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m <br />m <br />s <br />!V <br />a <br />m <br />N <br />d <br />0 <br />0 <br />0 <br />m <br />m <br />No. <br />Revision <br />Date <br />Ia <br />GRAPHIC SCALE <br />200 0 100 200 400 <br />I I I I I <br />1 inch = 200 ft. / 1 <br />�1 <br />a1M�1•E EI M W M Y I <br />122.6 O.tO <br />/ <br />Un p tatted 1rw31a2� i <br />/ <br />isAWa - 5 <br />\ U1L EYi. <br />8 \4 <br />I <br />10 24' �YERT <br />' 12 - -/- <br />\ <br />r \ 35 <br />1 1 21 20 i ~ 18 - it <br />B 19 ��� \ \�, E 34� <br />/ 30/ <br />1 I I 7.89 0.19 '^ •� ' Ir a1Ymr / /\ 0. 0.15 <br />E" "M <br />//- <br />D 33 <br />I , \ <br />r2Ptl VM 8.40 0.16 \ \6.07 0.21 / xac \ <br />22 �, lI II 28 29 1 �:,�- 32 ,i .41 <br />o I II 23 1 1 - - -- - - <br />l V I - -- - �' -- <br />/ <br />/ <br />/ <br />/ <br />I <br />3.2 016 / <br />45 1 46 1 ; I <br />\c\ G 42 \ -__ -_ �' I Unplatted <br />3.ez o.1s \ ♦ - <br />i 47 <br />7 i I <br />1 i <br />1 \� 1 q. Aw 1 � <br />41 w.o / I >Q rroy tiaa <br />t L__ <br />I 11 II <br />i 4A 1� I <br />II I <br />� <br />40 I <br />/ I � 1I <br />� 49 I <br />/ 39 <br />1 .- - 7 1 I <br />1 - -- Q <br />1 I L - - -- _ -- O <br />1--- JL - - -J t -- - - -- 3 <br />2 i w / / M wm eM-a- q <br />M ft r tax, <br />\\ <br />o 24 ` 27 <br />1 I <br />E..1., <br />50 / PROPOSED a I <br />I�pta•� 25 I 2- DETENTION POND <br />_ <br />1 <br />1 \ _ � �,'�+' b w.a l+awl INLET WITH <br />r mao Laa __ _ _ _ _ _ s rrw.a. 9 15 5/8" ORIFICE <br />- <br />r�r <br />- - - - - - -- ----- J - - - -- -f �W4=L / PLATE <br />COUNTY ROAD 5 18' RCP <br />PARSONS & ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />432 Link Lane Plaza <br />Ft. Collins, Colorado 80524 <br />(970) 221 -2400 <br />eo Project: 9719 ALL <br />Scale: 1 " = 200' <br />Designer: WJC Checker: DMP <br />Drafter: WJC Date: SEPT. 21, 1998 <br />P <br />a E'^ <br />I- <br />I' jA <br />I�11 <br />NOTES: <br />OWNER / DEVELOPER: 46goao V StI to 110- <br />DOUG KONKEL 666L Lz Nvr <br />1405 S. COLLEGE AVE. <br />FORT COLLINS, CO 80524 C13A1303b <br />970 - 493 -8484 <br />CONTACT: DOUG KONKEL <br />PLANNER: <br />JIM SELL DESIGN <br />153 WEST MOUNTAIN AVE, <br />FORT COLLINS, CO. 80524 <br />970 - 484 -1921 <br />CONTACT: BRAD SAUCERMAN <br />ENGINEER: <br />PARSONS AND ASSOCIATES INC. <br />432 LINK LANE PLAZA <br />FORT COLLINS, CO. 80524 <br />970 - 221 -2400 <br />CONTACT: ROBERT VAN UFFELEN <br />LEGEND <br />� <br />BASIN DESIGNATION <br />DESIGN POINT BASIN NUMBER <br />AREA <br />(AC) <br />0 p <br />(CN� <br />A <br />22.69 <br />12.86 <br />2 <br />B <br />789 <br />9.13 <br />3 <br />C <br />5.40 <br />6.03 <br />4 <br />D <br />6.07 <br />7.41 <br />5 <br />E <br />10.38 <br />8.93 <br />6 <br />F <br />7.72 <br />8.93 <br />6 <br />B -F <br />38.46 <br />35.03 <br />7 <br />G <br />1382 <br />11.91 <br />8 <br />H <br />13.20 <br />11.98 <br />8 <br />G -H <br />27.02 <br />22.74 <br />9 <br />1 <br />31.05 <br />21.38 <br />Revision <br />Date <br />Ia <br />GRAPHIC SCALE <br />200 0 100 200 400 <br />I I I I I <br />1 inch = 200 ft. / 1 <br />�1 <br />a1M�1•E EI M W M Y I <br />122.6 O.tO <br />/ <br />Un p tatted 1rw31a2� i <br />/ <br />isAWa - 5 <br />\ U1L EYi. <br />8 \4 <br />I <br />10 24' �YERT <br />' 12 - -/- <br />\ <br />r \ 35 <br />1 1 21 20 i ~ 18 - it <br />B 19 ��� \ \�, E 34� <br />/ 30/ <br />1 I I 7.89 0.19 '^ •� ' Ir a1Ymr / /\ 0. 