Laserfiche WebLink
COLORADO TECHNOLOGICAL CENTER <br />FILING NO.3 <br />FINAL PLANNED UNIT DEVELOPMENT - <br />AMENDMENT NO.1 <br />LOCATED IN THE SOUTHEAST QUARTER OF <br />SECTION 16, T1S, R69W OF THE 6TH P.M., <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, <br />STATE OF COLORADO <br />/ <br />15' SANITARY <br />SEWER ESMT <br />5' UTILITY <br />EASEMENT <br />1-8'X6 TEE <br />1-6" WV 1 <br />1-8" W.V. <br />1-F.H. <br />2-THRUST BL <br />NOD 0'00"E <br />10.18 L.F. 8" W/LI <br />EX. 54" RCP <br />LOT 1 <br />I I <br />1(� LiTILI T <br />E03A.FEMEN( <br />wI� <br />I N <br />3 <br />0 <br />0 0 <br />a9 <br />EXISTING 12" W/L. <br />`1-12X8" TEE; <br />1-8" W.V. <br />0 1-THRUSTc .L CK <br />MI Pr <br />I <br />0 <br />FL <br />0 <br />FL= . <br />FL=0.0 <br />UD <br />60' FL <br />SB-7 0 <br />5' TYPE 'fib' <br />flLL b208.6 <br />INp�LL <br />INV=529,. p <br />FL=99.70 <br />FL=0.00 <br />FL=0.30, FL=99 <br />TYPE 'R' I <br />5298.50 <br />=5298. <br />IN= <br />0U - <br />' BEND <br />FL,2161 Ba OCK <br />FL 99..5 <br />FL=99.60 <br />1-8" •' TEE <br />of-6"�y V <br />1-8" W. V. <br />1-F a <br />2-TH USLBL.gfig5 <br />I/FL=0.55 I` j <br />�IIII�IIIIIIIIII.06 15. <br />I . 0'E 0�3.1' <br />10.04 L.F. 6" =5298.0 _- <br />FFIET <br />5299 .22 <br />FL=99.10 <br />-04 <br />LL=0.25 <br />10 <br />FL=•9.86 <br />FL 99.6 <br />INV=5297. <br />EXISTING 10" PRESSURE SEWERS <br />'. 14'1ffTIL7T'Y,' <br />q_ LANDSCAPE / <br />/'EXIST/ G&8S/5BWALK / <br />fAS-EME'-NT- / <br />/ / <br />INV'529 . 2 <br />53.21 LF. 8" HDPEP <br />®2.78% <br />6y"=99.00L <br />9 00. r a <br />U. <br />IIIIIIIII III <br />13.52 L.F. <br />8" HDPEP <br />0 3.70% <br />SA-3E <br />INV=5298.00 <br />1 `1 4lU11 I <br />ngnial r jj 1 <br />/I1:l_Ilr <br />�!:IIii1iI <br />SLAB= <br />0.25 <br />FL=0.00 <br />ToW 53.3.40 <br />QQ2461205$ETAINING WALL <br />FL=1.75 FL=1.50` -p2 <br />11/11111 <br />SA-3C <br />INV=5298.00 <br />13 8 L.F. N <br />IN ,. W/ CO <br />G <br />SPILL <br />ToW=5304.50 <br />BoW=5297.0 <br />S -3A <br />45' BEND <br />d V=5293.15 <br />FL 99.'5 <br />5300 TOC=99.75 <br />ImommiamoIIIlull <br />EEI <br />TYPE fedaik <br />"C110.62% <br />< wr l <br />FL=522�9�6� 44Qp� <br />\ FL IN 3�<38/ 12' <br />�I OUT 52 8 0 - <br />L <br />2 i <br />/ �� EXISTING 8" S/L <br />cb <br />/ F`•F� - -- <br />- + <br />30. 0"" <br />FL -FL <br />F __g7.1c55.'1 L. . 1 <br />FL=97.30 <br />87.66 LF. 8" HDPEP <br />5' B D <br />INV=5292.04 <br />CONNRUC <br />30.94 L.F. <br />FL=94 9O END <br />,_2E FL=98.4T r�INV= <br />FL <br />mmitt <br />Emir <br />452.56 <br />ERF. UD 0 0.50% <br />ToW=5304.50 <br />5. L.r. 8 F S <br />SWALE 01.15% 111111111111111 <br />10' TYP R INLET <br />\ EXISTING y <br />INV IN=5292. 0 <br />1r1V_SSE=5292,00 - <br />CHERRY ST <br />EX. SMH / <br />F =97.40 CAT H <br />FL=98.00 <br />FL=98.10 <br />ENAH R-4990 <br />CRETE CHANNE <br />0 <br />16.5 01� <br />BO y-PL <br />- r - - - w MOM - - - 1 _ <br />EXISTING STORM INLETS (2) <br />FL=99.42 <br />FL=99.77 <br />X8" TEE <br />1-THRUS <br />FL-98.75 <br />EXR" 297.32 <br />EX. 2Z50' <br />DRAINAGE ESMT. <br />INV=5296.75 <br />F. 8' HDPEP <br />® 12_04% <br />1111=IIIIII!IIIIIi11 <br />INS-5298.00 AP <br />34.68 L.F. <br />8" HDPEP <br />thi 5L <br />RETAIN <br />ToW = <br />42.62 L. <br />EXTEND <br />R BLOCK <br />G WALL <br />5300.00 <br />6" S/S 0 8.68% <br />INV.