Laserfiche WebLink
Boulder County, CO <br />04050123 <br />Page 8 of 21 <br />.r <br />\ 1F <br />/I 11/1i 11,11 ) <br />/1-11- 11 / // /I <br />, <br />--1' <br />mom (` 3„ I I �1 1 4' WALK \ <br />n I I ( �. <br />.t \ I 1 / , <br />r - _,/, SIGN <br />I I ` F:SFYIT. <br />, , <br />I , /` / <br />k 1 , <br />I I 1 / <br />1 \1,.... , <br />' 1 1 I <br />1 <br />I <br />I 1 <br />I I <br />i 1 1 t / -' <br />/ / i 1' I. / <br />/ 1 1 I <br />1 ,t1 1 1I / <br />/1 - I 11 1'4 <br />/ 1 <br />If I <br />1 .5� IA <br />1 1 <br />1 S 4 <br />1 1 1 I I r �I--1_. <br />\\ 1 k % I --11 <br />I I I )1' <br />1 �1 <br />I <br />I <br />til <br />li <br />I II <br />1 I III <br />1 1 I I Ian: <br />I I I fIll 1 <br />11I 1 1 ' 1 <br />-4(41'' 1 <br />f I I I j i/ I <br />I 1 I I I .. .,.,::1• - .. <br />A.I.I ,. 71•,1 <br />// 11 <br />/ <br />- -�- <br />-17 <br />17-- <br />22.3 / <br />HEC / <br />/ / <br />hryo / / <br />// / I <br />./_-.�_ ---- - -j-__ <br />EX\ CONC. WALK <br />(I.1 <br />BM 12 / <br />Mal'snx <br />R+' ADE:5319.9/ <br />- asf <br />.6' U.E. 7. <br />N <br />\ <br />./, <br />'WEE. i <br />C LOVE R <br />LANE <br />--- <br />\ <br />3' TAP CURB TO 0 <br />/ 16.00 <br />▪ EX <br />.nN <br />X SSMH / <br />BLDG 11 <br />A. PROP " ' :5318.6 <br />ikrz <br />5324 ' <br />SANITARY SEWER C.O. <br />INV.: 5319.91 <br />SS <br />3 i -'I I I <br />i552 J� �I I 1 y + <br />• <br />� r I + y <br />%�^-...��iiI I <br />��'���� / I , <br />�' ,- �_53f5 \ \ I 1 +y <br />------ �i I/ I 1 <br />_ XI / <br />C, <br />1 <br />L I FL <br />AVG. PROP GRADE:5316.9 <br />�I6,O0`; <br />-MO <br />.:-..T <br />-� ;;..-.-- <br />1 .74 =,v EC AVG PI OP GR 5315.1 <br />/ <br />14.60BLDG 10 <br />14.5 /- <br />14.3 <br />4 84`` • ▪ �FL 59 LEC 1 / HEC <br />,_147k. .�.i � 9 - r <br />r\. Irk <br />16.0 <br />LEC <br />35' DRAINAGE & <br />EXCLUSlyreUTILITY EASEMENT <br />NOP <br />.191P111rA <br />AO <br />/ <br />4' WALK <br />TYP.) <br />EX. CONC. WALK / <br />HECLA WAY <br />/ <br />/ <br />PROP GRADE:5313.3' <br />BLDG 9 <br />EX. CONC. WALK <br />I <br />BLDd 2 <br />AVG. PROP GRADE:5313.3 <br />\ <br />5310• <br />11.3- <br />LEC <br />A PR.' t' 'E:5312.1 <br />BLDG 8 <br />R <br />/-r <br />/ <br />1 <br />1 <br />1 I I <br />CO. CONNECT Tp EX <br />„a 1--- <br />War- <br />5308_ - EX. OUTEAt+E- <br />ALL <br />�If�E <br />-s�13.00 <br />I. \ <br />I \\ sue, N ail ` <br />Is��� \ \N. <br />Coll <br />I �\ \ \:1I <br />\ <br />I\� y, u.+N W +u w w �AIiHHHLfFi,ifil•HFF rS HHH45 idHH71HM1 HH HHHHHH <br />i4H WHH HHHHHHii Hk1}i HY3 fii HF';-�Hlinn nn'7i114-7nnfl NT'j�-s•i1FiifffhT~1iL.1ui UtrtuuuuucYe'#6t� uuul.l�uuul-Iuuuuuu�Tuuu•aHHUI-tHHr-s'>a-N'A'w �'*�++*+H-+i•F+` <br />`•1 y <br />r-" 11 / <br />I / - - 111i��, <br />i l Ij% ii N n H t' lit i�'" 4,y.i.7 tip r. miAt! 7'_" ri rwiwl J-7S"_3" IL LL LJ LJ LJ LJ u u u 4 1-1 L1 41 1-I Li 1; PFP N M N H/Id H H H H H H H FF 1-031 H V <br />/ / II ,/ �/ <br />OF <br />1 <br />BLDG 16 <br />TOP GRADE:5309.9 <br />BLDG 6 <br />71 <br />5308 <br />2` CONCRETE -ttIRB CUT-- i <br />tX. IN <br />EX. STM <br />Ash <br />fiVG. PROP