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Boulder County, CO <br />© 2020, ALL RIGHTS RESER <br />P:IUNITED PROPERTIESICO, LOUISVILLE - 96TH & DILLON PHASE 11\08 CAMPUD PLANSIPUD-6 UTILITY PLAN - PH2.DWG <br />LOT 4, BLOCK 2 <br />(C.T.C. FIRST FILING) <br />EXIST. MANHOLE AND <br />CONNECTIONTO EXIST. <br />SAMTARY SEWER <br />) <br />EXIST. 8" WATER MAIN - <br />LOT 9, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />EXIST. 30' SAN. <br />SEWER ESMT. <br />EXIST. CONNECTION TO EXIST. 16" <br />TRANSMISSION WATER MAIN <br />sot <br />1 <br />LOT 3, BLOCK 2 <br />(C.T.C. FIRST FILING) <br />EXIST. 8" SANITARY <br />SEWER <br />LOT 8, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />LOT 2, BLOCK 2 <br />(C.T.C. FIRST FILING) <br />LOT 7, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />EXIST. 16" <br />TRANSMISSION <br />WATER MAIN <br />PROP. 5' CDOT MANHOLE - <br />PROP. 18" STORM <br />PROP. 5' TYPE R STORM INLET <br />d <br />EXIST. SHUT OFF VALVE FOR <br />FUTURE ABANDONMENT OF <br />BNSF WATER CONNECTION <br />PROP. 18" STORM <br />PROP. TYPE 13 VALLEY GRATE <br />EXISTING DETENTION POND A <br />FOR FILING NO. 1, LOTS 1, 2, 3 & 4 <br />IN DRAINAGE ESMT. TO THE CITY <br />LOT 1 <br />(FILING NO.1) <br />EXIST. <br />EXCLUSIVE <br />UTILITY ESMT. <br />EXIST. 38' DRAINAGE ESMT. <br />EXIST. 40' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY ESMT. <br />EXIST. 62' ACCESS DRAINAGE & <br />EXCLUSIVE UTILITY ESMT. <br />1- -1:: <br />Ise <br />PROP. DOMESTIC <br />WATER SERVICE <br />PROP. SANITARY <br />SERVICE CONNECTION <br />TO PHASE 1 MANHOLE <br />PROP. 5' TYPE R STORM INLET <br />EXIST. EXCLUSIVE UTILITY ESMT. <br />EXIST. 20' DRAINAGE ESMT. <br />EXIST. 30' ACCESS, . <br />DRAINAGE & EXCLUSIVE <br />UTILITY ESMT. <br />.". — EXIST. PRIVATE DR <br />I <br />17.5' ACCESS ESMT. <br />BOTH SIDES <br />=1- <br />LOT 3 <br />(FILING NO.1) <br />LOT 2 <br />(FILING NO.1) PROP. PRIVATE FH <br />EXIST. 50' PRIVATE ----it <br />ACCESS DRIVE IN ESMT. <br />PROP. 60" STORM <br />PIPE EXTENSION <br />FROM OPEN SPACE <br />EXIST 10' UTILITY ESMT. PROP. 9' CDOT BOX MANHOLE <br />EXIST. MONUMENT SIGN ESMT. <br />EXIST. EXCLUSIVE UTILITY ESMT. <br />EXIST. SIDEWALK ESMT. <br />EXIST. TRAFFIC <br />SIGNALS <br />EXIST. INV=5351.20 <br />/O <br />!