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2017.05.15 CC Packet
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2017.05.15 CC Packet
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5/12/2017 1:33:47 PM
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City Council
Document Type
Agenda/Packets
Meeting Date
5/15/2017
Meeting Type
Regular
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806.99 ° <br />•.-.•-••-••-..-••-•.-••-.•-••-®.-•.-•.-®.-..-®.-•.-. •-•.-•.-..-••-•.--•-• <br />• - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - - - - T - - -I- - - T - - - T - - - T - - -I- - - T - - - T - - - T - - -I- <br />5 FUTURE 15 12 FUTURE <br />�, p <br />N <br />SITE / ROOF <br />SC SALE: 1" = 30'-0" <br />PLAN (I <br />CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I <br />OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL <br />S2 LOW HAZARD STORAGE <br />B OFFICE <br />CONSTRUCTION TYPE: IS <br />SPRINKLED: YES <br />BUILDING AREA: 36,854 SF (FOOTPRINT) <br />ALLOWABLE AREA: 23,000 SF <br />AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF <br />ALLOWABLE STORIES: 3 PLUS MEZZANINE <br />OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. <br />1 EXIT REQUIRED,- 1 EXIT PROVIDED <br />MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. <br />2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT <br />WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. <br />MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. <br />2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED <br />TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. <br />PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS <br />WAREHOUSE: 10,960 SF / 1500 = 7 STALLS <br />MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS <br />MEZZANINE: 2,960 SF / 1500 = 2 STALLS <br />TOTAL PARKING STALLS REQUIRED: 81 STALLS <br />HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM <br />PLUMBING FIXTURE REQUIREMENTS <br />OFFICE WC: <br />1 :25 FOR FIRST 50 OCCS. MALE & FEMALE <br />30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. <br />15.07 / 25 = .60 WC REQUIRED MALE & FEMALE <br />OFFICE LAV: <br />29 PARKING STALLS SHOWN <br />16' X 1 9 ' <br />I <br />ELECTRIC <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />2 AGGESSIBLE STALLS PER TABLE 1106.1 <br />GONG. PAD 12'-0" <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />TRANSFORMER <br />172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE <br />N <br />52 FUTURE PARKING STALLS <br />SHOWN <br />FOR DUST 01 <br />GOLLEGTOR <br />FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED <br />T <br />�I <br />�� <br />FUTUR <br />- <br />16'0" X 4.0.1 <br />L L� <br />GONG. APRON <br />I <br />• <br />---- <br />---;I <br />II <br />I <br />I <br />- - <br />- - - - <br />- -I <br />I <br />ROOF HATG <br />250'-0" <br />I <br />EDGE OF <br />f'--MEZZ BELOW <br />• <br />J, <br />I RTU <br />RTU <br />RTU <br />I ■ TBD <br />TBD ■ <br />I <br />- - <br />- - - - <br />- <br />to TBD <br />_----_-_-_------_- <br />• <br />LU <br />� <br />OE <br />I <br />? <br />N <br />---- <br />VTHRU <br />---- <br />12" DIA. VENT <br />ROOF, <br />LO <br />OC - - <br />- -LU- - <br />- <br />_ <br />z VERIFY LOCATION <br />Vil MEGH <br />• <br />POND <br />w <br />LL_----�---�I <br />RTU <br />� = <br />- <br />- -�- - <br />- � <br />RTU <br />■TBD <br />RTU <br />TBD <br />-U1 �- TBD ■ <br />---- <br />---- <br />POND FIT - VERIFY <br />WITH GI\/IL <br />I <br />RD <br />•--- <br />- <br />TPR INS. <br />TPR INS. <br />20„ <br />1Er_0N]r_AFRON <br />i <br />Ln <br />SITE / ROOF <br />SC SALE: 1" = 30'-0" <br />PLAN (I <br />CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I <br />OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL <br />S2 LOW HAZARD STORAGE <br />B OFFICE <br />CONSTRUCTION TYPE: IS <br />SPRINKLED: YES <br />BUILDING AREA: 36,854 SF (FOOTPRINT) <br />ALLOWABLE AREA: 23,000 SF <br />AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF <br />ALLOWABLE STORIES: 3 PLUS MEZZANINE <br />OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. <br />1 EXIT REQUIRED,- 1 EXIT PROVIDED <br />MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. <br />2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT <br />WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. <br />MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. <br />2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED <br />TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. <br />PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS <br />WAREHOUSE: 10,960 SF / 1500 = 7 STALLS <br />MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS <br />MEZZANINE: 2,960 SF / 1500 = 2 STALLS <br />TOTAL PARKING STALLS REQUIRED: 81 STALLS <br />HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM <br />PLUMBING FIXTURE REQUIREMENTS <br />OFFICE WC: <br />1 :25 FOR FIRST 50 OCCS. MALE & FEMALE <br />30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. <br />15.07 / 25 = .60 WC REQUIRED MALE & FEMALE <br />OFFICE LAV: <br />1 :40 FOR FIRST 80 OCCS. MALE & FEMALE <br />30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. <br />15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE <br />MFG/WHSE WC: <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />172.16/ 100 = .71 WC REQUIRED MALE & FEMALE <br />MFG/WHSE LAV: <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE <br />WC REQUIRED: .60 + .71 = 1.31 = 2 WC REQUIRED MALE & FEMALE <br />WC PROVIDED: MALE: 2 WC + 1 URINAL +.5 UNISEX WC = 3.5 WC PROVIDED <br />FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED <br />LAV REQUIRED: .38 + .71 = 1.09 = 2 LAV REQUIRED MALE & FEMALE <br />LAV PROVIDED: MALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV <br />FEMALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV <br />(1) SERVICE SINK PROVIDED <br />(1) HI -LOW DRINKING FOUNTAIN PROVIDED <br />(1) EMERGENCY EYE WASH PROVIDED <br />O <br />N <br />0 <br />O <br />N <br />0 <br />• • - • • - .. - 0. - .. - 00 - .0 00 00 00 00 0. 00 00 .0 00 00 00 00 0. 1 <br />I <br />• <br />-75'r MINIMUM I <br />I <br />- - - - - � ------------- I <br />I <br />GARS I I <br />55'r - NO TRUGKS BEYOND <br />MINIMUM THIS POINT I ' <br />TRU KS I • <br />I Cfl <br />r i M <br />LOI LO <br />O I <br />160 -O„ X 125'-0 • CV <br />N I FUTURE EXPANSION ' <br />I II <br />1610" X 410" i I <br />GONG. APRON <br />_41 01 <br />-------------- -------J I <br />Cn 55'r <br />MINIMUM <br />- I <br />O � <br />i O <br />to I <br />m <br />VICINITY MAP <br />77 <br />` o <br />z �y <br />3e� <br />4 a <br />135m S- <br />as <br />�� Crc.�k Pur4. �c 65y <br />WESTERN SPRING <br />aPg�t i.n MANUFAGTURING <br />a <br />S, .130th 5t. N i3Vth S( N <br />1291h 4t <br />,agtl <br />t1 <br />0 <br />126�` <br />Q' <br />PROPOSED IMPROVEMENT FOR: <br />Western Spring <br />Manufacturing <br />Lot 2, Block 1 Bald Eagle <br />Industrial Park Sixth Addition <br />Washington County, Minnesota <br />PROPOSED BY: <br />SHAW <br />CONSTRUCTION <br />7655 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />WWW.SHAWCONSTRUCT.COM <br />SHEET TITLE: <br />SITE PLAN & CODE REVIEW <br />CITY SUBMITTAL <br />DATE: REVISION NO. <br />04-06-17 <br />DRAWN BY: <br />SHEET NO. <br />Al <br />OF 4 SHEETS <br />
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