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Colorado Technological Center Filing 1 Lot 2 Block 2 624 Arthur Ave PUD SRU Mylar
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Colorado Technological Center Filing 1 Lot 2 Block 2 624 Arthur Ave PUD SRU Mylar
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Entry Properties
Last modified
1/19/2021 5:55:56 PM
Creation date
4/5/2017 8:49:46 AM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2000
Ord/Res - Number
57
Recordation Number
2124901
Subdivision Name
Colorado Technological Center Filing 1
Signed Date
3/6/2001
Property Address Number
624
Property Address Street Name
Arthur
Parcel Identification Number
157516003008
Cross-Reference
PC Res 2000-37
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
4/5/2017
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CTC LOT 2 BLOCK 2 <br />co <br />LIQ <br />0 <br />to <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />z <br />U <br />Z <br />5a <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />0 <br />eC) <br />r'7 <br />to <br />a- <br />0 <br />u) <br />to <br />St <br />a. <br />St <br />W <br />to <br />St <br />O_ <br />C_) <br />Cfi <br />r7 <br />Sr <br />W <br />0 <br />C-) <br />x <br />rn <br />ro <br />L1. <br />U) <br />d- <br />D_ <br />m <br />rn <br />O <br />C9 <br />0 <br />E <br />0 <br />Ir) <br />I <br />90 a..P a.n. aa. am. ate. 4.14. UMW <=fiP - VW. as <br />RIM=34.47 <br />--- -NV-3'.87 <br />- E =33.68 <br />EXISTING <br />BUILDING <br />SWa.<, <br />-FO- <br />Lot 15 <br />ADJUST EXISTING <br />STORM DRAIN <br />MANHOLE LID <br />-- ^Te rm, n -n ,err, rrn rrrr, m,\ <br />amonsoato � 12" ST <br />! <br />PIND 0 <br />UNDEVELOPED LOT <br />T CO TR <br />STRUCTURE <br />QRELEASE=O.71 cfs <br />PLACE NEW 4'0 MH <br />ON EXISTING 12"0 RCP <br />STORM SEWER <br />RIM=35.7 % <br />EX. INV.=31.61(FIELD <br />VERIFY) <br />INV. IN=31.71 ' <br />TOP OF EXISTING <br />BERM ALONG R <br />FF=33.46 <br />H $-- Pti1 a anti a++T«ern I T <br />CURBWALL FL <br />CURVE DATA: <br />R = 6.0' <br />= 90.0' <br />CURBWALL PC <br />PL <br />EL = 33.5 <br />TC EL = 35.0 <br />III <br />TOP OF BERM <br />AROUND POND <br />I <br />3.58 LF <br />12"93 RCP <br />CO 0.75% <br />rTtir erti+tire ern, <br />;5335 <br />10' DRAINAGE-- <br />/ EASEMENT. <br />EXISTING <br />SWALE EL <br />r <br />EXISTING <br />BUILDING <br />TOP OF BERM <br />AROUND POND <br />Lot 16 <br />1 <br />MIN. EL. = 35.9 --•..,.ss <br />r oar. <br />i <br />rm tirr, ern arm PITY, <br />mr a TM rrrr ame <br />- 33 --- <br />rmern" nti <br />rTarrasrm,inyrm <br />END CURB <br />W\1 :1 TAPER <br />nirannrrr•'me- _34_ <br />0 r. <br />.3335 <br />MIN. EL. = 35.9 <br />LIMITS OF CONSTRUCTION <br />(AT R UNLESS OTHERWISE <br />INDICATED) CONTRACTOR <br />SHALL OBTAIN PERMISSION <br />FROM OWNERS OF LOTS 3, <br />15, 16 PRIOR TO GRADING. <br />/ <br />1,bEH <br />roalliMeno <br />- 35 ----- <br />N <br />CURBWALL END <br />\E. EL = 33.34 <br />N EL = 33.84 <br />RAISE TOP OF <br />FOUNDATION OR <br />WATERPROOF <br />TO ELEV. 37.2 <br />3.3% <br />END CURB <br />/ ® BUILDING <br />�! EL EL = 35.53 <br />38.4 <br />b <br />-5335 <br />EXTENT OF 100 -YR; <br />POND: ELEV=34.46; <br />Li <br />DRAINAGE CURB <br />WALL W/ GUTTER ,0 <br />@ 1.0% <br />to <br />I <br />4) <br />r) <br />to <br />CURBWALL END r <br />ELEL=34.79 \ <br />TC Ei = 35.0 I \V� <br />t I <br />1VI <br />I1^ <br />Ij <br />I' <br />FF=36.20 <br />11 <br />30 <br />RAISE TOP OF <br />FOUNDATION OR <br />WATERPROOF <br />TO ELEV. 37.4 <br />RAISE TOP OF�.