350 



PARKS 



TOP or 



3TKOVGLY fl(9= 



TfEINFORCED 



CONCRETE 



CROSS SECTION. 



WALLS SUPPORTING 



w -' -' - i+*rrwmrft f * +,, , . r . jr/74. L *)L/r r \sr\ i //FCT 



BELOW NORMAL FROST LWE U ,i_ai iL !_! CONCRETE APRON 



DOWNSTREAM ELEVATION. 



CONCRETE DAM. 

 F 1 C,. i. 



BU/LT rN (>"-1", LAYERS PUDDLED 



UPSTKCAM FACT- SLOPE" f:3 

 *$ 



SLOPE i:z 



TUf?A L S UBS OIL: 



^CUT-OFF TRENCH 



WW%S3/RiWiW^YaWWI^^\\V/fl8^^\\l^^/A 1 ^^l" r ^IW^ 



CROSS SECTION OF CLAY PUDDLED DAM. 



FIQ. . 



SIOPF i:Z 



TOP OF LEVEE 



' 2 ") 



SOIL 



TRANSVERSE SECTION FIQ. 3. LONQ1TUDINAL SECTION 



CONCRETE CORE WALL. 



WATER LVEL- 



-r 3W- /'-**- /o'-*r- /' r*3"f* 



^S. ; /C~l-WtN<r WALL 



CORE WALL. PSs, * 



BLEEDER LINE. co # f WALL. 



FIQ. 4. 



-SPILLWAY 



SECTION THRU SPILLWAY. PLAN OF SPILLWAY. 



DETAILS' OF SPILLWAY. 



DAMS AND SFILLWAY5. 



PREPARED IN THE OFFICE OF 



ALBERT D- TAYLOR. 

 LANDSCAPE ARCHITECT a. TOWN PLANNER 

 CLEVELAND , O. DEC. 10, 1923. 



PLATE C. 



PLATE No. 148 



