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HomeMy WebLinkAbout8393 213th St W_20160108_0001NU SHAPES CONSTRUCTION, INC. ZONING AND CODE REVIEW PROJECT: NU SHAPES - WAREHOUSE ADDITION 8393 213th STREET W. LAKEVILLE, MN 55044 LOT AREA: 14,228 SQ. FT. ZONING: I-1 BUILDING SIZE: EXISTING 6,144 SQ. FT. NEW ADDITION 4,864 SQ. FT. TOTAL 11,008 SQ. FT. BUILDING SETBACKS: FRONT = 50'-O" REAR = 30'-0" SIDES = 10'-0" BUILDING ADDITION INFORMATION: TYPE OF CONSTRUCTION: 2-N SPRINKLED: NONE IN EXISTING OR NEW USE GROUP: S -I OCCUPANT LOAD: 4,864/500 = 10 PARKING SUMMARY: OFFICE: 561 - 10% / 200 + 3 = 5.1 PRODUCTION: 2,183 - 1076 / 350 = 1.1 WAREHOUSE: 2,800 - 107a / 1000 = 2.5 NEW ADDITION WAREHOUSE: 4,864 - 10% / 1000 = 4.4 TOTAL REQUIRED SPACES = 19 FUTURE EXPANSION WAREHOUSE: 2,560 - 107o = 2.3 TOTAL REQUIRED PARKING INCLUDING FUTURE EXPANSION = 21 SPACES Al SITE LANDSCAPING PLAN Cl SITE GRADING PLAN A2 FLOOR PLAN AND DETAILS A3 EXTERIOR ELEVATIONS AND DETAILS A,4 ROOF PLAN AND DETAILS 51 FOUNDATION PLAN AND ROOF FRAMING PLAN 52 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS S1{ STRUCTURAL DETAILS �r 0 6� j y✓y LJ L L \E OF BUILDING SETBACK — F -//STING GAS METER EXISTING ELEC TRANS. EXISTING CONIC WALK EXISTING GRASS 0 �r NOTE PROVIDE NEW GRASS SEED IN ALL DISTuRBEC AREAS OI* CONSTRUCTION - 5 SIGN 3 EXTEND CURB 8 GUTTER (NEW) EXISTING \ \ TREES N. EXISTING DRIVE s.- (5) NIOBE WEEPING WILLOW OR PRAIRIE CASCADE WILLOW u20 CONT. (U AUTUMN BLAZE MA ✓_E 2`' CAL. /,/o �J \ 8O \ FUTURE: \ EXPANSION: PHASE TWO 2,560 S.F. A" /-EXISTING EDGE OF BITUMINOUS BUILCING SETBACKS EXISTING TREES FOR SCREENING 4' IN HEIGHT (4 THUS) LINE OF 300' SHORELAND OVERLAY DISTRICT i F / CREEKRLINE OF 1 � � LINE OF WETLAND BOUNDRY AREA ` 0 \ (I) AUTUMN BLAZE MAP '► 2' CAL. t6) SMOOTH SUMAC `0 u2 CONT. EXISTING DRAINAGE AND T /-71LITY EASEMENT 100 YEAR FLOOD ZONE LINE (5) BLACK HILLS SPRUCE �-k w� 0 Q� NEW BITUMINOUS CURB AT PARKING AREA SITE/LANDSCAPE PLAN SCALE: 1" = 20'-0" PROJEC7 NORTH 0) z O w r- H w (l w w a o N > z_ zILI_ (K D D m m co m 3U 4 D Lo _! I— w w U (f) —.1 F— r m o w > a Q uj ¢ Q \. N F- ¢ o F- a J J pz q �v o F' ILO m w 00 O=3 W o o „ Z Xp O w WV 0) z O w r- H w (l w w a o N > z_ zILI_ (K D D m m co m 3U 4 D Lo _! I— w w U (f) —.1 F— r m o w > a Q uj ¢ Q \. N F- ¢ o F- a o� pz q �v o ILO _ z c q L O=3 W o zIm ali) (- Z Xp O w WV W J Q VI 0- > W > w 4 v Q ' = p `n p w > Q L J a q V q J p J tL Z Q n L.L_ Ln ww U tie IL 4� a � s v � M n I` WLL LLu E J x Q� 0 O P all Q oc �9z Lo w cy W cil Q 6' 00 U Z OC pz ILO _ z O=3 W o zIm ali) (- Z Xp O w WV W J Q VI 0- > W > w 4 (W O� Q ' = p `n p w > Q tL Z Q n L.L_ � U ww U tie IL Ln N SHEET 141 J SHORELAND OVERLAY COVERAGE DATA: TOTAL LOT AREA 74,228 S.F. TOTAL SHORELAND OVERLAY AREA 62,990 S.F. PERVIOUS AREA 48,510 S.F. \ IMPERVIOUS AREA 14,480 S.F. y_ BUILDING 4,260 S.F. X PARKING LOT 10,220 S.F. 5 PERCENTAGE OF IMPERVIOUS AREA 23.0% j - I CONSTRUCT NURP POND j SEE SOILING BORING REPORT FOR SOIL 1 VOLUME=2.5' RAINFALL EVENT ,11b ! CORRECTION REQUIREMENTS. HWL=951.5 ^� ` \ '5 ) ------- 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341. DESIGN STORAGE = 4,000 CU. FT. J Q j L- -- 1.5" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331. n �0,, ---- 7" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211 �Y 100% CRUSHED. ( � r� j --- -- PLACE ON PREPARED SUBGRADE, Mn/DOT SPEC 2112. 