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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />S`AFCO PRODUCTS <br />SAFCO PRODUCTS <br />• NEW HOPE, MINNESOTA <br />8AFCO PRODUCTS <br />R BY PART NUMBER 6552 <br />REORDER BY PART NUMBER 6552 <br />United Refrigeration <br />ObSV Co occo <br />FINAL PUD DEVELOPMENT PLAN <br />LOT 9, BOCK 1, BUSINESS CENTER AT CTC, REPEAT #1 <br />SIGNATURE BLOCKS <br />CITY COUNCIL CERTIFICATE <br />S4.0ew\u" <br />APPROVED THIS y DAY OF 1\4.18-1,t 2001 BY THE CITY <br />COUNCIL OF THE CITY OF LOUISVILLE, COLORADO. RESOL <br />NO. 414 SERIES a 00‘ . <br />MAYOR <br />PLANNING COMMISSION CERTIFICATE <br />RECOMMENDED APPROVAL THIS 11 DAY OF v� �,z+ , 200 J BY <br />THE PLANNING COMMISSION OF THE CITY OF LOUISVILLE, <br />COLORADO. RESOLUTION NO. 3 Z <br />SERIES x.00\ . <br />ON SECRETARY <br />CLERK AND RECORDER CERTIFICATE <br />(COUNTY OF BOULDER, STATE OF COLORADO) <br />I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED IN MY <br />OFFICE AT C27'.1.414 O'CLOCK, 17 .M., THIS 13 -SI -DAY OF *A /t <br />NSI opodt � , 200 3, AND IS RECORDED IN PLAN FILE1'-S1 C -3, `'.111::°2,1 <br />FEE%011- PAID ' 1 l" FILM NO. - , RECEPTION. 611 >S41 <br />*2s2a?At 4 S( <br />LibIJ , S 4t -AS <br />RECORDER <br />OWNERSHIP SIGNATURE BLOCK <br />BY SIGNING THIS PUD, THE OWNER ACKNOWLEDGES AND ACCEPTS <br />ALL THE REQUIREMENTS AND INTENT SET FORTH IN THIS PUD. <br />WITNESS OUR HANDS AND SEALS THIS <br />Notarial Seal <br />Linda A. Ceschan, Notary Public <br />City of Philadelphia, Philadeipma t;ounty <br />My Commission Expires Oct. 10, 2005 <br />OWNER <br />N <br />TARY <br />AY OF 1200;2_ . <br />0 0' <br />C- <br />R R <br />LANs, USE SUMMARY <br />100% OF <br />TOTAL LOT AREA &1,413 S.F. =1.55 ACRES SITE <br />LA\IDSCAPE AREA 19,057 S.F. <br />PEDESTRIAN HAR'DSCAPE/ 2&,35S.F. <br />SIDEWALK AREA <br />BUILDING AREA 22,000 S.F. <br />'ARK I NG SUMMARY <br />WAREHOUSE: 1/1,000 (1 SPACE PER 1000 S.F. OF <br />WAREHOUSE FLOOR). <br />29% OF <br />51TE <br />39% OF <br />SITE <br />32% OF <br />SITE <br />OFFICE: 4/1,000 = 1/20 (4 SPACES PER 1000 S.F. OF <br />OFFICE FLOOR OR 1 SPACE PER 250 S.F. OF OFFICE <br />FLOOR'). <br />3,510 S.F. OFFICE: 3,510/250 = 14.28 SPACES <br />18,430 S.F. WAREHOUSE: 18,430/1,000 = 18.43 SPACES <br />14.28 <br />+ 18.43 <br />32.11 = 33 SPACES REQUIRED <br />42 SPACES PROVIDED <br />2 ACCESSIBLE SPACES PROVIDED <br />44 TOTAL SPACES PROVIDED <br />44 > 33 - OK <br />NOTE: INDIVIDUAL TENANT FINISH 3UILDING PERMITS <br />WILL PE REVIEWED TO ENSURE THAT EACH TENANT'S <br />PARKING DEMAND DOE5 NOT EXCEED THEIR PRO <br />RATA SHARE OF ON-SITE PARKING. <br />'1S t-il�i6 "S <br />W. DILLION RD. <br />VICINITY MAS'' <br />NO SCALE <br />SHEET INi,EX <br />J31 <br />1 COVER SHEET <br />2 HORIZONTAL CONTROL FLAN <br />3 GRADING DRAINAGE, AND EROSION CO <br />4 UTILITY FLAN <br />5 LANDSCAPE PLAN <br />LANDSCAPE DETAILS <br />1 ELEVATIONS <br />8 PHOTOMETRIC FLA\ <br />LIGHTI\1G LITERATURE SPECIFICATIONS <br />'1S H11701 'S <br />TROL FLAN <br />• <br />I`s <br />CODE: <br />Ni OR <br />OCCUPANCY: S-1, P <br />TYPE OF <br />CONSTRUCTION: VN <br />ZONING: ?? <br />SUILDINCx AREA: <br />%D0 S <br />61- <br />20— <br />LU <br />120 <br />W <br />Cx <br />• <br />0 <br />0 <br />1 A-1 <br />234 <br />A <br />ON <br />U.S.C. - 1991 EDITION <br />WAREHOUSE <br />OFFICE <br />TOTAL <br />Property Line <br />Setback or Easement <br />Existing Contour <br />New Finish Contour <br />Sanitary Sewer <br />Water Line <br />Gas Line <br />Electrical Power <br />Property Corner <br />Benchmark <br />Fire Hydrant <br />Finish Elevation <br />Power Pole <br />Meter <br />Detail 1 drawn on <br />sheet A-1 <br />Room Number <br />Door Number <br />Window Type <br />1\001A'ER <br />If' I t`giEEI <br />:r111x-11.