Laserfiche WebLink
0 <br />w <br />0 <br />F- <br />M <br />0 <br />N <br />to <br />0i <br />0 <br />z <br />0 <br />f= <br />v <br />U) <br />z <br />0 <br />0 <br />U_ <br />cu <br />E <br />a� <br />�L <br />R <br />EX SD PUMP STATION, <br />PROTECT IN PLACE41 <br />xa <br />i'Y <br />I MAINTAIN A MINIMUM 100' CLEAR PAVED NORTH <br />TO SOUTH ACCESS ACROSS DUCTBANK <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />A <br />12/08/17 <br />NW <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />0 <br />_1 <br />l <br />NO. I DATE I BY I REVISION <br />PAVEMENT DEMOLITION CONTROL POINTS <br />POINT <br />NORTHING <br />FASTING <br />ELEVATION <br />1 <br />358046.3 <br />1298542.2 <br />17.57'± <br />2 <br />358041.9 <br />1298547.6 <br />17.50' ± <br />3 <br />358058.9 <br />1298561.6 <br />17.35't <br />4 <br />358058.5 <br />1298617.1 <br />18.09't <br />5 <br />358072.5 <br />1298628.6 <br />18.34'± <br />6 <br />3581 19.7 <br />1298571.1 <br />17.63't <br />7 <br />358135.2 <br />1298583.8 <br />17.71 ' ± <br />8 <br />358142.8 <br />12985714.5 <br />17.89'± <br />g <br />358277.3 <br />1298685.0 <br />17.97't <br />1 p <br />358229.7 <br />1298743.0 <br />18.72± <br />1 1 <br />358253.0 <br />12987 62.1 <br />18. 49' ± <br />1 <br />358300.4 <br />1298704.0 <br />17.95'± <br />13 <br />358312.8 <br />1298714.1 <br />18.04'± <br />14 <br />358351.2 <br />1298667.4 <br />18.69'± <br />15 <br />358536.7 <br />1298819.7 <br />18.51'± <br />16 <br />358565.9 <br />1298784.5 <br />17.96'± <br />1.7 <br />358674.3 <br />1298873.3 <br />17.97'f <br />18 <br />358032.0 <br />1298630.0 <br />18.40't <br />i g <br />358025.7 <br />1298627.5 <br />18.41 't <br />p <br />358012.5 <br />1298660.6 <br />18.50'± <br />21 <br />357805.1 <br />1298652.0 <br />19.50't <br />357674.3 <br />1298756.1 <br />19.39' f <br />357669.7 <br />1298750.4 <br />19.37t <br />4 <br />357654.9 <br />1298762.3 <br />19.62'± <br />5 <br />357666.9 <br />1298777.1 <br />19.59'± <br />6 <br />357671.7 <br />1298773.2 <br />19.52't <br />35769 6.7 <br />1298803.9 <br />19.50' f <br />357684.5 <br />1298813.8 <br />19.50' f <br />g <br />357646.8 <br />1298767.3 <br />19.74'f <br />p <br />357643.5 <br />1298769.9 <br />19.79't <br />31 <br />357662.4 <br />129 879 3.1 <br />19.70' ± <br />357649.8 <br />1298803.3 <br />19.90' ± <br />357652.4 <br />1298806.6 <br />19.88'± <br />4 <br />357665.0 <br />1298796.4 <br />19.67'± <br />5 <br />357681.3 <br />1298816.4 <br />19.54't <br />6 <br />357666.5 <br />1298828.4 <br />19.89'f <br />357687.9 <br />1298854.8 <br />20.09't <br />357729.0 <br />1298821.4 <br />20.24' ± <br />g <br />357707.6 <br />1298795.0 <br />19.51 'f <br />p <br />357699.9 <br />1.298801.3 <br />19.50'f <br />41 <br />357674.9 <br />1298770.5 <br />19.50' ± <br />357681.6 <br />1298765.1 <br />19.44t <br />357677.0 <br />1298759.4 <br />19.40' f <br />4 <br />357806.2 <br />1298656.1 <br />19.37'± <br />5 <br />358010.9 <br />1298664.4 <br />18.52'± <br />6 <br />358008.0 <br />1298671.6 <br />18.55'f <br />358026.3 <br />1298678.9 <br />18.50' ± <br />358043.9 <br />1298634.8 <br />18.38' ± <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />S. MILLETT <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />N. WATSON <br />CD PERFORM PAVEMENT SAWCUTTING IN CONFORMANCE WITH DOE BMP <br />C152. CONTRACTOR SHALL FIELD MEASURE & ESTABLISH EXISTING <br />PAVEMENT GRADES AND SLOPES PRIOR TO DEMOLITION., PAVEMENT <br />SHALL BE REPLACED FLUSH WITH SAWCUT EDGE OF EXISTING <br />PAVEMENT AND SHALL BE CONSTRUCTED TO MATCH ALL EXISTING <br />GRADES AND SLOPES. <br />0 EX ELECTRICAL DUCTBANK & MANHOLE, PROTECT IN PLACE. <br />EX 8" DI W, APPROX IE=13.5', PROTECT IN PLACE. <br />® SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT FOR <br />ELECTRICAL DUCTBANK. SEE DETAIL C, SHEET E6.1 FOR TYPICAL <br />TRENCH SECTION AND ENCASED DUCT BANK DETAILS. SEE DETAIL <br />5, SHEET C2.5 FOR PAVEMENT RESTORATION DETAIL. <br />SEE SHEET C2.8 FOR ELECTRICAL DUCT BANK PROFILE. <br />® SEE SHEET C2.6 FOR RAIL CROSSING DETAILS. <br />Q EX 12" SD, IE=13.24±, PROTECT IN PLACE. <br />EX 24" SD, IE=5.45±, PROTECT IN PLACE. <br />HORIZONTAL CONTROL POINTS EAST OF RAIL TRACK 104 ARE <br />APPROXIMATE. CONTRACTOR MAY ADJUST TO ACCOMMODATE WORK <br />AS APPROVED BY THE ENGINEER. <br />10 NOTE STRIPING ON EACH SIDE OF RAIL. SEE SHEET C2.3 FOR <br />RESTORATION. <br />' <br />DEMO EX UTILITY <br />PIPE CAP/PLUG WITH CONC THRUST BLOCK FOR <br />D2.1 <br />PRESSURIZED UTILITY <br />LD5.4 <br />C <br />GROUT PIPE PLUG FOR GRAVITY OR ABANDONED <br />UTILITY <br />D2.1 <br />LD5.4 <br />�drndrrd;�rr�d <br />s <br />DEMO OR REMOVE EX BUILDING, SEE SHEETS <br />D3.1 AND D3.2 <br />Yd./d1ddLL/1_LC/d!/d� <br />L� <br />DEMO EX UPLAND ACP <br />D2.1 LD5.4 <br />L........`..`.-�� <br />DEMO EX WHARF ACP <br />D2.1 D5.4 <br />..� <br />ACP SAWCUT LINE(j) <br />EX DECK PANEL BALLAST DRAIN, PROTECT IN <br />PLACE <br />Q <br />PAVEMENT DEMO CONTROL POINTS <br />(SEE PAVEMENT DEMOLITION CONTROL POINTS <br />TABLE ON SHEET D2.3) <br />CALL 48 HOURS <br />1 <br />BEFORE <br />DIAL <br />. .�1 11 ATA 4 :1 _=fifi <br />20' 0 20' 40' <br />10' 30' <br />SCALE: 1 "=20' <br />VERT DATUM: MLLW = 0.0' <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. D2m3 <br />SOUTH TERMINAL WHARF & <br />ELECTRICAL UPGRADES -PHASE 2 <br />UTILITY AND PAVEMENT <br />DEMOLITION PLAN (3 OF 3) <br />CIP NO. <br />1-8-0o 1-06 <br />PROJECT <br />NO. MT-ST-2017-1 1 <br />SHEET NO. 17 OF 176 <br />