Laserfiche WebLink
XREF: ex470, p1470, sp470, ue452, up470 <br />G:\DWG\01\470 - Avista MOB II\470mup.DWG <br />E <br />0 <br />0 <br />0 <br />N <br />N <br />AVISTA ADVENTIST HOSPITAL -POB II/ASC <br />FINAL PUD <br />• <br />\y� <br />• <br />\ <br />\ . \ \ <br />\ \\ \ <br />`\\ <br />\ <br />••• <br />• <br />\ \ <br />• <br />• <br />• <br />\ <br />• <br />124 LF 30" -RCP <br />CAMPUS DRIVE <br />\ <br />•\ <br />• <br />• <br />STMH 40 <br />STMH 40 <br />21 LF <br />J" -RCP <br />\ <br />\ \ <br />\ <br />CDOT STD M-604-10,...' <br />REM VE & RECONSTRUCT <br />34 F 24x38 IEP'• <br />\ TYPE C INLET <br />\BERM <br />\ <br />\ <br />\\ <br />• <br />• <br />• <br />• <br />\\ <br />• <br />• <br />• <br />\• <br />\\ <br />Csc <br />\ <br />sXK- <br />\ <br />\ <br />• <br />\. <br />• <br />• <br />• <br />LEGEND <br />PROPOSED SANITARY SEWER <br />EXISTING SANITARY SEWER <br />° PROPOSED WATER <br />EXISTING WATER <br />PROPOSED STORM SEWER <br />EXISTING STORM SEWER <br />PROPOSED 5' TYPE 'R' INLET <br />EXISTING 5' TYPE 'R' INLET <br />PROPOSED 10' TYPE 'R' INLET <br />EXISTING 10' TYPE 'R' INLET <br />PROPOSED TYPE 'C' INLET <br />FLARED END SECTION <br />PROPOSED MANHOLE <br />EXISTING MANHOLE <br />PROPOSED FIRE HYDRANT <br />EXISTING FIRE HYDRANT <br />STANDARD FH <br />ASSEMBLY <br />THRUST BLOCK <br />! <br />\8" x 6" TEE <br />6" GATE VALVE <br />r, <br />/ <br />• <br />• <br />\ NCNKl,. <br />• <br />• <br />\ ` N\ <br />• <br />/ <br />/ <br />15.7' CURBCUT <br />STD FH <br />ASSEMBLY <br />/ <br />/ <br />21.42 LF <br />/ <br />/ <br />i <br />j. <br />• <br />8" WV <br />45° BEND <br />W/ T.B. <br />/ <br />✓,.. / <br />,/ <br />r/ii -1/ <br />�/` ;f' 1/ 1/ <br />/ <br />28.3 LF <br />• <br />CDOT STD M-604-13 <br />TYPE 13 INLET <br />STD FH STD FH <br />ASSEMBLY// ASSEMBLY <br />18.78 LF, <br />8"-W -s, <br />ATTACH TO <br />EX $"-W <br />8.95 LF <br />58.7 F <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />CDOT STD M-616-1 <br />IRRIGATION STRUCTURE <br />.CDOT STD M-604-17 <br />TYPE 13 INLET <br />11° BEND <br />W/ T.B. <br />1*7 <br />,/ / <br />A1101.7 <br />111111:541„.3_1sTLF / <br />co <br />25.10 LF <br />141722. <br />W/ T.B. 5IN'LlYETRE R <br />48.71 LF WV8" <br />/ <br />/ <br />ATTACH TO <br />EX 8"-W <br />24" FES W/ <br />TRASH RACK <br />PLACE CULVERT <br />IN NEW DITCH <br />IRRMH <br />• <br />• <br />• <br />• <br />• <br />CDOT STD M-616-1 <br />IRRIGATION STRUCTURE <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />1'12.47 LF 24" -RCP <br />W/ T.B. <br />30.42 LF <br />8" TEE <br />10' TYPE R <br />INLET <br />• <br />• <br />IRRIGATION <br />DIVERSION BOX <br />22* BEND <br />W/ T.B. <br />101.13 LF 8"-W <br />22° BEND <br />W/ T.B. <br />22° BEND <br />W/ T.B. <br />27" FES <br />BEND <br />POND F-10 <br />2 STAGE <br />CONCRETE <br />HEADWALL <br />POND E-3 <br />• <br />• <br />• <br />• <br />120.0 LF 18" -SI <br />SCALE: 1" = 50' <br />50 0 25 50 75 100 <br />2301 BLAKE ST., STE. #100 <br />DENVER, COLORADO 80205 <br />303.861.8555 F.303.861.3027 <br />0137 MAIN STREET . UNIT C106 <br />POST OFFICE BOX 2711 <br />EDWARDS, COLORADO 81632 <br />970.926.8960 F.970.926.8961 <br />111111111'111111111w it1111111111t1111111111111111111111111111111111t1 <br />CHARLES KEIM & ASSOCIATES INC <br />Consulting Engineers <br />1711 15TH ST., SUITE 200 <br />BOULDER, CO 80302 <br />303.447.0090 F 303.447.9141 <br />I I I <br />2620 East Prospect Road, Suite 100 (970) 493-8747 <br />Fort Collins, Colorado 80525 (303) 296-0383 <br />ISSUE/REVISION DATE <br />FINAL PUD SUBMITTAL <br />CI1Y COMMENTS <br />BOUNDARY REVISION <br />3/21/02 <br />5/06/02 <br />7/26/02 <br />NO. <br />AVISTA ADVENTIST <br />HOSPITAL <br />100 HEALTH PARK DR. <br />LOUISVILLE, CO <br />CENTURA HEALTH <br />FINAL PUD <br />MASTER UTILITY PLAN <br />DRAWN BY <br />CHK'D BY <br />SHEET FILE <br />COPYRIGHT <br />SHEET NUMBER: <br />11 <br />ACS <br />CRK <br />2000 BY DAVIS PARTNERSHIP P.C. <br />OF 12 <br />D.P.A. PROJECT # 0161100 <br />