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0 <br />I co <br />0 <br />Business Center at CTC <br />DRAWING NUMBER <br />� <br />co <br />z <br />2 <br />0 <br />1 <br />1 <br />... <br />jg— <br />, <br />= <br />TRENCH AND PATCH <br />FLOWABLE FILL MATERIAL <br />REQUIRED TO BACK OF WALK <br />STORM /WATER CROSSING DATA <br />BOTTOM 18" ST/L: ±5295.55 <br />TOP OF 1" W: ±5291.55 <br />\ ASPHALT <br />\ PATCH <br />PROPOSED <br />ONE—STORY BUILDING <br />15,000 S.F. € <br />3.00 <br />SERVICE INVERT <br />ELEV: 5296.70 <br />SEE PLUMBING PLANS <br />FOR CLEANOUT AND <br />CONTINUATION <br />F.F.E.= 5303.2 <br />2.5.9 <br />541' <br />0_503,4, ..r)3. <br />\ suOP * <br />\ VERTICAL <br />\ ANGLE POINT <br />INV: 5293.11 <br />1 <br />WET TAP TEE <br />INSTALL 6" C.V. (W) <br />INSTALL THRUST BLOCK <br />INSTALL 6" CL52 D.I.P. <br />44 <br />DATE BY <br />co <br />S— , <br />7:3 <br />co.%) <br />INSTALL TAP SADDLE <br />INSTALL CORP STOP <br />INSTALL 1" TYPE K COPPER <br />TAP EXISTING MAIN <br />CUT IN CONNECTION <br />DEEP TRENCH SEWER SERVICE <br />MAIN INVERT: 5288.19 <br />STORM /SARITARY CROSSING DATA <br />BOTTOM 18" ST/L: ±5295.46 <br />TOP OF 4" S/S: ±5294.30 <br />0 <br />1 <br />FIRE HYDRANT <br />AND THRUST BLOCK <br />FLANGE ELEV: 5302.75 <br />1 <br />DETENTION <br />POND LIMITS <br />_ <br />43 ,E <br />"-'411ftriveralosA <br />193.64, <br />• <br />\ \ <br />REVISION <br />WET TAP SWIVEL TEE 12"x6" <br />INSTALL KICK BLOCK <br />12" G.V.(E) <br />6" G.V.(N) <br />APP V <br />DATE <br />_ <br />2 2 6.96' <br />Design 18 Drown a8 <br />Checked ,./L8 Checked ..18 <br />Date 10/04/04 <br />glob No. 1183 <br />D— 11811 <br />918 ELDORADO LANE <br />LOUISVILLE, COLORADO 80027 <br />PHONE: 303.604.1634 <br />FAX: 303.604.1674 <br />R=23.00' <br />L=45.56' <br />Tan=35.08' <br />Delta=113°29'57" <br />N43°08'19"E 38.47' <br />AMMO 0111••••• <br />TACK COAT <br />EXISTING ASPHALT <br />6' MIN, <br />ASPHALT PATCH OR <br />COMPLETE FULL <br />DEPTH ASPHALT <br />PATCH OF EXISTING <br />STREET SECTION. <br />INSTALL ASPHALT <br />IN LIFTS AND COMPACT <br />TO 95% MIN. <br />UT(L(TY PLAN LEGEND <br />EX. CURB & GUTTER <br />CURB AND GUTTER <br />CONCRETE PAVEMENT <br />RETAINING WALL <br />EX. STORMLINE <br />PROP. STORMLINE <br />STD FH <br />ASSEMBLY <br />EXIST. WATERLINE <br />EXIST. SEWERLINE <br />PROPOSED WATER w <br />PROPOSED SEWER ss <br />EXISTING WATER <br />EXISTING SEWER <br />EXISTING GAS <br />EXISTING HP GAS <br />EXISTING ELECTRIC <br />12' PETRO TACK <br />OR APPROVED EQUAL <br />NEW ASPHALT <br />PATCH <br />NOTES: <br />GATE VALVE <br />/1 <br />MANHOLE <br />METER <br />a -- <br />CO CLEANOUT <br />UNIFORM LINE CUT <br />ASPHALT <br />/3"A,V,1 <br />95% <br />COMPACTED <br />BACKFILL.7 <br />FRENCH WIDTHH <br />SEE TABLE <br />COVER VARIES <br />I ' <br />MILL 12° <br />EXISTING ASPHALT <br />MATCH EXISTING ASPHALT <br />DEPTH WITH ASPHALT <br />PATCH TO LIMITS OF <br />PETRO TACK <br />ALL TRENCH EXCAVATIONS <br />IN ARTHUR AVENUE WILL NEED <br />TO BE BACKFILLED WITH <br />FLOWABLE FILL MATERIAL <br />TYPICAL TRENCH PATCH SECTION <br />1. TRENCH TO BE SLOPED OR BRACED AND SHORED AS REQUIRED. <br />PIPE DIAMETER <br />MINIMUM WIDTH <br />MAXIMUM WIDTH <br />REVISIONS <br />DATE BY <br />WTR1 <br />1*=20` <br />20 0 20 <br />6" 8" 12" <br />1'-10* 2'-0" 2'-4" <br />2'-6" 2'-8" 3'-0" <br />CITY OF LOUISVILLE DRAWN BY: DATE <br />M.L. JAN. 94 <br />ENGINEERING DEPARTMENT APPROVED DATE <br />BY: D.B. JAN, 94 <br />TYPICAL TRENCH PATCH SECTION SHEET_14 _OF_81 _ <br />40 <br />SCALE FEET <br />(WHEN PLOTTED ON 24"x36") <br />PITIAlegelVC <br />Civil Engineers <br />LOT 1, <br />NE CORNER <br />CITY OF <br />GENERAL NOTES: <br />I. ALL FITTINGS AND D.I. PIPE TO BE <br />WRAPPED IN POLYETHYLENE AND TAPED <br />2. 