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EXISTING WATER <br />SURFACE EL. 10,065 / 0� <br />I � f( P- <br />GRO.I <br />RIPF <br />m� <br />18�IPR/)P< <br />EXISTING ROAD TO BE <br />, 'REGRADED OVER <br />SPILLWAY EMBANKMENT <br />g <br />71- <br />`,s o, <br />SPILLWAY SITE TOPOGRAPHY AND <br />PROPOSED CONSTRUCTION PLAN <br />SCALE: I"= 50' <br />cv <br />ONSTRUCTION <br />DESIGN FLOOD EL. 10,085 8' 8' EL. <br />W.S. EL. 10,090 EL. <br />ORES EL. 10,095 EL. <br />NORMAL W.S. <br />EL. 10,087 1� °' l �I <br />—� <br />MAXIMUM DAM CROSS SECTION AT STA. 5 +11 <br />24" RIPRAP SCALE: I " =20' <br />BASIN 8SIDE SLOPES <br />GROUTED RIPRAP <br />5'WIDE X 2' DEEP <br />W/3'0 BOULDERS <br />AT 6' -0' <br />EL. 10,081 <br />18" RIPRAP` / <br />18" GROUTED RIPRAP ` <br />TO EL. 10,090 ON SIDES 2' GROUTED RIPRAP 12" RIPRAP <br />a <br />2' GROUTED RIPRAP 6" GRAVEL BOTT. 8 SIDES <br />COMPACTED FILL 3' 1$1 BOULDERS AT 6' -0" GROUTED RIPRAP CUTOFF <br />REINFORCED CONCRETE WALL (SEE ELEVATION) WALLS AT 40' - TYR <br />SPILLWAY CROSS SECTION AT STA. 0+97 <br />SCALE: I "= 10' <br />TYPICAL DAM SL <br />Q E EXCEPT <br />AT EXISTING SH T CONSTRUCTION _j <br />WATER LINE CREST EL. 10,095 <br />EL. 10,087 <br />/ F / EXISTING SHAFT TO BE � <br />EXISTING j COVERED /1' REINFORCED <br />WATER LINE _� _ CONCRETE CAP <br />EL. 10,065 1 /j �/� I , II \ EXISTING DAM CREST <br />i <br />SAND- GRAVEL UNDERDRAIN <br />18 RIPRAP BELOW EL. 10,035 ANDOVER <br />ii <br />� I I I � SFFp. .. SEEP AREA ABOVE EL. 10,035 <br />Z0NF . 2 I. <br />\COMPACTED <br />( \� CLAY TILL <br />l i EXISTING SHAFT <br />STILLING <br />r T� / I I EXISTING BASIN <br />G I� II ROCK TOE�� EL. 10,020 <br />L_L-- -�- - =- s----- -� ---� - - <br />------------- `- - T ` <br />J f NEW ROCK TOE <br />L <br />J SAND - GRAVEL UNDERDRAIN <br />EXISTING OUTLET WORKS OUTLET WORKS EXTENSION <br />4 CONSTRUCTION <br />WATER LINE <br />EL. 10,087 <br />\COMPACTED`\\ r <br />C� Y <br />`EXISTING DAM CREST <br />ORIGINAL GROUND <br />DAM CROSS SECTIO AT STA. 11 +00 <br />SCALE: I" 20' <br />IB" RIPRAP <br />EXISTING <br />WATER LINE <br />EL. 10,065\ r3�ii�� /� <br />CONSTRUCTION <br />CREST EL. 10,095 <br />COMPACTED <br />CLAY TILL \ <br />EXISTING DAM CREST ", ORIGINAL GROUND <br />SPILLWAY EMBANKMENT CROSS SECTION AT STA. 3 +06 <br />SCALE: I "= 20' <br />36' 103' 36' <br />3' 3' di BOULDERS AT 6' -0" O.C. <br />IB" RIPRAP <br />DESIGN FLOOD W.S. EL. 10,090 EL. 10 f <br />I8 7 "GROUTED RIPRAP- — EL. 10 <br />2' GROUTED RIPRAP <br />I <br />22'_ 131' REINFORCED CONCRETE WALL 22' <br />a ELEVATION OF SPILLWAY <br />WATER SUPPLY R STORAGE CO. <br />FORT COLLINS COLORADO <br />LONG DRAW DAM <br />ENLARGEMENT <br />SPILLWAY PLAN