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5370 <br />_ _ _536_0_ <br />5350 <br />z- <br />cs <br />of <br />> <br />(TOW_=5375.50- <br />FG 5374.63- / <br />✓ / <br />/ / <br />TOW= --5374.06--4 <br />FG 5367.47- <br />/ r <br />/ <br />/ f J <br />I (- o03 <br />P/ / W <br />r') <br />rO( <br />te/ <br />et- r <br />/ <br />/ <br />/ <br />/ / <br />/ / <br />/ / <br />/ / <br />/ <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ <br />/ <br />▪ -�- \o <br />-TOW=5367.14 <br />7 )F6=5366.72-- <br />//� \ TOW=5368.07 <br />1 \ 1FG =5366.50 <br />///6 1 <br />( de,\-. \ <br />1 <br />/ <br />/ <br />/ <br />J/h//// <br />// <br />/ >/ <br />i / /� / / /i/ l <br />/TOW=5368.00 <br />/ FG=5367.49 <br />/ in��// /// // / <br />/ /�/., /// / I <br />.,/ // / <br />,,-'. //// 1 1 <br />- - -� ----7 b <br />r/ <br />v, TOW=5369.97 <br /><(� FG=5367.75 <br />i (( <br />/ l 1 \ i \ <br />/ <br />/ <br />/ <br />TOW=5369.00 <br />FG=5368.81 <br />TOW=5369.00 <br />FG=5366.33 <br />TOW= 5366.31 <br />FG=5365.81 <br />2 <br />H.P. <br />5366.09 <br />// <br />• <br />, <br />, <br />, <br />, <br />, <br />c <br />, <br />H.P. <br />5366.12/ <br />� l <br />/ <br />x FF=5367.00 <br />1 <br />, <br />TOW=5362.68 <br />FG=5362.00 <br />TOW=5361.12 <br />TOW=5358.99 <br />FG=5355.00 <br />TOW=5353.93 <br />FG=5348.80 <br />/ <br />LOT 13 <br />/ <br />/ <br />/ <br />s�6 <br />5- <br />SW=5366.44 <br />W=5366.46; <br />/ <br />50 <br />25 0 50 <br />100 \ <br />ORIGINAL SCALE: 1" = 50' <br />, <br />, <br />, <br />, <br />, <br />, <br />/ / / <br />/ <br />TOW=5355.00 r //------ <br />^`\`/ / <br />/�FG=5350.36 r TOW=5348.50 <br />r FG=5348.28/ <br />5,370 <br />5365 <br />�'`S3s, / '15)/- ) TOW = 5353.03 , <br />FG=5347.96' <br />7 $ <br />1141:111W4- <br />41 1y�fit /1 <br />NIN// <br />;n to <br />41\ J I <br />i <br />5361.36 <br />5375 - <br />5364.51 <br />/ <br />co <br />TOW=5359.00 <br />FG=5349.36 ' <br />I r I / <br />i <br />%,/, ' RETAINING WALL =�`- J / / / / <br />uv, - - uL 7 <br />LS` -- t / \ / , <br />1()I / / <br />/ f <br />5'5 O <br />} Z <br />1 <br />5363.30 <br />• <br />a <br />1/1 <br />5365 .27 / <br />7/ 536/7.4 <br />1 <br />1f <br />( J <br />H.P. / <br />,5366.53 <br />5358.91 <br />/ <br />Ir <br />JI <br />r \\ <br />5 <br />/ <br />/ / <br />TOW 5352.44 <br />FG=5347.44 <br />TOW=5351.66 <br />FG=5347.44 <br />// /5365.85 <br />/5366.71 1 J <br />>/ t',v i <br />u � / <br />TOW= 5370.44-h <br />FG=5366.45- <br />I 1 <br />BUILDING <br />5360 I <br />5350 <br />5340 <br />rjt <br />(J PAN <br />5358.77 / 0.60% <br />5359.04 <br />1 1 < 1 �� ' I r7�-�-L�I I. LCL �- 4 I / / 1�17""Pw -'11 IB <br />/ j J^� <br />/ I ` ( (l f r'-'/ / / �- <br />1/ 1 ,-- 1 �� / -- f 7 ,- t <br />) / 7 ( / /5 / / / r `- SW=5367.15 <br />( i 1 / / <br />2 + / �/ / <br />// t <br />o ( ) t 7 / f / / <br />• ( / // , / // 5FF=5367 50 f <br />1 --t --� <br />J (f t/ /J f J� �( / J t�- <br />/ / .x'5367.05 ' */ <br />,-- <br />�0.60`�J LJ 0.60% / <br />_./ ' <5355.55 <br />5357 ��i <br />=. \ S3I <br />/ <br />.. <br />/ <br />1_L <br />.:SW=535812s=5356SW90 <br />=FTGOW5=35635660.18-7 SW=5359.29 J <br />7 / J 1 <br />BUILDING I <br />TOW <br />RETAINING WALL <br />x <br />FF=5357.00 <br />P-7 <br />17T <br />FG=5352.20 <br />FG=5350.2 II <br />0 <br />0:I /1 RETAININ <br />0.61% <br />• <br />7 <br />RET <br />G WALL <br />LOT 7 <br />PROPOSED <br />CURB AND <br />GUTTER <br />PROPOSED <br />DRIVEWAY <br />LOADING <br />AREA <br />GROUND <br />LOT 8 <br />PROPOSED <br />GUTTER <br />N8918'19"W 945.44'62.5o <br />PROPOSED <br />_ CURB AND <br />GUTTER <br />A -A <br />PROPOSED <br />CURB AND <br />GUTTER <br />PROPOSED <br />DRIVEWAY <br />B -B <br />PROPOSED <br />DRIVEWAY <br />it PROPOSED <br />PROPOSED <br />CURB AND <br />GUTTER <br />I 5360 <br />5350 <br />5340 <br />LOT 9 <br />BUILDING <br />5357.94 <br />5358.16 <br />25 <br />(31 c; \ct,q >r,\, <br />F - 14/ <br />354.42 <br />I 5:345 <br />• <br />EX SA Al. <br />SEWER <br />EX S TOR M <br />SEWER <br />RETAINING WALL 1.69%( <br />5370 <br />5360 <br />5350 <br />TOW=5357.94 <br />5360 <br />5350 <br />5340 <br />- BUILDING <br />PROPOSED <br />CURB AND = PROPOSED <br />EXISTING <br />PROPOSED Fp <br />- CURB AND r <br />GUTTEFR <br />RETAINING WALL ---- <br />TOW=5346.65 <br />TAYLOR AVENUE =-=- <br />EX. WA ER <br />SEWER <br />5360 <br />5350 <br />5340 <br />LLJ <br />LLI <br />o <br />• <br />LEGEND <br />- 5358 <br />5358 <br />X 5358.56 <br />TOW <br />FG <br />SW <br />FF <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />FLOW DIRECTION <br />PROPOSED SPOT ELEVATION <br />TOP OF RETAINING WALL <br />FINISHED GROUND <br />PROPOSED SIDEWALK <br />FINISHED FLOOR ELEVATION <br />HANDRAIL <br />(FOR RETAINING WALL H>2.5') -- <br />TOP OF <br />RETAINING WALL <br />FINISHED <br />SURFACE <br />4 <br />FINISHED GRADE <br />LOW PERMEABILITY SOIL <br />GEOGRID SOIL REINFORCEMENT <br />AS SPECIFIED BY THE ENGINEER <br />LIMITS OF DRAINAGE FILL <br />10" (MIN) <br />DRAINAGE COLLECTION PIPE <br />(IF REQUIRED) <br />Lu <br />6" CONCRETE <br />LEVELING PAD <br />RETAINING WALL DETAIL <br />NOTES: <br />Know what's below. <br />Call before you dig. <br />ANY STORM, SANITARY SEWER, AND WATER <br />STUBS INTO THE PROPERTY THAT ARE NOT <br />USED SHALL BE ABANDONED PER CITY <br />CRITERIA. <br />ALL STORM SEWER IS PRIVATELY OWNED AND <br />41*' ja ENGINEERING <br />A Westrian Company <br />Centennial 303-740-9393 • Colorado Springs 719-593-2593 <br />Fort Collins 970-491-9888 • wwwjrengineering.com <br />to <br />a) <br />LE <br />co <br />1501 W. 124TH AVE. #100 <br />CO <br />0 <br />CO <br />LLI <br />CN <br />cri <br />co <br />CD <br />.122 <br />ce <br />Lu <br />111 0 <br />IA 0 <br />J g <br />0 0 <br />0 d <br />BLOCK 1, LOTS 11 & 12 <br />0 <br />9 <br />oo <br />00 <br />cnD <br />Do <br />0 <br />-J <br />0 <br />Ca <br />CC <br />>- <br />CD <br />LLJ <br />LLJ <br />LLJ <br />LLJ <br />CC <br />LLJ <br />LLI <br />LLJ <br />LLJ <br />LLJ <br />U) <br />-J <br />CS <br />LLJ <br />CD <br />LLJ <br />CD <br />CM <br />PROSECUTED. <br />PREPARED: <br />02/13/17 <br />FOR SUBMITTAL <br />06/09/17 <br />FOR SUBMITTAL <br />GRADING PLAN <br />