5' UNOBSTRUCTED AREA AROUND <br />HYDRANT. <br />3. 6 SACK CONCRETE KICKBLOCK <br />4. ALL FITTINGS SHALL BE RESTRAINED <br />JOINT OR MEGALUG. <br />MIN, 4,5' OF COVER -1111104- <br />11 <br />.111 - <br />SWIVEL TEE <br />TRRUST BLOCK <br />6" VALVE BOX <br />6' GATE VALVE <br />DRAIN HOLE MUST <br />BE KEPT CLEAR <br />THRUST - <br />BLOCK <br />12" <br />ELlz <br />12' MIN. <br />A <br />6' LATERAL (LATERAL <br />MUST BE DUCTILE IRON) <br />FIRE <br />HYDRANT <br />RISER <br />1/3 CUBIC YARD <br />3/4' OR 1 1/2" <br />WASHED ROCK <br />SECTION CONCRETE BLOCK HYDRANT SUPPORT <br />REVISIONS El <br />M CITY OF LOUISVILLE <br />DATE BY <br />ENGINEERING DEPARTMENT <br />.k4 FIHY <br />FIRE HYDRANT INSTALLATION <br />P=1 <br />-.0 <br />PROPERTY LINE <br />1/3 CUBIC <br />YARD 3/4° <br />OR 1 1/2" <br />WASHED <br />ROCK <br />BOND <br />BREAKER <br />THRUST <br />BLOCK <br />SECTION A <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY:D.B. JAN. 94 <br />A <br />UNDISTURBED <br />SOIL <br />+ON- WIDTH OF TRENCH OR 3' <br />SHEET 37 OF81 <br />45° ANGLE <br />SANITARY SEWER MAIN <br />CONCRETE <br />SECTION <br />NOTES! <br />GRANULAR BEDDING <br />6' BELOW PIPE <br />TO 12" O.T.P. <br />SEWER SERVICE <br />CONNECTION AT <br />PROPERTY LINE, <br />CALDER COUPLER <br />OR APPROVED EQUAL <br />1. BELLS SHALL NOT TOUCH THE SIDES OR BOTTOM OF THE BELL HOLE. <br />2, THE BARREL SECTION SHALL BE SUPPORTED THROUGHOUT ITS LENGTH, <br />3. SERVICE TAPS SHALL BE IN LINE WYES ON NEW MAINS, AND MACHINE <br />TAPPED AND WYE SADDLE ON EXISTING MAINS. HAND TAPS SHALL NOT <br />BE ALLOWED, <br />4. THE CURB SHALL BE MARKED WITH "S" OR 'X' WHERE THE SEWER SERVICE <br />LINE CROSSES THE CURB WHERE APPLICABLE. <br />5. ALL JOINTS SHALL BE WATER TIGHT. <br />6, ALL SERVICE LINES SHALL BE 4" UNLESS OTHERWISE APPROVED. <br />7. INSPECTION REQUIRED PRIOR TO BACKFILL. <br />REVISIONS LS CITY OF LOUISVILLE <br />DATE BY ENGINEERING DEPARTMENT <br />ALLEYS <br />1 <br />DEEP TRENCH <br />SEWER SERVICE REPLACEMENT <br />BUILDING DATA — FIRE FLOW <br />GROSS SQUARE FOOTAGE: 14,975 <br />CONSTRUCTION TYPE: III—B <br />REQUIRED FLOW: 2,000 gpm <br />REDUCED FLOW: 1,500 gpm (2003 IFC) <br />HYDRANTS: 1 (EXISTING) <br />MASTER UTILITY PLAN <br />BLOCK 1, BUSINESS CENTER AT CTC <br />OF ARTHUR AVENUE AND CHERRY ST <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />REET <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY: D.B. JAN. 94 <br />SHEET 9 OF81 oe <br />• <br />CITY OF LOUISVILLE <br />APPROVAL <br />By <br />Date: <br />Document Approval Expires: <br />This document was reviewed for conformance with City of <br />Louisville Design and Construction Standards. City approval <br />does not relieve owners, design engineer, or controactor of <br />responsibility to correct errors or ommissioins relating to <br />this document. <br />SHEET <br />1 <br />OF 1 SHEETS <br />®COPYRIGHT All ENGINEERING CONSULTANTS <br />