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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />4 <br />w <br />oW <br />ea <br />wz <br />Z� <br />• a <br />cn m <br />ow <br />CC <br />❑0 <br />0 <br />0 Lucc cca <br />o <br />0 <br />LL <br />Q <br />0 <br />.4 <br />0 <br />0 <br />W <br />z <br />Z ro <br />r <br />W <br />aW <br />0w <br />W <br />Z� <br />• 0. <br />r <br />m <br />0w <br />CC <br />Oo <br />¢¢ <br />a <br />0 <br />0 <br />LL <br />0 <br />0 <br />w <br />Z <br />Z ro <br />uiw <br />0W <br />wz <br />z <br />Q <br />• *d- <br />>-; <br />0m <br />Uw <br />�¢ <br />Oww <br />CC cca <br />P._ <br />Folders\99-06L05\Drainage\Drainage <br />LOT 13, BLOCK 8 <br />COLORADO TECHNOLOGICAL CENTER, FIRST FILING <br />PLANNED UNIT DEVELOPMENT <br />SLOPE VARIES <br />LOCATED IN SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />12" <br />0.r 1.5"R <br />6" •4 • e a • 0 <br />21.9 <br />A. •1. 0 4 . <br />• O <br />SPILL CURB <br />EXISTING <br />BUILDING <br />1 1/2" -.. <br />1 1/2"� 12" <br />16" , <br />12" 1 •0 <br />40. .4 0f.4 <br />• <br />4 0 4 0. <br />4� <br />CATCH CURB <br />PRIVATE CURB + GU i i tri DETAIL <br />N.T.S., <br />1 <br />�''\\ 11 <br />r <br />5335-1 <br />12" <br />4' <br />SLOPE VARIES <br />SLOPE VARIES <br />4' CONCRETE PAN <br />N.T.S. <br />2' <br />" CONCRETE <br />SLOPE VARIES <br />L-11111111-11.111-1111111-111111111-11111111- <br />5329.39 <br />2' COBBLE LINED CONCRETE PAN <br />N.T.S. <br />LOT 12, BLOCK 8 <br />DEVELOPED SITE <br />" COBBLE <br />" CONCRETE <br />5'X5' CONCRETE <br />PAD <br />100 -YR HWE=5327.8 <br />10 -YR HWE= 5327.1 <br />36" RCP <br />3" PVC ORIFICE <br />INV = 5322.95 <br />COMCO 6020 <br />CLOSED MESH GRATED COVER <br />RIM ELEV = 5327.75 <br />INV OUT= <br />5322.85 <br />.8" CONCRETE <br />TOP OF BFRM 5328.8 <br />SIDEWALK ATTACHEMENT AT <br />PC REQUIRED BY CITY. SIDEWALK <br />MEANDERS TO WEST WITH <br />DISTANCE NORTH OF PC. <br />11 <br />-741 <br />1":1:1-=_17.17.7,-;7-z%L.71.1'.7-- I 1 I <br />-61 <br />ELECTRI AL <br />TRANSF MER <br />PAD <br />FILL AROUND SIAB <br />CONCRETE 1' MIN <br />AROUND EDGES <br />OF PIPE BOND WITH <br />SLAB TO SEAL <br />AN DSr.AF'c <br />5330.0.0.00. <br />SC <br />4 -FT CONCRETE PAN <br />ER <br />UJ <br />00 <br />CO a- <br />0 <br />CNI <br />uj <br />0 <br />3/4 <br />ISLAND CHASE <br />0.3 <br />PR OSED <br />ENCL <br />1 <br />/00;00;7 / 0;7 <br />) t <br />/// PROPOSED/BUILD <br />/ A =/5331.0 x <br />LOT 1i, BLOCK <br /><\; <br /><0 <br />5330" <br />SC <br />532 <br />15" RCP 46.0 <br />TO EXISTING BACK <br />OF INLET <br />DETENTION OUTLET STRUCTURE <br />TIE IN TO EXISTING INLET <br />9100= 7.9 <br />SC <br />RADIUS = 470.00' <br />LENGHTH = 50.96' <br />DELTA = 06°12'44" <br />TAN = 25.50' <br />330.36 <br />-533 <br />SCALE: N.T.S. <br />LLI <br />Ob <br />44' yinE/E <br />EXIStING <br />ASHPALT STREET <br />WITH CURB <br />AND GUTTER <br />MEANDERING <br />2 -FT CONCRETE <br />PAN W/ COBBLES <br />10' WIDE POND <br />OVERFLOW <br />LOCATION EL = 5327.8 <br />14.0 TILITY <br />EASEMENT <br />47/ (///';;#.:W/ <br />NE NE NE mo EN NE_,ENEN NNI 1111 /M. <br />11 <br />EXISTING <br />18" PIPE <br />DETENTION <br />POND / <br />-5329- - <br />/ <br />40121= 2111.1. <br />" X 45" RCP SIDE DRAIN <br />WI H CONCRETE FLARED <br />END 'SECTIONS AND RE- <br />MOVAE1 TRASH RACKS <br />VACANT / <br />1M1016.