=5288.95 <br />/ 1 1/2 <br />le �_ ER <br />ATER <br />DING <br />151.85 L.F. NEENA 90- <br />INLET W/ CONCRET CH NEL <br />GRATE=5296.80 <br />EX. GREASE INTERCEPTOR. <br />0 4.65% <br />ToW=5304.50 <br />= •7..0 <br />1.85 Lq. NEEP H R-4490-DX, I <br />EA . TEI LETW NV 52'1.55 <br />/ ADDITION <br />oW=5303.00 <br />ToW=5300.50 <br />II / NN. <br />�? ///-1-t-I--i <br />9 .64 oW-529•.00 F <br />11 �oW4529'.00 <br />������ <br />EXIS <br />1" IRRIGA <br />F. 6' PERF. UD 0 0.50% <br />EX. 10' TYPE <br />SMHR'INLET <br />FL=5290 80 <br />I1977N==-528/.20748" <br />ISN=8289 . 1 <br />WV oar= 8Z 00 <br />ESE EX. SMH <br />EX. RIM=5292.4 <br />% E . INV. IN=528• <br />/E NV. OUT=52.1 <br />/ EX 6" SL"WER <br />INSTALL 3/4" <br />IRRIGATION METER <br />6 :; ERF. UD=5295.84 <br />00,90� <br />5300 <br />AREA OF WORK PER <br />-97.90 <br />UD 52 <br />FL=96.38 <br />'R' INLE <br />30.0' <br />FL -FL <br />FL=98 50 FL=98.40 <br />1-8"X6" TEE <br />99 1 8�SW.. V. <br />7 <br />FL=99.31 . \ 98 2-THRUST BLOCK <br />99 L 9, �1 <br />UNPLATTED (BENNET R#1489577) <br />FL=98.94 <br />FL=98.70 <br />FL = 96.35 <br />EXISTING 12" W/L <br />EXISTING 10" PRESSURE SEWER <br />EAR �I <br />EXISTING 8" S/L - -- -- <br />FL-95.59 <br />REF <br />14' UTILITY, <br />LANDSCAPE <br />& SIDEWALK <br />EASEMENT <br />RIM=5292.00V <br />INV IN=5286.20 \ <br />INV OUT=5286.00 N <br />RIM=5294.90 <br />INV IN=5287.k <br />INV OUT=5287. 8 <br />\ <br />& \ <br />. 5 <br />EASEMENT <br />EX. 54RCP <br />54" ST/L 0(JTFALLS <br />INTO THE REGIONAL <br />DETENTION P47ND <br />! \ <br />OVERALL SITE PLAN <br />SCALE :1" = 30'-0" <br />L�J <br />\ / <br />I / <br />/ / <br />9/C FILING 2 <br />/ LOT 11 <br />I \ <br />L <br />97 <br />GREASE INTERCEPT ORT <br />BE RELOCATED PER I/ <br />PLUMBING DRAWINGS✓/ <br />I <br />REMOVET <br />kQ \ b <br />CH DRAIN <br />BUILDINGIDEMO ITEMS PER <br />ARCHITECTURAL <br />EXISTIN$ STORM INLETS (2) <br />FECFr- <br />--- EXISTING FOOTING <br />DRAINAGE PIPING TI) <br />REMAIN. PROTECT FOR <br />NEW WORK <br />EXISTING STORM PIPE <br />BELOW TRENCH DRAIN rp <br />REMAIN <br />L- <br />1-9 8 <br />1 <br />RE(IOVE PAVEMENT AND <br />/ /PREPARE FOR NEW WORK <br />AREA OF z: <br />REMOVE PAVEMENT FOR <br />NEW WORK <br />RETAINING WALL TO <br />REMAIN <br />N, <br />as <br />59-11' <br />5300 <br />/ <br />/ <br />99 <br />PARTIAL DEMO SITE PLAN <br />SCALE : 1/8" =1'-0" <br />rn <br />N <br />o <br />COLORADO TECHNOLOGICAL CENTER <br />FILING NO.3 FINAL PLANNED UNIT DEVELOPMENT - <br />AMENDMENT NO.1 - LOCATED IN THE SOUTHEAST QUARTER <br />OF SECTION 16, T1S, R69W OF THE 6TH P.M. - CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />'`jef 7ore <br />'y NORTH AMERICA <br />OLLMANN ERNEST MARTIN <br />Architects Engineers Designers <br />200 South State Street 2701 Lawrence Street, Suite 119 <br />Belvidere, Illinois 61008 Denver, CO 80205 <br />815-544-7790 Phone 815-978-7708 <br />41) <br />SITE DEMOLITION PLAN <br />Date: 10-17-2019 Revision: 02-14-2020 <br />C100 <br />