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1 <br />INSTALL FDC <br />EX. FIRE HYDRANT <br />INSTALL <br />4" FIRE LINE TAP <br />62 LF OF 4" PVC W/S <br />1 — THRUST BLOCK <br />1 — 4" GATE VALVE <br />1 — 8" GATE VALVE <br />(SEE NOTE #2 ON SHEET 3) <br />WV 11 <br />—INSTALL <br />311 LF 2' CONCRETE PAN <br />MIN SLOPE 0.5% <br />INSTALL <br />(STORM SEWER RELEASE STRUCTURE <br />TO CUT INTO EXISTING STORM SEWER PIPE <br />SO EX. PIPE TAKES DRAINAGE TO THE NORTH <br />(SEE NOTE #2 ON SHEET 1) <br />PEDEST <br />INSTALL <br />64 LF 2' CONCRETE PAN <br />MIN SLOPE 0.5% <br />(PAN FLARESiNT-TO- (-WIDE ON THE <br />SO EMU AGAINST THE CONCRETE <br />HEADWALL. TRANSITION OF FLARE IS <br />5' LONG TO GO FROM 2' WIDE TO 4' WIDE) <br />OWNER: PF INVESTMENT LLC <br />LOT 1, BLOCK 2 <br />COLORADO TECHNOLOGICAL CENTER <br />PARCEL NO. 157516003009 <br />BOCK WALL <br />& STAIRS <br />INST •. 1 _�: <br />FOR 4" PIPE FROM LOADING DOCK DRAIN <br />& 15" RCP FROM THE AREA DRAINS <br />INVERT OF PIPES IS 36.50 <br />INSTALL <br />4" SERVICE CONNECTION <br />80 LF OF 4" PVC (SDR 35) <br />® <br />2.0% MINIMUM <br />(SEE NOTE #2 ON SHEET 3) <br />INSTALL <br />1" WATER SERVICE TAP <br />62 LF OF 1" PVC W/S <br />1 — 1" DOMESTIC WATER METER <br />1 — CORP STOP <br />(SEE NOTE #2 ON SHEET 3) <br />\\ <br />1 <br />OF CONCRETE LOADING DOCK. <br />TO DISCHARGE INTO 3" UNE <br />48 LF OF 3" C900 PVC <br />1 - 3" ELBOW WITH THRUST BLOCK <br />4'0 WET WELL <br />RIM ELEV 39.80 <br />BOTTOM OF WET WELL 34.00 <br />INSTALL <br />1 — 3/4" IRRIGATION METER <br />1 — BACKFLOW PREVENTOR <br />INSTALL <br />3/4" IRRIGATION TAP <br />30 LF OF 3/4" PVC W/S <br />(SEE NOTE #2 ON SHEET 3) <br />STORM SEWER MANHOLE <br />RIM: 5340.81 <br />FL IN(NW)(18"RCP):5331.8 <br />FL OUT(SE) (18"RCP):5331.71 <br />AREA DRAIN #1 <br />INLET TYPE 'C' <br />PEDESTRIAN GRATE <br />GRATE 5339.20 <br />INV OUT 5336.90 <br />INSTALL <br />101 LF OF 15" RCP <br />0 0.2% SLOPE <br />EX. STORM SEWER MH <br />RIM ELEV 5339.46 <br />(EX. STORM SEWER TO BE <br />ABANDONED IN PLACE FROM B/W THIS <br />MH AND THE OUTLET STRUCTURE) <br />INSTALL <br />AREA DRAIN #2 <br />INLET TYPE 'C' <br />PEDESTRIAN GRATE <br />GRATE 5339.20 <br />2' CONCRETE COLLAR <br />AROUND GRATE OF INLET <br />SLOPING INTO THE GRATE <br />INV OUT 5336.70 <br />INSTALL <br />50 LF OF 12" RCP <br />0 0.4% SLOPE <br />INSTALL <br />112 LF OF 3' CONCRETE PAN <br />MIN SLOPE 0.5% <br />INSTALL UGHT POLE <br />SANITARY SEWER MANHOLE <br />RIM: 5340.52 <br />FL IN(SE)(8"PVC):5328.07 <br />FL OUT(N)(8"PVC):5328.17 <br />\„ <br />INSTALL 2' CONCRETE WALL <br />TOTAL LENGTH (NORTH -SOUTH) 130 LF <br />5' TAPER FROM 6" TO 0" HEIGHT ON NORTH AND <br />SOUTH ENDS AS THE WALL TURNS WEST <br />INSTALL U <br />N <br />N <br />Q \ <br />\ \ <br />\ \ <br />\ <br />\ <br />s <br />ss <br />•ss <br />• FO <br />WTR <br />•SS <br />SANITARY SEWER MANHOLE <br />RIM: 5338.16 <br />FL IN(E)(8"PVC):5326.36 <br />FL OUT(N\M"PVC):5326.46 <br />0 <br />P\ D <br />R.O.W <br />FL—FL <br />xx <br />Icy <br />wv <br />x1 <br />6V) <br />LEGEND <br />POU \D N <br />FOJ\ <br />R <br />G <br />D <br />0\JNE\ <br />T—OP—WAY <br />FLOW LI \ <br />LIG <br />T POLE <br />RRIGA <br />TAT I O \ <br />TO FLOW L <br />(AS \ OTE 9) <br />ION CONTROL VALVE <br />WATER VALV <br />WATER N <br />FIRE <br />ET_ <br />R <br />YDRA\T <br />SANITARY SEWER <br />STORK <br />TR <br />EE <br />SD <br />SD <br />FO <br />ss <br />sr <br />s <br />WTR <br />EWER v <br />VA <br />A\ <br />NOTES: <br />1. XCEL CONTACT (GAS) IS PAIGE (303) 245.2295. <br />2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXCAVATE, POTHOLE, FIND, <br />AND CONNECT TO THE EXISTING UIIUTIES. THE LINEWORK SHOWN IN <br />THESE DRAWINGS ARE TO THE BEST OF THE ENGINEER'S KNOWLEDGE. <br />3. OWNER SHALL REPAIR DAMAGE OR SETTLED CONCRETE CURBING <br />ADJACENT THE SITE PRIOR TO ISSUANCE OF CONSTRUCTION <br />ACCEPTANCE AND/OR CERTIFICATE OF OCCUPANCY. <br />4. WATER LINE SHOWN ON THIS PLAN IS PER THE LOCATE MARKINGS <br />PROPVIDED BY THE CITY. THE EXACT LOCATIONS OF BENDS ARE NOT <br />KNOWN. <br />0 OLE <br />OLE <br />EXIST <br />DRO <br />UNDE <br />EX ST <br />EX ST <br />D <br />00 STORK SEWER 0 <br />OSED STORK SEWER <br />RGRO ND F RIR LINE <br />00 SAN TARY SEWER 0 <br />00 SANITARY SEWER L <br />\E <br />LI\E <br />EX STING WATER S <br />9ROPOS=D WATER <br />JOB NO <br />341-3 <br />EWE <br />L <br />R LI\E <br />\E <br />\E <br />PARK ENGINEERING <br />CONSULTANTS <br />420 21ST AVENUE, SUITE 101 <br />LONGMONT CO. 80501 (303)651-6626 <br />CTC FILING 1, BLOCK 2, LOT 1 <br />INNOVATIVE OPENINGS <br />UTILITY PLAN <br />DATE <br />12/9,/16 <br />CAD NO I SHEET NO <br />3413BASE 3 OF 4 <br />