/PROP. 5' CDOT MANHOLE <br />ear <br />PROP. 24" STORM <br />O <br />PROP. PRIVATE <br />I/ <br />FH AND LATERAL <br />PROP. DOMESTIC WATER <br />AND FIRE SERVICE <br />BUILDING CONNECTION <br />PROP. <br />PRIVATE FH <br />AND LATERAL <br />PROP. 12" STORM <br />PROP. 60" FES <br />PROP. TYPE 13 VALLEY GRATE - <br />03911011 <br />LOT 1, ST. LOUIS PARISH AND BOLDER INNOVATION CAMPUS, FILING NO.2 <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH <br />PRINCIPAL MERIDIAN, CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />LOT 1, BLOCK 2 <br />(C.T.C. FIRST FILING) <br />LOT 6,BLOCK I <br />(C.T.C. FIRST FILING) <br />14 <br />5 <br />F ep14ROPO <br />O <br />LOT 5, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />FUTURE 8' WIDE <br />TRAIL (CITY) <br />O <br />O <br />PROPOSED ONS1TE <br />DETENTION POND B FOR <br />FILING NO.2, LOTS 1,2, 3 & 4 <br />IN DRAINAGE ESMT. TO CITY <br />PROP. 24" STORM <br />rot <br />PROP. 36" STORM <br />\ PROP. 5' TYPE R STORM INLET <br />1 <br />`PROP. 30" STORM J PROP. TYPE 13 VALLEY GRATE W/ MODIFIED BOX <br />PROP. 20' DRAINAGE & <br />I MAINTENANCE ESMT. <br />I <br />PROP. FIRE SERVICE LINE = I • <br />PROP. 30" STORM <br />PROP. 12" STORM ROOF <br />^_ <br />I i ��DRAINLATERAL(TYP.) <br />wti <br />LOT 1, FILING NO.1 <br />PROP. INDUSTRIAL BUILDING <br />PROP. FDC (99,885 SF) <br />FFE=5355.85 <br />193 PARKING SPACES <br />PROP. SANITARY SERVICE <br />BUILDING CONNECTION <br />PROP. PRIVATE SANITARY <br />SERVICE <br />, 11 1 <br />PROP. 5' TYPE R STORM INLET <br />PROP. 18' STORM <br />\ - PROP 18" STORM"�''''@� <br />PROP 8" SANITARY MAIN/ <br />PROP. 10' TYPE R STORM INLET <br />LOT 2 <br />(FILING NO.2) <br />i <br />PROP. PEDESTRIAN POLE <br />PROP. 10' SIDEWALK <br />ESMT. WITH 3.5' _ <br />ACCESS ESMT <br />PROP. TYPE 13 VALLEY GRATE W/ MODIFIED BOX <br />I I PROP. 30" STORM <br />l <br />PROP. TYPE 13 VALLEY GRATE W/ MODIFIED BOX <br />PROP. 30" STORM <br />e-PROP. 24" STORM <br />-PROP. 5' TYPE R STORM INLET <br />PROP. EXCLUSIVE <br />UTILITY ESMT. <br />PROP. FH <br />PROP 12" <br />LOT 3 WATER MAIN <br />(FILING NO.2) <br />-PROP. 5' TYPE R STORM INLET <br />PROp.'8"ST <br />ORM= <br />PROP. DRAINAGE <br />ESMT <br />PROP- 66"X42" <br />HERCP STORM <br />EXTENSION <br />WITH COUPLING <br />EXIST. 66" X 42" RCP <br />ELLIPTICAL PIPE <br />FROM CITY OPEN <br />SPACE DRAINAGE <br />PROP. RELOCATED <br />ELEC. STRUCTURE - <br />IN EASEMENT <br />PROP. <br />18" STORM <br />1 <br />PROP. MONUMENT <br />SIGN EASEMENT <br />LOT 4 PROP. <br />SIDEWALK <br />(FILING NO.2) ESMT. <br />PROP. 10' UTILITY ESMT. <br />I— PROP. STREET LIGHT <br />PROP. 18" RCP <br />IRRIGATION LATERAL <br />EXTENSION <br />EXIST. INV=5354.80 <br />EXIST. 