Laserfiche WebLink
I r <br />i <br />i <br />n; <br />. I <br />Y <br />„ <br />Z o <br />n <br />General Notes: <br />1. All elevations and horizontal control shown on this drawing compiled from field survey <br />dated October 20, 1991. <br />2. All curb and gutter sections to comply with City of Colorado Springs standar <br />specifications unless otherwise noted. <br />3. Temporary erosion control to be provided along all grass -lined swale section (i.e. <br />roadside ditch section 1). Haybale checks to be provided every fifty feet along swales <br />per the detail shown on sheet 5. Areas disturbed by the construction shall be seeded an <br />mulched. <br />4. Grass -lined swide to be revegetwA using the seed mix presented on Sheet 5 of th <br />drawings. Seed to be sown prior to April 1. <br />5. Utility locations shown on this map located during the field survey. Underground utility <br />lines shall be field located and verified prior to construction. <br />O <br />(7i al <br />1 <br />u <br />a <br />v <br />- L - <br />i <br />d <br />as ; <br />d • <br />C i <br />i' <br />'I <br />Y• <br />PROVIDE STD CtH <br />HEADWALL 0 EXt <br />54" CMP , BY O ERS. <br />0 <br />0 <br />0 <br />�o <br />272.61 C <br />V. <br />V� <br />277.5 <br />7P 272.79 271.96 <br />270.86 / _ —27 .90.E 280.49 <br />-- 28 .53 �\ <br />\5 i 27 <br />P <br />268. 27112 Qaa o�9 IFL' 8" VERT. CURB <br />MANHOLE T 27335 _ 27 04 <br />BLACK C ly YON ROAD <br />�i 270.25 PUBLIC) <br />27 3 <br />i <br />HOR. <br />SCALE: <br />i <br />i <br />= 20' <br />VER. <br />SCALE: <br />1 " <br />= 10 ' <br />EX.24" CMP 7 <br />_ <br />S J <br />m V: <br />t,yJN <br />O <br />0 <br />J <br />m <br />ii <br />CL <br />z <br />z° <br />HOR. <br />SCALE: <br />1 " <br />= 20' <br />VER. <br />SCALE: <br />1 " <br />= 10 ' <br />RECEIVED <br />OCT 2 9 1991 <br />280 (LT) -3-t 1 <br />MinefCtl7y <br />d Land <br />Reclamation Division <br />^.80 <br />EX. 5A <br />Cm <br />J <br />280 (FIT) <br />5 +uu <br />SAWCUT EX. <br />ASPHALT — <br />W <br />0 <br />0 <br />r <br />0] <br />J <br />a- <br />V <br />.a <br />u) <br />X' <br />W <br />to <br />N <br />to W <br />tl <br />in z <br />v' — <br />P TOC <br />APPROXIMATE LOCATION OF IC <br />STA 6 +26�' <br />SHAPED RIPRAP OUTLET, <br />w� 2' THICK TYPE "M" <br />H <br />U) <br />�F r <br />\\ <br />CHANNEL \� m EOA <br />\ <br />28072 . 9. <br />290.27 <br />28.66 �— `�- \- <br />CATV RIS R UTILITY POLT <br />28( ..7 \ <br />285.64 <br />I'.L. 8" VERT CURB <br />e.e <br />s <br />E NEW BITUMINOUS <br />WEARING SURFACE <br />3 ASPHALT, 6' <br />BASE COURSE <br />s <br />J <br />1 <br />CONSTRUCTION <br />`I <br />1 <br />J <br />a�nn <br />i <br />it <br />N <br />It <br />0) <br />OD <br />0) <br />+ <br />(D <br />Q <br />F- <br />N <br />29 <br />2� <br />REMOVE 13 REPLACE EX. <br />QURRY ACCESS ROAD GATE <br />BEGIN TYPE 3 C & G <br />301.68 <br />3 3.01 T t <br />30374 <br />NEOA <br />30368 — — <br />290.87 <br />1W qAP FA <br />24 ' C. M.P. AT F.L. 304.38 <br />2'T HICK TYPE 'L' <br />RIPRAP <br />PROVIDE STD. CDOH <br />HEADWALL 0 <br />EX. 24' CMP <br />ml <br />)ITCH LT D:�7j <br />+ m <br />r F 4 N 32 <br />320.2 <br />318 <br />a 8 <br />319.30 _ - <br />- QUARRY <br />UTILIT POLE <br />PROVIDE RIPRAP' <br />AROUND POWER POLE <br />2 <br />0 <br />U <br />N <br />N 2 <br />r u <br />C r <br />O m o <br />z � Z <br />ut <br />W O Y m <br />MW U <br />C' u W �NED <br />T u ? tOE RI SgP ON Sat <br />ao w PRO �RPNto9'98 <br />� NW <br />2 <br />ACICESS <br />CIF AS L <br />r <br />) <br />:/% <br />Z <br />i <br />F/C TYPE <br />3 C8,G <br />ID <br />li <br />r <br />Z <br />m <br />' � 1 <br />/ 354.83 <br />/1 <br />G RAyF�SURFACE <br />tn <br />D <br />O <br />t <br />�D <br />62 1 D <br />— RT DITCH <br />( I ROADSIDE DITCH <br />\� SECTION # <br />PACE 1 OF 4 <br />RUNDOWN <br />denver!, •- colorsdo�ptilps_ _ -- <br />7 +00 8 +00' 9+00 10 +00 <br />Keuffel & Esser Company <br />PLATE 1, PLAN - PROFILE 487024 Made in U S A <br />350 ILT) <br />350 <br />350 (RT) <br />DATE l BV <br />DESIGN <br />4S SHOWN <br />10/91 <br />91.10.24 <br />DRAWN0 !NUMBER <br />l <br />OF 16 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />22962 <br />CUT BACK <br />28151 I <br />EX.24" CMP 7 <br />_ <br />`I <br />1 <br />J <br />a�nn <br />i <br />it <br />N <br />It <br />0) <br />OD <br />0) <br />+ <br />(D <br />Q <br />F- <br />N <br />29 <br />2� <br />REMOVE 13 REPLACE EX. <br />QURRY ACCESS ROAD GATE <br />BEGIN TYPE 3 C & G <br />301.68 <br />3 3.01 T t <br />30374 <br />NEOA <br />30368 — — <br />290.87 <br />1W qAP FA <br />24 ' C. M.P. AT F.L. 304.38 <br />2'T HICK TYPE 'L' <br />RIPRAP <br />PROVIDE STD. CDOH <br />HEADWALL 0 <br />EX. 24' CMP <br />ml <br />)ITCH LT D:�7j <br />+ m <br />r F 4 N 32 <br />320.2 <br />318 <br />a 8 <br />319.30 _ - <br />- QUARRY <br />UTILIT POLE <br />PROVIDE RIPRAP' <br />AROUND POWER POLE <br />2 <br />0 <br />U <br />N <br />N 2 <br />r u <br />C r <br />O m o <br />z � Z <br />ut <br />W O Y m <br />MW U <br />C' u W �NED <br />T u ? tOE RI SgP ON Sat <br />ao w PRO �RPNto9'98 <br />� NW <br />2 <br />ACICESS <br />CIF AS L <br />r <br />) <br />:/% <br />Z <br />i <br />F/C TYPE <br />3 C8,G <br />ID <br />li <br />r <br />Z <br />m <br />' � 1 <br />/ 354.83 <br />/1 <br />G RAyF�SURFACE <br />tn <br />D <br />O <br />t <br />�D <br />62 1 D <br />— RT DITCH <br />( I ROADSIDE DITCH <br />\� SECTION # <br />PACE 1 OF 4 <br />RUNDOWN <br />denver!, •- colorsdo�ptilps_ _ -- <br />7 +00 8 +00' 9+00 10 +00 <br />Keuffel & Esser Company <br />PLATE 1, PLAN - PROFILE 487024 Made in U S A <br />350 ILT) <br />350 <br />350 (RT) <br />DATE l BV <br />DESIGN <br />4S SHOWN <br />10/91 <br />91.10.24 <br />DRAWN0 !NUMBER <br />l <br />OF 16 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />22962 <br />