4c 5/8 ' GYP, Ell), NORTH FIRE EXTINGUISHER, LOCATIONS FLOOR PLAN SHO" ARE APPROXIMATr.• VERry WITH FIRE MARSHALL SCAM: 3/32- V-0' CL EM - ILLUMINATED EXIT SIGN & EMERGENCY EXIT LIGHTENG ��S SAFETY GLASS ANODIZED ALUMINUM HOLLOW METAL I' INSULATING CLASS TWO COATS OF PAINT FRAME TYPES DOOR & FRAME SCHEDULE 2-� 3�-$' 2' Drawn S KM9 DR f DOOR SIZE THICK DOOR I FRAME REMARKS Checked 3 LL/LML _ � 100A 3'-0 'x7'-0 - 1 3/4- A F1 INSULATING GLASS Rc%4sions 1DD8 3'- 0'x7' -O- 1 3/4' A ri INSULATING GLASS co cl IDDC 3 '- a " x7 '- O ' 1 3 /4" A F1 INSULATING CLASS 03.23.01 CITY SUBMITTAL 'n 1000 3•-O'x7'-O- 1 3/4- U F2 INSULATED 4'-D' 100E 12'-0"x14'-O" ---- c ---- INSULATED 100F ---- c ---- INSULATED tv 2 3'-8- 1006 3•-O"x7'-O" 1 3/4" 0 F2 INSULATED 100H 3*-0'y7'-0 - 1 314" 8 F2 INSULATED 100,1 12' 4 -O"xl c ---- INSULATED 100K 12 c ---- INSULATED SAFETY GLASS IDDL 3'-0 'x7' B F2 INSULATED Q 1DDTODD! 3'-O'x7* 8 F2 INSULATED IODN 12'- O'N 1 4'- 0" c ---- INSULATED F loop 12'-Omx74'-O- c INSULATED HOLLOW METAL OF PAIN 1000 Y-O"x7'-0- N 1 3/4- U F2 INSULATED ANODSULATIZED ALUMI JNG CLASS TWO COATS UM OVERHEAD DOOR I' I 101 3'-D"x7'-0' 1 3/4' B F2 INSULATED FLOOR PLAN DOOR TYPES iV NOTES. - ALL DOOR HARDWARE TO BE SPECIFIED & PROVIDED BY THE CONTRACTOR = Sheet Number - ALL EXIT HARDWARE SHALL BE SINGLE HAND LEVER STYLE PER Q ANODIZED ALUMINUM ANODIZED ALUMINUM AoAAG 4 .13•F1, �Dl' INSULATING CLASS 91' INSULATING CLASS - PROVIDE A KNOX BRAND FIRE DEPARTMENT HEY LOCK BOX AS SPECAFIED BY FIRE MARSHALL. WINDOW TYPES A2 EXHIBIT F L A MI P E R T A R C HI T E C T S t. - 15 -0 A. F, F. (TYPICAL 73837 NE Lincoln Sfroof SOW H.P S m _ Ham Lvkv, MN 55344 E�> LIGHTING PROFESSIONAL SINGLE SCORE BLOCK, PREF'INISHED METAL - Fnen.:763.]55.74tt so =:761.757.3Ga9 TO PROVIDE DOWNCAST PAINTED COLOR p2 STANDING SEAM ROOF _ omp. felcmp. 1 -n �ti �•m LIGHT DETAIL. PREFiNISHE❑ METAL CAP FLASHINC, COLOR F TO MATCH COLOR �1 = ARCHITECT CERTIFICATION: TOP OF MASONRY EL. 720'M8' C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.S. C.J. C.J. I FIERFAY CERTIFr 1NAT Txts PLAN. ,10157 - - - --_ - - - PR R]N OR REPORT WAS gy ME OR i. i, _. •" • '•was -�- � j $UPC£! 90N AND THAT AY A YW R�Ci BEARING EL. 2ti. -O.. ^-�--- -_- . Syft-' a- ; /..�{4• zfw � •+ RS SSI GtSTERED PROFEONAL ARCKTECT 1NTED COLOR :�, - +K-FC 7< I : 3 ...1, - , - . �`"'":' r ;,t ••.'^ ,�;� �}+ •w .7...., - � ;.,.T...,.,n.., RD L OR J1 WIDER Lit LAWS OF TKE STATE s r '\ 77 eft K .; AINTED �•• � � � _ OF /AWNC50TA ALNASt1RL TOP `_�_ SLAP CL- IGG _ _ -__ I ._. - - - -- - .. -- - - _ - - - .�.'.': ----- ---. -_ ---- .__..... --- W _ _____ - r OF SLAG _ I - -� 1 -_. L - I _ � _ _fir -�� W _ _____ I______ 2 �P .... _ _ _ - _. � - .