- <br />FOUNDATION OR' I <br />WATERPROOF I <br />TO ELEV. 37.2 <br />FO- <br />I <br />36.E / <br />\?4.i ,yCo <br />tos� \ 2.0% <br />ItMAX. <br />- <br />�\ s STANDARD CITY <br />_ �s OF LOUISVILLE <br />/ HANDICAP RAMP <br />• 362 <br />i� <br />r7 <br />INTERIOR 3/4" I ` 36' <br />/ WATER METER <br />/ W/ REMOTE I 3s�, <br />READOUT 1 <br />Ell �a <br />{ PROPOSED <br />FIRE HYDRANT <br />CONCRETE PAVED <br />PARKING LOT <br />0 <br />() <br />to <br />34`s <br />342q <br />95 <br />37;6:.? <br />X ��2%MINSWALE, <br />• U 364 7 yp 36- <br />• (1‘4* <br />tX <br />>\ ¢ 38/ <br />tr) -J - ? <br />z <br />p . <br />MIN OD <br />0 <br />-I <br />Wae. a.rrn. re.... ar�J <br />dif <br />-G <br />ONOSOSOMO. .41.002,1000 <br />25.0'± <br />-••i► tommo.. _..r. <br />RIM=34.41 <br />INV=30.78 <br />E=33.68 <br />{7r.rinriP.Trnir-mirmTrrniiTir•' ivii-f IrrtT1771711117IMITI,9 <br />OMR.p�7 x4650 1f±E , INC <br />Consulting Engineers <br />SITE BENCHMARK: #5 RE8AR <br />1711 15th St, Suite 200 <br />Boulder; Colorado 80302 <br />voice: (303) 447-0090 <br />fax: (303) 447-9141 <br />F°f7 ai: ckassoc(uusw. est. net <br />DESIGNED BY: JCM <br />DRAWN BY: KLH <br />CHECKED BY: CRK <br />RIM=34.91 <br />INV.=25.81 <br />\37 <br />- a36 <br />CO <br />0 <br />- <0 <br />tot <br />tri <br />3S\4 0o y� <br />0.5 CURB CUT'S <br />EL EL=35.01 I I <br />ZO <br />/ C9 W <br />W W <br />W 0 <br />3/4" TAP <br />4" TAP <br />0 <br />FO- h y . <br />34.81± TIE <br />TO EX. FL <br />APPROXIMATE EXTENT <br />\ <br />411. NM WI <br />37. <br />SEE NOTE 2 FOR <br />CROSSING DATA <br />-OF ASPHALT PATCH - <br />SEE DETAIL A3 <br />TIE TO EXISTING MH <br />- -EXIST INV (8") = 25.8 <br />PROPOSED INV (4") = 27.81 <br />4111111111111M1111. 0.1•1111111111/111. <br />�►-- -- <br />...,� 8.• -Ss <br />4.93± TIE <br />0 EX. IL <br />3S\e -�3rp <br />38 <br />WM ME OM MI, NIB <br />\ OW Mill MN <br />t\ <br />38 <br />I <br />I <br />I <br />I <br />BEGIN CURB <br />W/1:1 TAPER <br />(BOTH SIDES) <br />1•1=101100. 0.1.01.10. oommino. mower <br />6" TAP <br />-C- - <br />ARTHUR AVENUE <br />E STANDARD CITY OF % <br />LOUISVILLE DRIVE CUT <br />DEVELOPED SITE RUNOFF SUMMARY <br />BASIN <br />A <br />B <br />SCALE: 1" = 20' <br />DATE: 12/15/00 <br />DRAWING NAME: 435MUP <br />Q2 <br />1.63 cfs <br />0.01 cfs <br />No. DATE - REVISIONS <br />2 <br />3 <br />6.27 cfs <br />0.19 cfs <br />BY No. DATE - REVISIONS <br />4 <br />5 <br />6 <br />87.7' <br />MAINTAIN <br />/EXISTING <br />HIGH POINT <br />ALONG R <br />UNDEVELOPED LOT <br />Lot 1 <br />14' UTILITY <br />EASEMENT <br />41111111M MOND <br />TOP VALVE=32.96 <br />TOP VALVE=28.88 <br />DETENTION POND SUMMARY <br />WSE100 = 34.46 <br />QmAx(RELEASE) = 0.71 cfs <br />BY <br />LOT 2, BLOCK 2 CTC <br />Louisville, Colorado <br />IF YOU DIG COLORADO - CALL US RRS*11 <br />UTILITIES NOTIFICATION CENTER <br />1- 800- 922-1987 ar <br />303) 534-6700 aenv "eV <br />ALL 2 BUSINESS DAYS PRIOR TO <br />EXCAVATION FOR UTILITY LOCATIONS <br />LEGEND - <br />IMO <br />80 <br />r <br />PROPOSED CONTOURS <br />DRAINAGE BASIN BOUNDARY <br />BASIN LABEL <br />BASIN SIZE (Acres) <br />DIRECTION OF FLOW <br />PROPOSED SANITARY SERVICE <br />EXISTING SANITARY SEWER <br />PROPOSED FIRE SERVICE <br />PROPOSED WATER SERVICE <br />EXISTING WATER <br />PROPOSED STORM SEWER MAIN <br />- -0- EXISTING STORM SEWER <br />TYPE 'R' INLET <br />FIRE HYDRANT <br />O WATER VALVE <br />• MANHOLE <br />ol <br />NOTES <br />1. Spot elevations shown are flowline unless <br />otherwise noted. <br />2. Approximate crossing data: <br />Top of existing 12" water line = 27.8± <br />Invert of proposed 4" service = 28.41 <br />Contractor shall verify existing utility locations <br />prior to construction of the proposed sanitary <br />service and notify Engineer of any discrepancies. <br />otherwise noted. <br />City of Louisville <br />Approval <br />By: <br />Date: <br />Document Approval Expires: <br />This document was reviewed for conformance with City of Louisville <br />Design and Construction Standards. City approval does not relieve <br />owner, design engineer or contractor of responsibility to correct errors <br />or omissions relating to this document. <br />SCALE: 1" = 20' <br />20 10 5 0 10 20 <br />GRADING, DRAINAGE, <br />AND MASTER UTILITY PLAN <br />40 <br />SH E ET <br />1 OF 1 <br />JOB NUMBER: 00-435 <br />VIM <br />
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