- moor <br />N89°45'20"W <br />EkISTING <br />TY%,R <br />INL <br />5324 - <br />OMNI <br />CHERiky STREET\69' R.O.W. <br />5326 <br />44' WIDE EXISTING <br />ASPHALT STREET WITH <br />CURB AND GUTTER <br />MONUMENT <br />SIGN <br />LOT 9, BLOCK 3 <br />VACANT <br />SIDEWAL <br />5325 AVE ONL <br />DETENTION <br />10 -YR RELE <br />100 -YR REL <br />10 -YR HWE <br />100 -YR H <br />PROVIDED H <br />INV = 5319.53 <br />1001,001*. <br />5527.1/ VOL = 5294 cf <br />= 5527.8/ VOL = 8925 cf <br />= 5528.8/ VOL <br />EXISTING <br />15' TYPE R INLET <br />RIM = 5324.37 <br />4100M; .4=M1 ;MIRO MN. OM! ON, 41111M,r; 71•11.451•10 4111171/.61.11r1 <br />011••• 41111111, 4•111•10 41111.1144/1/1 <br />EXISTING 18" RCP <br />INV IN N = 5319.53 <br />LEGEND <br />AS APPLICABLE <br />8300 <br />0 <br />18" PIPE r <br />II <br />II 1 \ <br />;TYPE R <br />EXISTING 18" <br />EXISTIN-6 3-8" CULVERT <br />RADIUS = 23.0' <br />LENGTH = 35.95' <br />TAN = 22.82' / <br />EXISTING <br />IRRIGATION STORM / <br />SEPARATOR BOX / <br />XISTING <br />TS" PIPE <br />411111111; INN* <br />PROPERTY LINE <br />- EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />EXIST/NG SANITARY SEWER <br />EXISTING WATER LINE <br />EXISTING STORM SEWER <br />PROPOSED SANITARY LINE <br />PROPOSED WATER LINE <br />EXISTING WATER VALVE <br />EXISTING FIRE HYDRANT <br />EXISTING STREET/PARKING LIGHT <br />EXISTING SANITARY MANHOLE <br />EXISTING STORM MANHOLE <br />FOUND IRON PIN <br />PROPOSED DOOR <br />PROPOSED MONUMENT SIGN <br />PROPOSED TRANSFORMER PAD <br />CONCRETE <br />rr <br />141 <br />DRAINAGE <br />LEGEND <br />moi NE DRAINAGE BOUNDARY <br />A <br />1.27 <br />8.0% <br />SC <br />DESIGN POINTS <br />FLOW DIRECTION <br />BASIN DESIGNATION/ACRES <br />PROPOSED SLOPE <br />SPILL CURB <br />100 YEAR WATER SURFACE <br />ELEVATION <br />GRAPHIC SCALE <br />10 20 <br />( IN FEET <br />inch me 20 ft <br />Futura EnVneering Inc. <br />Engineering Consul ants and Surveyors <br />12741 E. Coley Ave.. Suite 126 <br />Englewood. Colorado 80111 - (303) 649-9292 <br />FAX (303) 649-9499 <br />00 <br />CITY COUNCIL SUBMITTAL <br />PLANNING COMMISSION SUBMITTAL <br />INITIAL PUD SUBMITTAL <br />Ille to <br />Z i <br />0 ( ! ) , 11,2 <br />PM C/9 612 <br />Z E :21 " <br />0 a w <br />0 . o <br />to i <br />ir <br />W Ne 5 4.4e$ <br />0 r9 : 4 4 <br />± --1 p <br />0 al <br />Cil <br />O 0 1 B 2 <br />_i_i -1 ....1 a <br />o g <br />REVISION/SUBMISSION <br />Designed <br />Drown <br />Checked <br />Reviewed <br />Dote <br />Project No. <br />2 <br />JPC <br />JPC <br />LED <br />DMP <br />9/9/99 <br />99-061.05 <br />Drawing No. <br />PUD -3 <br />• <br />