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Boulder County, GO <br />03996969 <br />5of12 <br />EX STORM <br />Rmi=533a <br />AVv w(S)=.5325a4 <br />INV C1JTTN)-5325a4 <br />rr <br />~ <br />EXJO.4 <br />EX-? T2- <br />ti <br />I 31.18 <br />30.48 <br />N. <br />cs <br />i $c <br />W <br />\\,.... B" VERTICAL CURB . <br />i <br />Ex_ <br />SITE <br />EX. ASPHALT <br />PAVEMENT <br />ENCROACHMENT <br />Ed. ASPHALT <br />T <br />PAr+l •IT <br />LOT 4 <br />MOCK 3 <br />MGM <br />I'. <br />" <br />TEE CONNECTION <br />X=3O.66- <br />OUTLET WITH <br />TRASH RACK <br />TIERED DETENTION <br />POND RETAINING W <br />Ir r/I <br />LOT 13 <br />BLOCK 3 <br />PROPERTY LINE <br />EX. .Rs' aRA44440E <br />EMIT. <br />EX=30.28 <br />£X=31.Q5 <br />EX=30.5 EX--10.59-•,_Nj rr <br />J <br />SEE SHEET 2 FpR - . UEx=31.2624 <br />TI WALL SECTION RECOJwSTRC7 EX <br />w RCP <br />p 4w EX 24' PUP 57129v sE7SE7? <br />Ni J k•`� y1•�1; <br />TIERED DETENTION 27.82 '` = r•��._.;±�fa'' ''*,'�,: <br />POND RETAINING WALLS COBBLE IR1CISLE 4 ; , <br />CHAMlE1 FL 27.: �=-'- <br />DETENTION POND <br />os 111/4 <br />RETAINING WALL . <br />E E <br />sov <br />j 33G 40 70 <br />G�--G-i-- G G G= <br />t <br />ss . <br />INV cvlrS)-5.i21495 <br />!II /l1 <br />ASPHALT <br />ST AC 58 <br />34., <br />EXTERIOR EX=-32.s2-+ .. <br />WALL (TYP.) <br />INTERIOR �� <br />STAIRS FOR <br />1 TENANT SPACES <br />(TYP.); FINAL <br />LOCATION TBD <br />-BUILDING <br />OVERHANG <br />MP.) <br />BUILDING <br />OVERHANG <br />(TYP.) <br />J"1 ` <br />IR <br />TENANT SPACES <br />E, • PROPOSED <br />(TYP-) <br />III <br />G G <br />ST(m)ST(m) <br />BUILDING <br />DOOR OVERHEAD <br />DOOR DOOR <br />f4' L47711.ITY ESJIIT. <br />E E E OGE <br />r/1 11! <br />EX el' PI.0 AA7 R <br />-..w-__yy_. <br />• <br />EOC '34.22 <br />6R�a�r�3.N� <br />LOT 14 <br />BIOOr 3 <br />EOC=34.41 <br />-33.78 <br />~��---_ SOUTH PIERCE AVENUE <br />Ex e'PICSAIWTARVSl= R U . (6O' R.D.W.) <br />ss ss . S7 55 SS-= -, 53---SSSSE. <br />11 <br />'Jr <br />r/1 <br />0 0- <br />ss <br />EX 27' RCP STORM . 711E7P <br />e'I(m) ST(m) sT(m) <br />ST(m) <br />sT(m)--- STi(m) sT(m) <br />1 1. <br />MEZZANINE <br />LEVEL ABOVE <br />(TYP.) <br />., -r ■ w iI!'',1 <br />coma MY4L# . ,- <br />C <br />20 <br />10 <br />0 <br />20 <br />40 <br />SCALE: 1 "-20' <br />.1 <br />LOT 15 <br />moor 3 <br />1 EX=31.964-FX=.32,09-5_ <br />£X=37.78 I <br />PROPERTY UNE <br />r1l III If/ <br />EX 14' UAI17YEsur <br />Amp EX 14 .SIDEW4LX <br />AIAMITENAAO Emir <br />w- <br />vl <br />fit_MARY 3EME77. AN <br />avv=�217 <br />AHy 01/71 4-532216 <br />SS <br />1I' <br />sT(m) sT(m) ST(m) ST(m) <br />11r !!! III /II <br />/ <br />tx A9alI+ILT <br />PA IE71ENT <br />• a R <br />P' <br />.ST(m) ST(m)• <br />dii3PWATT <br />SITE ACCESS <br />1I/ <br />ss <br />1 <br />III <br />!I/ <br />I!! <br />EX 27" RCP STORM SESIE,? <br />ST(m) _ ST(m) ST(m) <br />RII <br />k OAF <br />1 <br />1 <br />11 I <br />1 <br />+u <br />Ill <br />Know what's below. <br />Call before you dig. <br />LEGEND <br />PROPERTY BOUNDARY <br />COUPLING AT ADJACENT LOT LINE <br />PROPERTY LINE <br />EASEMENT <br />CHANNEL OR SWALE FLOWLINE <br />753 <br />EX rr 1 D <br />r STREIC7URE <br />rr r <br />�. 