18" RCP <br />IRRIGATION LATERAL <br />EXIST. INV=5355.30 <br />S. 96TH STREET <br />(PUBLIC R.O.W. VARIES) <br />1 <br />LOT 4, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />OUTLOTA - <br />(FILING NO.1) <br />EXIST. 35' <br />DRAINAGE ESMT. <br />PROP. 18" STORM <br />OUTFALL WITH FES <br />PROP. POND B <br />OUTLET <br />STRUCTURE <br />TO CHANNEL 1 <br />PROP. <br />PROPERTY <br />LINE <br />PARCEL 1A <br />(FILING NO.2) <br />LOT 2,BLOCK 1 <br />(C.T.C. FIRST FILING) <br />EXIST. IMPROVEMENTS AND <br />STRUCTURES TO REMAIN <br />PROP. 10' TYPE R STORM INLET <br />PROP 8" SANITARY MAIN <br />PROP. 30' ACCESS, DRAINAGE, <br />& EXCLUSIVE UTILITY ESMT. <br />- PROP. STREET <br />LIGHT <br />PROP. 8" SANITARY STUB <br />FOR FUTURE DEVELOPMENT <br />(PRIVATELY MAINTAINED) <br />PROP. 10' <br />UTILITY ESMT <br />LOT 1, BLOCK 1 <br />(C.T.C. FIRST FILING) <br />EXIST. 16" <br />TRANSMISSION <br />WATER MAIN <br />EXIST. DRAINAGEWAY G <br />DILLON ROAD STORM PIPE <br />CROSSING. 5 - 30" HERCP <br />STORM SEWER PIPE (PHASE 1) <br />OUTLOT B <br />(FILING NO.1) <br />CITY OF LOUISVILLE <br />DRAINAGE ESMT. <br />EXIST. UTILITY ESMT. <br />PROP. 20' EXCLUSIVE UTILITY <br />ESMT. W/ 10' MAINTENANCE - <br />ACCESS ESMT. ON BOTH SIDES <br />EXIST. H.P. GAS VALVE AND <br />OUT BUILDING <br />COLORADO-WYOMING GAS <br />CO WARRANTY DEED <br />PROP 12" WATER MAIN <br />r <br />EXIST. HIGH <br />PRESSURE <br />GAS LINE <br />- EXIST. FIBER <br />-EXIST. FIBER <br />EXIST. ELECTRIC <br />I <br />10' / <br />J/ <br />L <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />7 /air- 7-7 <br />10' <br />r <br />• <br />0) <br />w <br />0 cc <br />O> <br />Zp <br />JO <br />0 J <br />m <br />a. <br />a <br />EXIST. 60" <br />STORM <br />SEWER <br />EXIST. STORM <br />VAULT (PHASE 1) <br />- EXIST. WATER <br />TRANSMISSION <br />MAIN <br />PRESSURE GAS <br />(TO BE VERIFIED) <br />EXIST. FIBER <br />PROP. WATER <br />CONNECTION TO <br />EXIST. CITY MAIN <br />SCALE IN FEET <br />0 80 160 <br />111 <br />IF BAR DOES NOT MEASURE 1 INCH <br />THEN DRAWING IS NOT TO SCALE <br />FIRE DEMAND ANALYSIS - LOT 1: <br />BUILDING SQUARE FOOTAGE: 99,885 SF <br />CONSTRUCTION TYPE: IIB <br />PER 2018 INTERNATIONAL FIRE CODE <br />MIN. REQUIRED FIRE FLOW = 6,750 GPM (APPENDIX B - TABLE B105.1) <br />BUILDING WILL HAVE APPROVED AUTOMATIC SPRINKLER SYSTEM PER IFC <br />NUMBER OF HYDRANTS REQUIRED: 1 (APPENDIX C - TABLE C102.1) <br />AVERAGE SPACING BETWEEN HYDRANTS: 500' <br />MAX. DISTANCE FROM STREET I ROAD TO FH: 250' (OR 200' FOR DEAD END) <br />UTILITY PLAN NOTES: <br />1. ALL NEW UTILITIES SHALL BE UNDERGROUND AND IN EASEMENTS <br />OR PUBLIC RIGHTS OF WAY. <br />2. FINAL WATER VALVE LOCATIONS WILL BE DETERMINED WITH <br />CONSTRUCTION DRAWINGS AS COORDINATED WITH PUBLIC <br />WORKS. <br />3. SUPPLEMENTAL EASEMENTS MAY BE REQUIRED FOR INDIVIDUAL <br />SITES UPON SUCH TIME THOSE SITES ARE PROPOSED FOR <br />DEVELOPMENT IMPROVEMENTS. <br />4. THE CITY WILL ONLY MAINTAIN STORM SEWERS LOCATED IN THE <br />PUBLIC RIGHT OF WAY. ALL ON -SITE STORM SEWER IS PRIVATELY <br />MAINTAINED. <br />5. THE MASTER UTILITY PLAN IS CONCEPTUAL, CHANGES TO THE <br />PLAN WILL OCCUR DURING THE CIVIL ENGINEERING PLAN REVIEW <br />PROCESS. <br />6. UTILITY STUBS ARE PRIVATELY MAINTAINED. <br />LEGEND <br />• <br />PROPERTY LINE <br />EXISTING R-O-W/SECTION LINE <br />EXISTING EASEMENT LINE <br />PROPOSED EASEMENT LINE <br />PROPOSED SETBACK LINE <br />EXISTING EDGE OF PAVEMENT <br />PROPOSED EDGE OF ASPHALT <br />PROPOSED 6" CURB AND GUTTER <br />PROPOSED SWALE / DIVERSION DITCH <br />EXISTING STORM SEWER <br />EXISTING SANITARY MAIN <br />EXISTING WATER MAIN <br />EXISTING GAS LINE <br />EXISTING ELECTRIC LINE <br />EXISTING FIBER OPTIC LINE <br />EXISTING OVERHEAD LINE <br />PROPOSED STORM SEWER <br />PROPOSED SANITARY MAIN <br />PROPOSED WATER MAIN <br />PROPOSED GAS LINE <br />PROPOSED ELECTRIC LINE <br />EXISTING / PROPOSED SANITARY MANHOLE <br />EXISTING / PROPOSED STORM INLET <br />EXISTING / PROPOSED STORM MANHOLE <br />EXISTING / PROPOSED FIRE HYDRANT <br />ABBREVIATIONS <br />BOW <br />ESMT. <br />EXIST. <br />FEL <br />FES <br />FH <br />FL <br />PROP. <br />TOB <br />TOW <br />BOTTOM OF WALL ELEVATION <br />EASEMENT <br />EXISTING <br />FINISH FLOOR ELEVATION <br />FLARED END SECTION <br />FIRE HYDRANT <br />FLOW LINE ELEVATION <br />PROPOSED <br />TOP OF BERM <br />TOP OF WALL ELEVATION <br />UTILITY DESIGN IS CONCEPTUAL <br />AND REVISIONS WILL OCCUR <br />DURING CIVIL ENGINEERING <br />PLAN REVIEW PROCESS. <br />Iry <br />COMMENTS <br />0 <br />ci <br />cn <br />8 of 16 <br />cc <br />oct <br />COMMENTS <br />re It <br />>- 0 <br />0 CD <br />03 <br />0 re O- <br />PROJECT NO: <br />DESIGNED BY: <br />DRAWN BY: <br />DATE: <br />SOUTH 96TH STREET & DILLON ROAD, CITY OF LOUISVILLE, BOULDER COUNTY, CO <br />co <br />,93 <br />co <br />0 <br />in <br />0 <br />CO <br />cc <br />FINAL CITY COUNCIL APPROVAL <br />ui <br />CD <br />CO ci) <br />Co <br />0 CO <br />a. <br />CRO <br />ECM <br />12/07/2020 <br />PUD-8 <br />SHEET: 8 OF 16 <br />