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REROUTED iHANNELS <br /> PROP PLASTI-FA: --ALL 6120 6120 <br /> PROP STOP LOG STRUCTURES 13.44E;1„06,. <br /> EQUAL PROP PLASTI-FAB PARSHALL FLUME <br /> (DETAIL SHEET 7) OR EQUAL <br /> ' 6090 STA: 2+45 <br /> • PROP STOP LOG STRUCTURE <br /> llallilmii <br /> 3' THROAT INV: 6090.5 INV IN: 6069.5 <br /> �► 20 Frn 11.,T4- 4 `• 2.. Q ®7 TOP: 6098.5 PROP BERM. <br /> W/10'TOP WIDTH; �3 FOOT AT TTHROAT WIDTH�- _ T GR �. — MIN 0.1 TO 20 CFS RATING CURVE <br /> NI\NIIIIRly = Sf1 -...1.____ <br /> TOP EL• 6096RTYPE MIPRAP, 6100 P.,_ -� .•• 1 -.STRAINTS ASETED A PERND M MANUFACTURERICAL 61OQ <br /> tiiii <br /> \ UNGROUTED 4\ ' �, `r� �;a_49.58B. -•.D011 <br /> I TYPE L FT OS CItA• .. <br /> 96NJ� ' i TYPE M/ INSTALL FLUME WITH' , ►'`..---*1444,--. <br /> RIPRAP, PROP 40 lF 46'HDPE UNGROUTE6� CCONCRETE ENCASEMENT <br /> / '- � 6080 TYPE <br /> PIPING N/ 5060 ENDS AS PER MANUFACTURER 6060 <br /> ' ' T •>k 6 INV IN 6090.5 FLARED RECOMMENDATION; <br /> �� ® INV OUT 6060.0 END ® CONTACT ENGINEER PRIOR <br /> .•/6 4.... .4440„gc,.. AT CULL RVERTPINSTALLATION TO CASTING CONCRETE. <br /> ---` OUTFALL <br /> _� p� 4P4)/ 6 0+00 1+00 2+00 2+80 <br /> _ 090, <br /> 11.x,;. <br /> ,.x;. 22 i 89\\ �1114•4, <br /> /�� .. PROP <br /> CHURCH DITCH SEPARATION STRUCTURE <br /> ' Nm; \\ `� 6 S ,��i� PIPING W/ <br /> \ \\ ♦ FLARED ENDS <br /> \` i�*�\ 6 • <br /> NOTE: INSTALL FLUME WITH CONCRETE <br /> NSO `✓•[{7�i ENCASEMENT AS PER MANUFACTURER 6120 <br /> RECOMMENDATION; SHOP SUBMITTAL 6120 PROP PLASTI-FAB PARSHALL FLUME OR EQUAL <br /> 6100 S09 eOs, •99\ REQUIRED PRIOR TO CONSTRUCTION: STA: 2+20 <br /> �_ 6' P 60 ° \ --- AND PREPAARATIONNOTIFY ENGINEER TOWIORKK PPRIOROTOING 9A It 6069.5 <br /> PROP STOP LOG STRUCTURE <br /> NY 5090.5 <br /> a90+ S� ? CASTING CONCRETE. ®TOP: 6096 s PROP BERM CRADE OT THOAIDH9.0 <br /> 9s0, <br /> , N6 FOOT THROAT WIDTH <br /> Wh0'TOP WIDTH; MIJ 0.25 TO 103 fS5 RATING CURL£ <br /> TOP EL: 8096 <br /> PROP BERM W/10' 6100 -.