0.15 <br />E" "M <br />//- <br />D 33 <br />I , \ <br />r2Ptl VM 8.40 0.16 \ \6.07 0.21 / xac \ <br />22 �, lI II 28 29 1 �:,�- 32 ,i .41 <br />o I II 23 1 1 - - -- - - <br />l V I - -- - �' -- <br />/ <br />/ <br />/ <br />/ <br />I <br />3.2 016 / <br />45 1 46 1 ; I <br />\c\ G 42 \ -__ -_ �' I Unplatted <br />3.ez o.1s \ ♦ - <br />i 47 <br />7 i I <br />1 i <br />1 \� 1 q. Aw 1 � <br />41 w.o / I >Q rroy tiaa <br />t L__ <br />I 11 II <br />i 4A 1� I <br />II I <br />� <br />40 I <br />/ I � 1I <br />� 49 I <br />/ 39 <br />1 .- - 7 1 I <br />1 - -- Q <br />1 I L - - -- _ -- O <br />1--- JL - - -J t -- - - -- 3 <br />2 i w / / M wm eM-a- q <br />M ft r tax, <br />\\ <br />o 24 ` 27 <br />1 I <br />E..1., <br />50 / PROPOSED a I <br />I�pta•� 25 I 2- DETENTION POND <br />_ <br />1 <br />1 \ _ � �,'�+' b w.a l+awl INLET WITH <br />r mao Laa __ _ _ _ _ _ s rrw.a. 9 15 5/8" ORIFICE <br />- <br />r�r <br />- - - - - - -- ----- J - - - -- -f �W4=L / PLATE <br />COUNTY ROAD 5 18' RCP <br />PARSONS & ASSOCIATES, INC. <br />CONSULTING ENGINEERS <br />432 Link Lane Plaza <br />Ft. Collins, Colorado 80524 <br />(970) 221 -2400 <br />eo Project: 9719 ALL <br />Scale: 1 " = 200' <br />Designer: WJC Checker: DMP <br />Drafter: WJC Date: SEPT. 21, 1998 <br />P <br />a E'^ <br />I- <br />I' jA <br />I�11 <br />NOTES: <br />OWNER / DEVELOPER: 46goao V StI to 110- <br />DOUG KONKEL 666L Lz Nvr <br />1405 S. COLLEGE AVE. <br />FORT COLLINS, CO 80524 C13A1303b <br />970 - 493 -8484 <br />CONTACT: DOUG KONKEL <br />PLANNER: <br />JIM SELL DESIGN <br />153 WEST MOUNTAIN AVE, <br />FORT COLLINS, CO. 80524 <br />970 - 484 -1921 <br />CONTACT: BRAD SAUCERMAN <br />ENGINEER: <br />PARSONS AND ASSOCIATES INC. <br />432 LINK LANE PLAZA <br />FORT COLLINS, CO. 80524 <br />970 - 221 -2400 <br />CONTACT: ROBERT VAN UFFELEN <br />LEGEND <br />� <br />5' CONTOUR <br />EXISTING <br />_ r v v = _ _ <br />DRAINAGE BASIN BOUNDARY <br />DEVELOPED BASIN INFORMATION <br />A <br />A = BASIN DESIGNATION <br />8 = AREA IN ACRES <br />B <br />C <br />C = COMPOSITE RUNOFF <br />COEFFICIENTS (100 YR. EVENT) <br />DA <br />D = DESIGN POINT DESIGNATION (DEVELOPED) <br />HISTORIC BASIN INFORMATION <br />\ <br />A <br />A = BASIN DESIGNATION <br />B = AREA IN ACRES <br />C <br />C = COMPOSITE RUNOFF <br />COEFFICIENTS (2YR. EVENT) <br />l L D = DESIGN POINT DESIGNATION (HISTORIC) <br />1. REFER TO PRELIMINARY SITE /PLAT <br />PREPARED BY JIM SELL DESIGN <br />FOR GRAPHIC ALIGNMENT, RIGHT -OF- <br />WAY WIDTH, CURVE RADII <br />TANGENT LENGTHS AND CROSS SECTION. <br />2. THERE ARE NO PROPOSED BRIDGES OR <br />TRAFFIC CONTROL DEVICES. <br />3. DUE TO SITE TOPOGRAPHY THE <br />ROAD GRADES ARE EXPECTED TO BE 0.50 %. <br />Permit #: � I qqq • oo a Confidental?: t_ <br />Class: ( cEaE Qpl or- Type -Seq.: <br />From:-1�21,r• KntiXEt_ To: '-I)rno, <br />Doc. Name:k-3qp, ,m AQV y)aA A £. 4- 'ROAa2 M <br />Doc. Date (if no date stamp):oi • A 7. 94• A 7. 92 <br />Specialist: <br />ALLISON Et'TATES <br />PRELIMINARY DRAINAGE & ROAD PLAN <br />Sheet <br />1 1 <br />Sheets <br />