•tf11x. <br />18,430 S.F. <br />3,10 S.F. <br />22,000 S.F. <br />BUILDING SECTION <br />INDICATOR -SECTION 1 <br />LOCATED ON <br />DRAWING A-6 <br />SECTION INDICATOR - <br />SECTION I LOCATED ON <br />DRAWING A-1 <br />INTERIOR ELEVATION <br />IND ICATOR-ELEv. 1 <br />LOCATED ON <br />DRAWING A-8 <br />DETAIL INDICATOR - <br />DETAIL I ON <br />DRAWING A-9 <br />COLUMN INDICATOR <br />Al S 1 EMEND <br />EARTH <br />GRAVEL <br />ASPHALT <br />POURED CONCRETE <br />PRICK <br />PLYWOOD <br />ROUGI-1 WOOD <br />WOOD PARTITION <br />FINISI-4 WOOD <br />AFF <br />BLKG <br />BM <br />BTM <br />CL <br />CJ <br />CLG <br />COL <br />GONG <br />CONST <br />CONT <br />CONT'R <br />DBL <br />DN <br />DTL <br />DIA <br />DW'GS <br />(E) <br />EA <br />EJ <br />ELECT <br />ELEV <br />EQ <br />EXT <br />FIN <br />FIN FLR <br />FLR <br />GA <br />GC <br />GI <br />GL <br />GYP BD <br />HT <br />HC <br />HM <br />RICxID INSULATION <br />BATT INSULATION <br />EXT. INSULATION <br />rr I FINISH SYSTEM <br />STRUCTURAL STEEL <br />fttJtJ,I'tII IJ11 CONCRETE BLOOD <br />1.%." • I DRYWALL <br />1 I METAL STUD WALL <br />Q\S <br />Above Finish Floor <br />Blocking <br />Beam <br />Boom <br />Lin <br />Center e <br />Control Joint <br />Ceiling <br />Column <br />Concrete <br />Construction <br />Continuous <br />Contractor <br />Double <br />Down <br />Deta i l <br />Diameter <br />Drawings <br />Existing <br />Each <br />Expansion Joint <br />Electrical <br />Elevation <br />EqIior <br />Exterua <br />Finish <br />Finish Floor <br />Floor <br />Gauge <br />General Contractor <br />Galvanized Iron <br />Glass <br />Gypsum Board <br />Height <br />Hollow Core <br />Hollow MetaI <br />PRECAST <br />CONCRETE <br />STONE <br />HORIZ Horizontal <br />JT Joint <br />LAM Laminated <br />MANUF Manufacturer <br />MAX Maximum <br />MECH Mechanical <br />MIN Minimum <br />MTL Meta I <br />(N) New <br />NIC Not In Contract <br />OC On Center <br />PL Plate <br />PLYWD Plywood <br />QT Quarry Tile <br />(R) Remove <br />RAD Radius <br />RE: Refer to <br />REINF Reinforcing <br />READ Required <br />RO Rough Opening <br />SC Solid Core <br />SECT Section <br />SI -1T Sheet <br />SIM Similar <br />SPECS Specifications <br />STD Standard <br />GTL Steel <br />SUSP Suspended <br />T.O. Tap of' <br />TYP Typica I <br />VERT vertical <br />WC Water Closet <br />WD Wood <br />WR Water Resistant <br />-F-.+ <br />Cts 0 <br />W <br />El.O <br />-E..- 0 <br />0 <br />0) <br />C <br />V <br />J <br />THIS DRAWING IS THE PROPERTY <br />OF LAROCK ASSOCIATES, P.C. <br />AND IS NOT TO BE REPRODUCED <br />MODIFIED OR USED FOR ANY <br />OTHER PROJECT OR EXTENSION <br />OF THIS PROJECT EXCEPT BY <br />AGREEMENT WITH SAID COMPANY. <br />DATE: ISSUED FOR <br />0$/02/01 REVIEW <br />JOB- IN <br />0106 <br />DRAB BY: <br />SHEET TITLE: <br />COVER SHEET <br />