GRADE:5308.01 <br />/ BLDG 51 <br />8.9 <br />HEC <br />��.4ro u <br />E ( PEE,.; <br />5307 <br />EX. CONC. PAN <br />TRA`� , <br />TY <br />ENT <br />7.38 _ - -- <br />JJUV '- A - <br />CONCRETE CURB -CUT <br />OUTLO4- A - <br />5307 <br />-- - -5305 -- - - <br />FX FH / <br />z.r <br />Ut. <br />EX, CONC. WALK <br />dA - <br />LEGEND <br />STORM SEWER, MANHOLE <br />E ® EXISTING ELECTRIC LINE, STREET LIGHTS, BOXES <br />X X EXISTING FENCE <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />LEGEND <br />FL = FLOW UNE ELEVATION <br />EOC - EDGE OF CONCRETE ELEVATION <br />HP = HIGH POINT <br />LP = LOW POINT <br />FFL = FINISH FLOOR ELEVATION <br />TOW = TOP OF WALL ELEVATION <br />BOW = BOTTOM OF WALL ELEVATION <br />U.E. = UTILITY EASEMENT <br />C.F. = CURB FACE <br />L/S = LANDSCAPE <br />T.P. = TRANSITION POINT <br />G.B. = GRADE BREAK <br />FLOWLINE - SWALE <br />FLOWLINE - CURB AND GUTTER <br />VCS = VERTICAL CURB - SPILL <br />VCC = VERTICAL CURB - CATCH <br />MCS = MOUNTABLE CURB - SPILL <br />MCC = MOUNTABLE CURB - CATCH <br />HEC = HIGHEST PROPOSED ELEVATION CORNER <br />LEC = LOWEST PROPOSED ELEVATION CORNER <br />N <br />N <br />N <br />N <br />N <br />N <br />NOTES <br />1. GUTTER TRANSITION FROM SPILL TO CATCH OCCURS <br />1.5' EACH SIDE OF FLOW LINE P.I. <br />2. SITE LAYOUT PLAN BY OTHERS. <br />3. SIGN AND STRIPES ON SITE PLAN BY OTHERS. <br />4. ALL STORM DRAIN SYSTEMS ARE PRIVATE <br />IMPROVEMENTS, OWNED AND MAINTAINED BY THE <br />PROPERTY OWNER OR H.O.A. <br />5. FOR CURB AND GUTTER TYPES RE: TYPICAL LAYOUT <br />PLAN <br />lJL G - <br />\ <br />N <br />N <br />SOUTH BOULDER ROAD • N <br />▪ N <br />LEGEND OF SURFACING <br />CONCRETE <br />ASPHALT <br />GRAVEL <br />-- <br />EX. STF)PI <br />SEE LANDSCAPE PLANS FOR GROUND COVER <br />lI N <br />I <br />lEx rN <br />7.0 <br />LEC <br />/ <br />jam• EMER.tNCY /CCESS <br />•E�'i <br />TYPE 3INLE- <br />12* PyC <br />z <br />k <br />1 I L1= <br />1V O. TAPER a <br />.31 <br />5305 <br />0 •5305or <br />/ <br />N <br />EX SSMH. <br />Si-> <br />\ 8e Ss \ as ' . ..... <br />-...\ \ i <br />- 1 <br />irloric. <br />If <br />U) <br />LU <br />TAPER 'CURB 10 0 <br />_I-5.51 <br />1 <br />+E. <br />11 <br />EX. 0" RCP <br />INLET <br />I EX. 5' <br />INLET <br />E <br />'! <br />1i <br />1 <br />I, <br />1 <br />• <br />EX SSMHI, <br />z; <br />o- <br />L. <br />;EX. <br />EX INLE' <br />I� <br />EX SSMH El E� <br />, <br />1! <br />/ <br />it <br />Know what's below. <br />Call before you dig. <br />30"IRCP' <br />• <br />//P <br />30 0 30 60 <br />scale feet <br />REVISION /ISSUE <br />MPD <br />ENGINEERING <br />1550 QUINCE AVE. <br />BOULDER, CO 80304 <br />PHONE: 303.498.9224 <br />0 ix <br />U. <br />o <br />o <br />a <br />o <br />• co co <br />COMMENTS 9-23-21 <br />COMMENTS 3-21-22 <br />GRADING PLAN <br />COMMENTS 7-21-22 <br />COMMENTS 8-31-22 <br />LOCATED IN THE SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 1 SOUTH, RANGE 69 WEST <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />Design DSS Prawn DSS <br />Dote JUNE 23, 2021 <br />Job Na 1915 <br />SHEET <br />8 OF 21 <br />