- SUR•-.. ice. GASKETED AND MECHANICAL fi100 <br /> TOP WIDTH: EL: 8096 --- ____-- ]� - TRAINTS AS PER MANUFACTURER <br /> A <br /> i <br /> Yi----69sft--112. .0 <br /> - - TYPE M i I 0 FT O%GRA ---- <br /> PROP ; -- / ` RIPRAP, NTYPE L INSTALL FLUME MTH <br /> POOL / UNGROUTED PROP 40 Lf 4B•HDPE RIPRAP,Ca"7Cii�7 CONCRETE ENCASEMENT <br /> - 6080 PIPING W/FLARED ENDS w+ � =�`� AS PER MANUFACTURER 6080 <br /> O EX. BOUNDARY UNE ® INV IN 6090.5 FLARED RECOMMENDATION; <br /> pp 6VV OUT: 5090.0 ENDCONTACT DiGINEER PRIOR <br /> OX PCOR INSTALLATXJN TO CASTING CONCRETE. <br /> 43+36 I EL: 6100.31 <br /> v� D + 0+00 1+00 2+00 2+50 <br /> - 0 I <br /> • PLUNGE POOL AREA PLAN I 1 Diner).' = 0 <br /> MCKAY DITCH SEPARATION STRUCTURE <br /> t I I 1'=40' I 3" STAINLESS <br /> ANCHOR @BETS OR <br /> ANCHORS. TYIE7,4BEDS AT 9" O.C. r <br /> CLEAR <br /> AT TOP <br /> I 7-0" I 2"X8"X4'-8" FLASH BOARD STOP LOGS (:> r <br /> DOUBLE ANGLE IRON 5_g• <br /> "SLOT" ON EACH WALL I I (PRESSURE TREATED LUMBER) FOR 6'-0" <br /> FOR FLASH BOARD LEVEL CONTROL I ANGLE IRON, TVP. <br /> #4 REBAR AT 12" GRID 3"F OFFSET I 3-6" I 3„X3” <br /> TWO #4 HOOPS; f"13.N _mmimsiF$-I 1 MAT IN WALLS <br /> MIN 12" OVERLAP 2 MATS IN BASE 2'-33 OPEN TOP GALVANIZED <br /> _ ANGLE IRON <br /> 6'-0" 3 �" WIDE BY 2" 2 PIECES PER <br /> KEY IN 21 AND ''I 1 "L" BARS AT 12" SPACING; I i <br /> III <br /> ALTERNATING IN BASE 12"INSTALL WATER !���I 3" OFFSET 3'_g• DEEP KEY IN WITHSIDE <br /> STOP BETWEEN �� ■l6'-O" I--1 I I MBAR B" / J/ J//// WATER STOP <br /> BASE AND SIDES 2'-3" OPEN TOP (uL/ ` . INSERT <br /> ii�I HOPE .' CAST PIPE INTO <br /> 12" �i�,� 12" — 2"=�'+�� STRUCTURE, ALLOW _ <br /> �«/—) _ z-CELLBERT BOLTS (• �• _ 2" PROTRUSION INTO / <br /> CA" STRUCTURE OPEN CLOSED /i, OFFSET 3"� <br /> 10" 9" 0 / CASK ETED A FRONT FROM END TOP <br /> COMPACTED FILL 6'-0• APART I I--STOP 48" GASKETED HDPE / HOPE 12"�X12"EE WR OF WALL <br /> BENEATH STRUCTURE I ' LOGS BASE <br /> LOGS 1/ V 2 1 MAT "SLOT"DETAIL <br /> SCARIFY B" OF EXISTIN� 12" I'' TO OUTFALL DITCH <br /> i <br /> a0 <br /> SOILS UNDER STRUCTURE CONCRETE, II / <br /> MUST MEET OR EXCEED MINIMUM OF — �� N.T.S. <br /> ASTM D-698 95% STD. 4500 PSI AT 10 ' 0 KEY-IN/TRE-IN DETAIL <br /> PROCTOR 28 DAYS TWO #4 HOOPS; //�/ / N.T.S. <br /> I 7'-8" 8 I MIN 12. OVERLAP - <br /> SECTION A - ELEVATION SECTION 8 - PROFILE 112"I 7-8• e 1 <br /> N.T.S. C.MIlAcgLOG XLT%TG D DETAIL <br /> 61 7'06 <br /> n mans" OM w <br /> 0 41.1 6 66 <br /> STOP LOG STRUCTURE DETAIL LAYOUT ' n CIVIL RES URCES•LLC I•^ w <br /> N.T.S. • = ammo <br /> a` �-r+s rn Pu ..°—° '-P'° Dmva6nG <br /> N.T.S. ,em nn .'r^m -11:I12- '.s"' 9tt` 7 ore <br />