-- - . - . - - '� _ - - �ROCKFACE BLOCK - �- T : I = SE Y EEL = WEST ELEVATION BASE, PAINTED STRUCTURE COLOR #i Aq SCALE: 3/32" PREFINISHED METAL CAP FLASHING, COLOR PRE.FINISHED METAL = O TO MATCH COLOR 17 CAP FLASHING, COLOR X13 TO MATCH COLOR #1 u — O C. J- ROCKFACC BLOCK. ROCKFACE BLOCK, tX C.J. C.J. TOP OF MASONRY PAINTED COLOR �7 - {� PAINTE6 COLOR # t �h C l.L. 724 -0" w - ms,.µ •t,nc" H, i SINGLE SCORE E3LOCK, <. +s: 3 .'s w Mt. ;.� ,.:5 ::+ .x.ct •; +.<. SINGLE SCORE SLDCK, � TUBE STEEL _ PAINTED COLOR 12 PAINTED COLOR 12 � TUBE STEEL w w w CANOPY • CANOPY STRLiCTURE - STRUCTURE •� • TOP OF SLAB 1 i ff 11 - i TOP OF ` r A(3 _L_ _--- --- - -- - - -- -- --- = - - -- - -- 7- F 7 C- - - - - -- - I-- _---- - - -_�1 '{ EL. 96 -8 _ _ _ -.. - 2 SOUTH ELEVATION 3 NORTH ELEVATION = d. A4 SCALE: 3/32" - 7'_O' q¢ SCALE: 3/32' - 1' -0 f� �.,. 0 = Drown By. KMB Checked By'. LL/LML 150W H.P.S. Q PREF7NISHEO METAL TO CONTRACTOR 15'• -i A,FF. (TYP[CAL),�CAP FLASHING, COLOR TO VERIFY LOCATIONS = Revisions TO MATCH COLOR 01 (A THUS) 03.23.01 CITY SUBMITTAL TOP OF MASONRY C.J. C.J. C C.J. C.J. C.J. C.J. C.J. C.J. r D1IvvI1SPOUT, C.J. _ EL. 720 -8 _ JO151 E 4R I' f 9 ftOCKFACE DLQCK. EL I y i PAINTED COLOR yT TOP i _. - _ - r _ _ � ' TOP QF �jLAEI I ,— ' ]✓�. -. T- ..— . .�. - -. IiA- _ ..- . . � - � t.- _----- ` .--- -- - -- fkT - --------- �.-.._ �I-- fC�--- •---- .�FT..._— -- � -._ -�� ELEVATIONS a _ EAST ELEVATION - Aq SCALE: 3/32 7' -O• = Sheet NL+ft'1bEF A 4 n F - 0 EXHIBIT I *ffBY CEP TrFY IKAI M .fie IFT[lTfak Ev Pr , PPGV rp� OM S i BM PffES►S1U , LMR 1 4 t aVS ff 51j � s • r � ssnaL* [! . = coop r — �,.;6� ILL ;r ' ..x.�.r.. i x mmm FLOOR P1. A14 NORT H 1 e - -� - ��°� ° cc fi°!•- 4•-�._ z a' ' ( r �._ �. v . p• T° �, �.i'. g• �•r` tiL' �- x' r L_J 1 • . i 120 i " - f2' H. mRj BAY '0' , n BAY 'A' � , d5� S W C C3rrnYn : ...rA f 960 S,F. 2 .450 S. - v_ Chtcked.Ef: S �` • � f1 � � 03-23-01 Illy Ln a Eft jD- . L - T jIl � . - aa' . A '- O�i a . U a ,5 A• 3 FILLIP PLA A7 rs 7 EXHIBIT H CAP km)m. M0 MIE IURF 1L13rt. . ttr�uaxt� :s aAWM MIT #2 IrEPT]FICATa. TEP U .�kLJa "r E 1f3S. (�3IF]' 7}ft7 �Hl) MA. t!� y [.r. MU trA�c afev3Smi OC W1 I ANA av �.,.... FixWA[r BL[Kk. _ t OYL K3iEC3 Ary r_fMEI} C7]L� t}1 i2E ©S 62{3 Ps13 AFS CF Z � S7 _ OF K4M A. a 'm go 0 soon IfP ir SOUT�EAsT FLEW I N - _ 4-> Pkk COO E r� �i �£ CDELR di SU ` 571 $ flCt. P4�7k31 I *7 � Q �t3 m cuC� �t CAP RAWW, Map 'aWamv JK ti CL lop or "MPV �x =.j- r r C J� & 1743' • A' � , f]►n� mfg' xi Pni io a NORTHERS' E S3Fp.5 OME M, ' 3 xA*t CILBR 1! MIMED map 00 � � Ia YEPIFY LfrA' ,'OC - � u (F 943P ti k1J tr F.� r a. [ r f 3• � f.j. ELF-V lee$ N s ber :�� I - Ir tie+ � :� uR _ _ ._ _ .... _ _ _. w _ _. ._ — -- -- ... � _ ,r... � .... � _ ..._ ,.._ _ _ _ �. -L .... _ � _ — .... � � _ � • .._..:� _. _ ._ ._ � - EXHIBIT ....... ............................... ............... ...............................