100 -YEAR FLOOD -- ---- ZONE LINE DRAINAGE AND UTILITY EASEMENT ASPHALT PAVEMENT\ -, �-, � _- WETLAND � `-'' ` '� � BOUNDARY SECTION LINE (NOT TO SCALE)IQ ' '' 9 CENTERLINE U, 9 LQ OF STREAM N EXISTING oc� �`� ` S� 9� LO BUILDING tp � J' F.F.=961.20 WIDTH VARIES ! SLOPE VARIES © JOINT SPACING q 4" CONCRETE PAVEMENT PER PLANS 0 © 4" CL 5 1009E CRUSHED © COMPACTED SUBGRADE SIDEWALK SECTION (NOT TO SCALE) UU_Cr Qom 0 5,.R i 3"R 3 3"R 6" SLOPE 0.75" PER FOOT 0.5"R r--_ 7" I I 7.5.' 1 12" B612 CURB AND GUTTER - PROPEX "SILT STOP" FABRIC OR EQUAL -FASTEN TO STAKES 2"x2%4' WOOD STAKES 04' U.0 10' MIN. EXIST11Z GRADE ---1 ! -- aACKFILL .I f t-, -11 -I 1= -BURY BOTTOM 6" OF a z =1L- - F ABRIC PROPOSED EMBANKMENT SILT FENCE 11ro rrll� NOTES: EXISTING 20X28 CSAP EXIST. HYD. a1\ 300 FOOT � SHORELAND� �O a OVERLAY 00 GAS METER U ELEC. TRANS 65� 0 --FUTURE- ';\ S.B.3 \ \ ADDITION PUBLIC DRAINAGE AND UTILITY EASEMENT LOT 11 s'�\ Ns i 9S8 95, BLOCK 4 ;7�s\ / 960 95 0 CURB U R PRO 6SED9--'�`'� bylLDING: 1. ,. 2.00 �� 980.26 Ln^� 6,J44 S.F. F.F.�962.00CP° 6p � \ co -, O g 9 8.52 O. CULVERT �,; �� 56 95g•o �. Q V INV.=957.55 +a ' O� WALK. \ 9) 9516 62.00 XIST. O PGS 95✓ ;.g ��� oo) : TEL. S. B.1 4 BOX *01 � 1.50 � 4��� EXIS L= 4,�' 'QG�\ 6 / OSAN `� 9572 MH Q 1b � 30'� C� ©SQ� ? AR TOG S 956 61.07 O,Q .� H C R=1 9.6 ���-� CONC. SIGN �4 _' �, CURB & \ ,.2o O ATTER_ .r EXIST. 60.69 +` WATER 6 PV r-uvYc_R r-uLE I , �\ STUBICE BENCHMARK -TOP o M(_ OF SPIKE=962.13 STING �S, FyT2S�, R 0� SANITAR SEWER Q SERVICE I� =952.17 CONSTRUCT ROCK CONSTRUCTION ENTRANCE 50' IN LENGTH FROM EDGE OF EXIST. BIT. INSTALL WATER AND HYq. 25- R FAN SANITARY SERVICES END EXISTING HYDRANT AS SHOWN EDGE F , vVALVE AS SHOWN EX IST. r -A P" INSTALL 40 L,F. OF 20"X28" CSAP WITH /2 A_ 2 -FLARED END SECTIONS INV. IN = 957.2 INV. OUT = 957.0 SEED SHALL BE MIXTURE NO. 50A PLACED AT THE RATE OF 75 POUNDS PER ACRE, EXCEPT FOR DORMANT SEEDING IN WHICH CAS THE APPLICATION RATE SHALL BE DOUBLED. MULCH MATERIAL SHALL BE TYPE 1 PLACED AT A TARGEDT RATE OF APPROX. 2 TONS PER ACRE. THE SITE SHALL BE SEEDED WITHIN 48 HOURS OF FINAL GRADING. CALL GOPHER ONE CALL AT 454-0002 PRIOR TO EXCAVATION. THE NURP POND WILL SERVE AS AN EROSION CONTROL MEASURE. THE NURP POND SHALL BE CONSTRUCTED PRIOR TO SITE EXCAVATION. ALL SEDIMENT SHALL BE REMOVED FROM THE NURP POND DURING FINAL SEEDING AND GRADING OPERATIONS. REMOVE ALL SEDIMENT TO ACHIEVE ORIGINAL SIZE AND DEPTH AS SHOWN ON PLAN. NURP POND SHALL HAVE ANNUAL MAINTENANCE BY OWNER TO REMOVE SEDIMENT AND DEBRIS, POND SHALL ALSO BE MAINTAINED AFTER SIGNIFICANT RAINFALL EVENT. SCALE IN FEET 0 30 60 90 15 45 O - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGAL DESCRIPTION OF PARCEL SHOWN HEREON: ' Lot 11, Block 4, AIRLAKE INDUSTRIAL PARK SECOND ADDITION, Dakota County, Minnesota, according to the recorded plat thereof. 