Laserfiche WebLink
DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />• NEW HOPE, MINNESOT <br />SAFCO PRODUCTS <br />REORDER BY PART NUMBER 6552 <br />SAFCO PRODUCTS <br />REORDER BY PART NUMBER 6552 <br />1- :\E5311\PUD\PUDgp01.dwg, 09/18/01 03:10:31 PM, Drexel, Barrell & Co. JTW <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />89.60 EX. FLOWLINE <br />MEET CURB AND CUTTER <br />BY OTHERS <br />5' TYPE R INLET <br />STA 5+47.00, 63.2410 <br />NML FL=5254.05 <br />24" INV OUT=5278.91 <br />18" INV IN=5279.11 <br />MEET CURB AND GUTTER <br />BY OTHERS <br />5" WIDE <br />CURB PAN <br />lea <br />86.50 <br />x EX. FL <br />18 <br />/ <br />4:0 \M16 <br />CP <br />-414 <br />6.40 <br />EX <br />5282 <br />OVERFLOW <br />'O.. cFS : (100 - <br />IL 1 <br />5' STD MANHOLE <br />(. 1 STA 3+76.53. 52.97'(L) <br />RIM -5284.38 <br />18" INV OUT=5280.13 <br />15" INV IN(BW)=5280.33 <br />170.78 LF 18" RCP' - <br />AT 8:66% <br />5285 <br />1 <br />1 <br />40 20 0 <br />40 <br />80 <br />SCALE: 1" =40' <br />52.11 LF 15" RCP <br />AT 0.259: <br />68.59 LF 15" RCP <br />AT 1.00% <br />5' TYPE R INLET <br />STA 3+07.94, 53.33'(L) <br />NML FL=5283.20 <br />15" INV OUT=5281.02 <br />NOTE: STORM SEWER STATIONING IS <br />ALONG TIC WEST . PROPERTYUNE.P <br />0+00-NORTHWEST PROPERTY CORNER <br />90.90 <br />END C&G <br />N <br />1 \t <br />1 <br />1 <br />1 <br />1 <br />IRRIG. CROTSING <br />(BY OTHER3) <br />(.1 <br />1 <br />TO LIFT -1 <br />STATION <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />3 <br />P--az32y <br />C<z <br />0 K3 K3 <br />l/1 <br />Q 03 00)) * <br />(0 v 2 <br />92.65 <br />EX. FL <br />92.36 <br />�E < EX. FL <br />S c.� 92.21 <br />EX. FL <br />REMOVE 46.37 LF <br />OF EXISTING <br />CURB AND GUTTER <br />85.20 <br />TW <br />- 'b <br />yti <br />�8s 60 <br />Ii <br />l l u 1,,g l <br />4.00` Ix / K 86.50 <br />x t 85.00 <br />4.40 <br />87.40 x <br />87. <br />87.15/ <br />TW -85.40 <br />BW -81.40 <br />216.93-11 4" <br />0 ' <br />TYPE 13 INLET ` ' <br />■ STA 3+44.13. 93.79'(0 ' <br />GRATE EL=82.60 <br />15" INV OUT=5280.46 <br />N85.40 <br />86.4 TW <br />84, 78 x <br />3N11b31VM <br />u) <br />60' <br />2 x <br />< 1; <br />N N <br />V Co <br />N (n <br />W o <br />m <br />z <br />r <br />m <br />(A) <br />STORM SEW MH <br />RIM 5283.f'4 <br />INV E 5272.54 <br />INV S 527''.09 <br />15.25 LF 18" RCP <br />WITH TYPE C 0 <br />STRUCTURE. SEES ET 3 <br />PREPARED BY: <br />G) <br />FOR NORTH WALLS <br />REJAINING WALL <br />SIGN TO BE <br />/SIMILAR TO THAT OF <br />/ LOTS 15-18 OF <br />\ BLOCK 1 OR AS <br />1SUBSEOUENTLY <br />APPROVED BY THE <br />PLANNING <br />DEPARTMENT, TY Of <br />LOUISVILLE IN <br />WRITING AS A <br />SUBSTITUTION AFTER <br />(( - ISSUANCE OF <br />BUILDING PERWII. <br />TW\ SOUTH WALLS MAY <br />USE PRECAST <br />BLOCK_OSPLIt <br />FACE R// <br />CULTURED STOf4E___ <br />[MAXIMUM 30' HEIGH1 <br />\ / 82.40 <br />12.30 x x <br />TW ,t) <br />�*k 81.5 <br />`\11 : � TW♦ <br />'28 0 . <br />�--.s-•-� <br />84.93 85.29 <br />r 0 <br />\ <br />85.40 N <br />\ <br />N <br />0' <br />91.72 <br />EX. FL <br />91.57 <br />EX. FL <br />90.76 <br />LX. FL <br />3N11 d31VM „ZI 'X3 <br />0 <br />I° <br />C) <br />x 85.10 <br />82.6 ) <br />///i <br />/ / / / <br />84.35 <br />85.30 x80 <br />85,25 85.65 <br />85.95, <br />85.85 x <br />20' WIDE <br />EMERGENCY S'P'ILLWAY <br />SEE SHEET 3 <br />• <br />Drexel, Barrell Sc Co. <br />4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, <br />6365 CORPORATE DRIVE COLORADO SPRINGS, <br />910 54TH AVENUE, SUITE 210 GREELEY, <br />CONTACT: MARK HAGEMAN <br />3 <br />5' TYPE R INLET <br />RIM 5281.25 <br />INV 5275.50 <br />EX STORM MH <br />INV OUT=66.981 <br />p . Ae0 <br />EXE SIDEWALK . <br />/ EX. 54" RCP <br />V. <br />\- EX. 12" WATERLINE < <br />S <br />EX. FL <br />DETENT/ON POND SI/WARY <br />19,243 <br />19,243 <br />1.8 <br />5279.90 <br />37,462 <br />39,372 <br />7.5 <br />5281.80 <br />10 YEAR REQUIRED <br />VOLUME (cf) <br />10 YEAR PROVIDED <br />VOLUME (cf) <br />10 YEAR RELEASE <br />RATE (cfs) <br />10 YEAR WATER <br />SURFACE ELEVATION <br />100 YEAR REQUIRED <br />VOLUME (cf) <br />100 YEAR PROVIDED <br />VOLUME (cf) <br />100 YEAR RELEASE <br />RATE (cfs) <br />100 YEAR WATER <br />SURFACE ELEVATION <br />Engineers <br />COLORADO 80301 <br />COLORADO 80919 <br />COLORADO 80634 <br />Surveyors <br />(303) 442-4338 <br />(719) 260-0887 <br />(970) 351-0645 <br />PREPARED FOR: <br />DC73 Li) <br />Z <br />m <br />7NV) <br />.. O0 N <br />0 <br />D to <br />z <br />0 <br />z <br />EX. STORM MH <br />/NV OUT=72.911 <br />BO(/7H 104th brri i <br />O'CONNOR DEVELOPMENT, LLC. <br />6685 GUNPARK DRIVE, SUITE 210 <br />BOULDER, CO 80301 <br />(303) 443-4575 <br />CONTACT: FRANK MARCEAU <br />PROJECT INFO: <br />DCS 0 <br />r <br />r N m <br />0� -1 <br />N <br />_1cO <br />D <br />z <br />0 <br />z <br />0 <br />HL' <br />82.87 <br />EX. FL <br />DO <br />82.99 <br />EX. FL <br />83.07 <br />EX. FL <br />REMOVE 80.00 LF OF <br />EXISTING CURB AND GUTTER <br />AND INSTALL STD. CROSSPAN <br />EXISTING SIDEWALK TO BE <br />MAINTAINED, OMIT NEW CURB <br />AND GUTTER AT EX. <br />SIDEWALK. <br />NOTES: <br />1 <br />31 <br />1. DEVELOPMENTS IN THE COLORADO TECHNOLOGICAL CENTER (CTC) ARE ON A SOLE <br />SOURCE SUPPLY UNE FOR WATER. THOSE LOCATING IN THE PARK ARE SUBJECT TO <br />INTERRUPTIONS OF SERVICE IN CASE OF EMERGENCY OR UNAVOIDABLE MAINTENANCE ACTNRIES <br />THAT AFFECT THE SOLE SOURCE FEED TO THE CTC. <br />2. DEVELOPMENTS IN THE CTC ARE ON A SOLE SOURCE SUPPLY