AND DETAILS <br />NOTE' DRAWING REDUCED TO HALF SIZE. <br />WRIGHT WATER ENGINEERS <br />WOODWARD, CLYDE, SHERARD 8 ASSOCIATES <br />DENVER COLORADO <br />iTE JULY, 1966 1 DESIGNED W. C. - K.W. <br />:VISED DRAWN H. K. <br />APPROVED WC. -K.W. <br />D RWG. NO. 2 <br />WATER LINE <br />EL. 10,087 <br />GROUTED RIPRAP <br />CUTOFF WALLS <br />AT 40' <br />18" RIPRAP <br />EXISTING <br />WATER LINE <br />3 <br />EL. 10.065 <br />i i� <br />F, <br />EL. 10,081 <br />18" RIPRAP` / <br />18" GROUTED RIPRAP ` <br />TO EL. 10,090 ON SIDES 2' GROUTED RIPRAP 12" RIPRAP <br />a <br />2' GROUTED RIPRAP 6" GRAVEL BOTT. 8 SIDES <br />COMPACTED FILL 3' 1$1 BOULDERS AT 6' -0" GROUTED RIPRAP CUTOFF <br />REINFORCED CONCRETE WALL (SEE ELEVATION) WALLS AT 40' - TYR <br />SPILLWAY CROSS SECTION AT STA. 0+97 <br />SCALE: I "= 10' <br />TYPICAL DAM SL <br />Q E EXCEPT <br />AT EXISTING SH T CONSTRUCTION _j <br />WATER LINE CREST EL. 10,095 <br />EL. 10,087 <br />/ F / EXISTING SHAFT TO BE � <br />EXISTING j COVERED /1' REINFORCED <br />WATER LINE _� _ CONCRETE CAP <br />EL. 10,065 1 /j �/� I , II \ EXISTING DAM CREST <br />i <br />SAND- GRAVEL UNDERDRAIN <br />18 RIPRAP BELOW EL. 10,035 ANDOVER <br />ii <br />� I I I � SFFp. .. SEEP AREA ABOVE EL. 10,035 <br />Z0NF . 2 I. <br />\COMPACTED <br />( \� CLAY TILL <br />l i EXISTING SHAFT <br />STILLING <br />r T� / I I EXISTING BASIN <br />G I� II ROCK TOE�� EL. 10,020 <br />L_L-- -�- - =- s----- -� ---� - - <br />------------- `- - T ` <br />J f NEW ROCK TOE <br />L <br />J SAND - GRAVEL UNDERDRAIN <br />EXISTING OUTLET WORKS OUTLET WORKS EXTENSION <br />4 CONSTRUCTION <br />WATER LINE <br />EL. 10,087 <br />\COMPACTED`\\ r <br />C� Y <br />`EXISTING DAM CREST <br />ORIGINAL GROUND <br />DAM CROSS SECTIO AT STA. 11 +00 <br />SCALE: I" 20' <br />IB" RIPRAP <br />EXISTING <br />WATER LINE <br />EL. 10,065\ r3�ii�� /� <br />CONSTRUCTION <br />CREST EL. 10,095 <br />COMPACTED <br />CLAY TILL \ <br />EXISTING DAM CREST ", ORIGINAL GROUND <br />SPILLWAY EMBANKMENT CROSS SECTION AT STA. 3 +06 <br />SCALE: I "= 20' <br />36' 103' 36' <br />3' 3' di BOULDERS AT 6' -0" O.C. <br />IB" RIPRAP <br />DESIGN FLOOD W.S. EL. 10,090 EL. 10 f <br />I8 7 "GROUTED RIPRAP- — EL. 10 <br />2' GROUTED RIPRAP <br />I <br />22'_ 131' REINFORCED CONCRETE WALL 22' <br />a ELEVATION OF SPILLWAY <br />WATER SUPPLY R STORAGE CO. <br />FORT COLLINS COLORADO <br />LONG DRAW DAM <br />ENLARGEMENT <br />SPILLWAY PLAN AND DETAILS <br />NOTE' DRAWING REDUCED TO HALF SIZE. <br />WRIGHT WATER ENGINEERS <br />WOODWARD, CLYDE, SHERARD 8 ASSOCIATES <br />DENVER COLORADO <br />iTE JULY, 1966 1 DESIGNED W. C. - K.W. <br />:VISED DRAWN H. K. <br />APPROVED WC. -K.W. <br />D RWG. NO. 2 <br />