61 - CONSTRUCT SILT FENCE ---- E -- DENOTES UNDERGROUND ELECTRIC G--- DENOTES UNDERGROUND GAS LINE --W- DENOTES WATER LINE ----S DENOTES SANITARY SEWER LINE + DENOTES SOIL BORING LOCATION S.B.1 BENCHMARK - SPIKE IN POWER POLE SW OF SITE = 962.13 CALL GOPHER STATE ONE -CALL AT 454-0002 FOR UTILITY LOCATION PRIOR TO EXCAVATION. DENOTES EXISTING SPOT ELEVATION e5 DENOTES PROPOSED SPOT ELEVATION GROSS AREA = 74228 S.F. AREA OUT OF FLOOD ZONE = 46074 S.F. WETLAND AREA = 10452 S.F. A PPI; IflArE +, DESCRIPTION FOR EASEMENT ACROSS THE SOUTHERLY 10 FEET OF LOT 11 ADJOINING THE PUBLIC STREET: An easement for drainage and utility purposes over, under and across that port of Lot 11, Block 4, AIRLAKE INDUSTRIAL PARK SECOND ADDITION, Dakota County, MN, lying southerly of a line described as follows: Beginning at a point on the easterly line of said Lot 11 distant 10.00 feet northeasterly from the southeast corner of said Lot 11; thence North 49 degrees 16 minutes 00 seconds West, assumed bearing, parallel with the southerly line of said Lot 11 a distance of 149.21 feet; thence northwesterly on a tangential curve, concave to the southwest having a radius of 169.60 feet, a distance of 38.49 feet to the westerly line of said Lot 11 and said line there terminating. DESCRIPTION FOR EASEMENT OVER THE 100 -YEAR FLOOD LINE FOR PUBLIC DRAINAGE AND UTILITY PURPOSES: An easement for drainage and utility purposes over, under and across that part of Lot 11, Block 4, Airloke Industrial Park Second Addition, Dakota County, Minnesota, according to the recorded plot thereof, lying northerly of the following described line: Commencing at the northwesterly corner of said Lot 11; thence South 40 degrees 21 minutes 26 seconds West, assumed bearing, along the westerly line of said Lot 11 a distance of 114.18 feet to the beginning of the line to be described; thence South 17 degrees 56 minutes 41 seconds East a distance of 57.43 feet; thence South 41 degrees 11 minutes 18 seconds East a distance of 48.17 feet; thence South 34 degrees 35 minutes 37 seconds East a distance of 95.54 feet to the easterly line of said Lot 11 and said line there terminating. 8 1 La La m z 0 a 00 ry U Z a o In a ry LL.1 C'y z J LAJJ L� z +�► Q (J a � _J �-y-� W T m 0 L.jJ n > r x 0 R w � r w aEhvo Cz � 0 La i > a S � a 0 Mn n w U r 1_.1_ Ln w U a M it a« T I C �. F F= a z 4 z w y < Z o � z 0 V 00 ry U Z 0 o In ry LL.1 C'y z J LAJJ L� 0 +�► Q (J a � _J �-y-� W T m 0 L.jJ n > Uco x 0 R > O D a. aEhvo Cz � 0 La i > a � � a 0 Mn n w U 1_.1_ Ln �. U M it a« T I C z 0 V ry U Z 0 o In ry LL.1 Lij z J LAJJ L� 0 +�► Q (J a � _J �-y-� W T © 0 L.jJ n > Uco x 0 WLJ > O D a. z 0 U D ry f- U Z - z 0 h z W ,r (� © M L.jJ n > Lj J_ Q WLJ > J / � C J � 0 La i > a � � a 0 n w U 1_.1_ Ln a Q SHEET C-2