1 <br />covC <br />÷"ulPB AND <br />GLITTER <br />I L' <br />5S <br />S nt) ST(m) ST(m)--- <br />MAJOR CONTOUR <br />EXISTING. <br />MINOR CONTOUR . . PROPOSED. <br />EXISTING. <br />SPOT ELEVATION. PROPOSED <br />EXISTI NG. <br />STORM SEWER .PROPOSED . - _ - _ - <br />EXISTING. <br />SANITARY SEWER PROPOSED . <br />EXISTING <br />WATER. .PROPOSED _ <br />FIRE SERVICE. .PROPOSED _ <br />IRRIGATION SERVICE PROPOSED _ <br />TELEPHONE <br />CABLE TELEVISION <br />NATURAL GAS .EXISTING <br />.PROPOSED <br />ELECTRICAL (UNDERGROUND' __ . _ . _ .EXISTING_ <br />.PROPOSED <br />UTILITY MANHOLE. <br />FIRE HYDRANT... _. <br />WATER VALVE <br />EXISTING.. _ . _ . , _ e` ^� `• <br />�q = <br />PROPOSED .. 33 <br />33¢� <br />EX-34.62 <br />34.62 <br />sT <br />5 1 1■ 1111■ <br />EXISTING. <br />ss <br />ss <br />w <br />w <br />F <br />IR <br />F <br />T 7 <br />CTV <br />G <br />E <br />.PROPOSED.• <br />EXISTING C1 <br />PROPOSED <br />EXISTING. <br />PROPOSED <br />EXISTING. <br />WATER METER . PROPOSED <br />LIGHT POLE. . EXISTING <br />.PROPOSED <br />EXISTING. <br />PROPOSED <br />SIG N <br />EXISTING <br />STORM STRUCTURE DESIGNATOR. PROPOSED <br />IEEE <br />IEEE <br />�ww• <br />0 <br />SANITARY SEWER . EXISTING <br />STRUCTURE DESIGNATOR. PROPOSED <br />EXISTING CONCRETE <br />PROPOSED STANDARD CONCRETE <br />EXISTING ASPHALT PAVEMENT, <br />PROPOSED ASPHALT <br />GRADING NOTES <br />1. ALL SPOT ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER, TOP OF <br />PAVING OR FINISHED GRADE LANDSCAPE AREA UNLESS OTHERWISE NOTED. <br />2. ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND <br />LANDSCAPED AREAS UNLESS OTHERWISE NOTED. <br />3. ADD 5300 TO ALL PROPOSED SPOT ELEVATIONS TO REACH PROJECT VERTICAL <br />DATUM. <br />4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND <br />PROVIDE FOR ADEQUATE DRAINAGE THROUGH THE SITE DURING THE PROCESS <br />OF EXCAVATION, GRADING AND EMBANKMENT. THE GRADE SHALL BE <br />MAINTAINED IN SUCH CONDITION THAT IT IS WELL DRAINED AT ALL TIMES. <br />5. LANDSCAPE SLOPES SHALL BE 2% OR GREATER AND SHALL NOT EXCEED 4:1 <br />(H:V) UNLESS OTHERWISE NOTED ON THESE PLANS AND APPROVED BY THE <br />CITY INSPECTOR/ENGINEER. <br />6. MATCH EXISTING GRADES AT LIMITS OF CONSTRUCTION. <br />ACCESSIBLE DESIGN NOTES <br />1. ACCESSIBLE ROUTE TO THE BUILDING SHALL BE NO MORE <br />THAN 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE. <br />2. ACCESSIBLE PARKING AND LANDING SHALL BE NO MORE <br />THAN 2% IN ANY DIRECTION. <br />STORM SEWER NOTE <br />1. ALL STORM SEWER EXCEPT THE 24" RCP WITHIN THE <br />EASTERLY DRAINAGE EASEMENT I5 PRIVATELY OWNED AND <br />MAINTAINED_ <br />THE <br />17JflD <br />STUDIO <br />WP1mlialit <br />"It2r <br />Sanitas <br />Group <br />901 FRONT ST, SUITE 350 <br />LOUISVILLE, CO 90027 <br />FLEI OFFICE OUILDING <br />518 S. PIERCE AVE., LOUISVILLE, CO 15021 <br />NOT FOE\ CONSTRUCRON <br />ThiS NT IS <br />RE D°°°FOR REVIEW <br />PURPOSES ONLY <br />NOT VALID VA1NOUT ORIpNAL <br />SIGNATURE AND DAZE <br />dot <br />gramme: <br />dram lit <br />Minima Irt <br />comNikt <br />O 9122111EFIN swum <br />grand■§1119: <br />RAINS AND <br />DRAINAGE NLAN <br />5 <br />