UNE FOR WATER WHICH <br />MAY, IN THE NEAR FUTURE, BE INADEQUATE TO MEET DEMAND DURING TIMES OF PEAK USAGE <br />WITHIN THE CTC. <br />3. THE PROPOSED DEVELOPMENT SHALL FOLLOW THE DESIGN GUIDEUNES AS OUTUNED IN <br />THE CITY OF LOUISVILLE INDUSTRIAL DEVELOPMENT DESIGN STANDARDS & GUIDELINES (IDDSG). <br />4. ADD 5200 FEET TO ALL SPOT ELEVATIONS. <br />O'CONNOR R&D BLDG. 0 C.T.C. <br />LOCATED IN LOTS 3 & 4, BLOCK 3 OF THE PARK AT CTC, <br />NE 1/4 SEC 16, T1 S, R69W OF THE 6TH P.M. CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />DESIGNED BY: REVISION DESCRIPTIONS <br />RLS PER CITY COMMETNTS <br />CITY PUD REVISIONS <br />DRAWN BY: <br />CHECKED BY: <br />MDC <br />DATE <br />3 <br />5-23-01 <br />9-10-01 <br />STORM SEW MH <br />RIM 5286.91 <br />INV 5280.04 <br />EX. 54" RCP <br />DRAWING INFO. <br />gT <br />LEGEND <br />MAJOR DRAINAGE BASIN BOUNDARY. <br />DRAINAGE BASIN DESIGN POINT _,--„--„--,.--,.-- <br />2 YEAR DEVELOPED FLOW (cfs) <br />100 YEAR DEVELOPED FLOW (cfs) <br />BASIN I.D. <br />BASIN AREA (Acres) <br />DIRECTION OF FLOW. <br />EMERGENCY DETENTION POND OVERFLOW <br />EX. /NTERMED/ATE CONTOUR <br />EX. /NDEX CONTOUR. <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR <br />PROPOSED SPOT ELEVATION <br />(ALL C&G ELEVATIONS ARE TO FLOWLINE) <br />LOW POINT <br />J <br />a <br />a <br />C00YRI <br />84 <br />\85.13 / x 85.13 <br />LP <br />TOP OF WALL TW <br />FLOWLINE <br />SPILL CURB <br />(ALL OTHER CURBS ARE CATCH CURB) <br />ACCESS NOTE: <br />FL <br />(PARTICULARLY FOR S. 104TH ST.): ACCESS TO AND FROM THE <br />SITE MAY BE MODIFIED IN THE FUTURE BY THE CITY OF LOUISVILLE, <br />IF AT ANY TIME IT IS DETERMINED BY THE CITY THAT SUCH <br />MODIFICATION IS APPRORIATE TO ENHANCE TRAFFIC FLOW ON ONE <br />OR MORE SURROUNDING STREET(S), OR TO MITIGATE AN UNSAFE <br />SITUATION. UPON NOTIFICATION FROM THE CITY OF LOUISVILLE <br />THE PROPERTY OWNER AGREES TO MAKE SUCH MODIFICATIONS ON <br />STREET(S) AND ADJOINING THE STREET(S), AS MAY BE <br />REASONABLY REQUIRED BY THE CITY, AND AGREE TO PAY FOR <br />THE COSTS THEREOF. EACH PRESENT AND FUTURE PROPERTY <br />OWNER SHALL ACKNOWLEDGE IN WRITING THE FOREGOING <br />AUTHORITY OF THE CITY OF LOUISVILLE. <br />CITY OF LOUISVILLE <br />APPROVAL <br />This document was reviewed for conformance <br />with City of Louisville Design and Construction <br />Standards. City approval does not relieve owner, <br />design engineer or contractor of responsibility to <br />correct errors or omissions relating to this <br />document. <br />BY: <br />DATE: <br />Document Approval Expires: <br />GRADING & DRAINAGE PLAN <br />DATE: <br />02 MAR 2001 <br />SCALE: <br />H: 1" =40' <br />V: AS SHOWN <br />JOB NO: SHEET <br />E-5311 C2 <br />DRAWING NO.: SHEETS <br />5D 653 2 <br />