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REROUTED CHANNELS <br /> PROP PLASTI-FA: I- ALL 6120 6120 <br /> PROP STOP LOG STRUCTURES FLUMES •- EQUAL PROP PLASTI-FAB PARSHALL FLUME <br /> (OCTAL SHEET 7) OR EQUAL <br /> — 6090 -- PROP STOP LOG STRUCTURE STA: 2+45 <br /> 3' THROAT NN: so90.s INV IN: 6966.5 <br /> �' —WWT14.. - _ --..2, <br /> ,: ®j To: 6096.5 PROP BERM 3 F00T THROAT:M!IMO <br /> �. ' ?0 -n�1 . M/10'TOP 1096 <br /> � OX .� �' TOP EL: 8098 TH <br /> MIN 0.1 TO 20 CFS RATING CURVE <br /> ,� srz <br /> p GASKETED AND MECHANICAL 6100 <br /> rimE P , 6100 -��-T 7RAINTS AS PER MANUFACTURER <br /> UNGROUTED -----` <br /> � E • <br /> / FT 0%(PUDE <br /> it . TYPE M TYPE L '7 <br /> >] PROP �.HDPE RIpRAp• INSTALL RUME wail'44e.4., <br /> • :,4t.\ RSP' PIPING W/FLARED ENOS UNGROUTED <br /> CONCRETE ENCASEMENT <br /> 7 0111P . �.�• / 6080 +� � NV IN 6090.6 FURED PERAS CMANUFACTURER <br /> 6080 <br /> '�� 111111111116.111111111111400,37‘41"41 <br /> ` '',� .it 1�� L RIPRAP `� � ® <br /> INV OUT: 6090.0 pJSTAENO LLAIKAI® CONTACT ENGINEER PRIOR <br /> 4 AT CULVERT TO CASTING CONCRETE. <br /> _____ __ `�I `i'� OUTFALL <br /> - \ i 0+00 1+00 2+00 2+80 <br /> ', /��� �\\ ;'4�I���t /'',` 609, <br /> iii, <br /> SiGI:.22 <br /> - •4n� ■ �� � '`�/�`/�`� °P 40 LF CHURCH DITCH SEPARATION STRUCTURE <br /> 1� V` 89 •\ �'�1�` PIPING W/ <br /> 0 <br /> .r4r� FLARED ENDS <br /> \ .O• NOTE: INSTALL FLUME WITH CONCRETE <br /> ,SO "§x� I ENCASEMENT AS PER MANUFACTURER PROP PLASTI—FAB PARSHALL FLUME OR EQUAL 6120 <br /> 8 �,` RECOMMENDATION; SHOP SUBMITTAL 6120 <br /> 6100 60.9 BO �', REQUIRED PRIOR TO CONSTRUCTION; STA: 2+20 <br /> 0, 90 NOTIFY ENGINEER TO INSPECT FORMING PROP STOP LOG STRUCTURE <br /> �` es, 09 -- /11'. <br /> AND PREPARATION WORK PRIOR TO INV: 6090.5 INV R1: 6069.5 <br /> ` SO c' CASTING CONCRETE. ®TOP: 609e.5 PROP BERM GRA5 FOOT DE AT THROATREAROTH <br /> SS, <br /> MN 0.25 TO 103CFSRATING CURVE <br /> .. W/10'TOP WIDTH; <br /> TOP EL: 6098 <br /> PROP BERM W/10' 6100 1 GASKETED AND MECHANICAL <br /> N <br /> TOP WIDTH; EL: 8098 ——— PROP ----- `�c�1 STRAINIS AS PER MANUFACTURER 61 OO <br /> ... <br /> T - �afQ=irl----wS E --111 o <br /> PROP - TYPE N/ ! \ • FT 0% .7- -——— <br /> • <br /> RIPRAP, TYPE L INSTALL FLUME WITH <br /> SURGE' POOL • / _ UNGROUTED PROP 40 LF 4E'HOPE R�RAP,t'3'lf33$ CONCRETE ENCASEMENT <br /> ` / \ 6080 PIPING 6/FLARED ENDS UNGROUTE v A5 PER MANUFAC1URER 6080 <br /> \ EX. BOUNDARY LINE ® WV IN 6090'5 FLARED RECOMMENDATION: <br /> �7t00 � INV OUT: 6090.0 <br /> V ')11P- PCOR INSTAEI.L�AnON® TO <br /> CONTACT <br /> CASTING CONCRETE. <br /> 43+35 EL: 6100.31 <br /> o �D I I <br /> I <br /> 0+00 1+00 2+00 2+50 <br /> fliz <br /> y` w j ..� ae 0 <br /> MCKAY DITCH SEPARATION STRUCTURE <br /> • <br /> PLUNGE POOL AREA PLAN I c Al 1 <br /> I IA Mr I 1" 3" STAINLESS <br /> I 1 ANCHOR BO7i OR <br /> ANCHORS, T' 3DI8EDS AT 9" O.C. CLEAR <br /> AT TOP <br /> I <br /> DOUBLE ANGLE IRON f' 7,-0" I 2"X8"X4'-8" FLASH BOARD/STOP LOGS D - <br /> I 5-8" I (PRESSURE TREATED LUMBER) FOR h 6'-0" I ANGLE IRON, TYP. <br /> "SLOT" ON EACH WALL LEVEL CONTROL <br /> FOR FLASH BOARD 3" OFFSET 3'-6" <br /> - 4 REBAR AT 12" GRID �{ I I <br /> TWO #4 HOOPS; 41; 1 MAT IN WALLS <br /> MN 12" OVERLAP\�6 �IS 2 MATS IN BASE 6-O" 2'-3�OPEN TOP IAGALNGLVEAIIIROZTD"N <br /> KEY IN 2" AND �l6 1 "L" BARS AT 12" SPACING; I I - -_ PER <br /> INSTALL WATER �—��_, ALTERNATING IN BASE 3" OFFSET 3•_g^ 12" DEEP KEY IN WITHECES SIDE <br /> STOP BETWEEN ��/ � 6'-0" H I I T4R 8" (1,././///// <br /> PI / /f/// 1 WATER STOP <br /> BASE AND SIDES a �.. MSERT <br /> ii <br /> ■1 HDPE ■I 2'-3" OPEN TOP CAST PIPE INTO <br /> 12" �- •• �� 12" �'��� STRUCTURE, ALLOW \ <br /> T 2"x / <br /> CELL �� - 2" PROTRUSION INTOiiii. MININEMINPMEMMI <br /> _' - INVERT BOLTS '• Gf STRUCTURE OPEN CLOSED % 48" OFFSET 3"� <br /> 110" 1. GASKEIED rte► #4 REBAR FRONT FROM END <br /> 1 TOP <br /> COMPACTED FILL 8'-0" APART STOP 48" GASKETED HDPE0 / HOPE 12"X12" E.W. OF WALL <br /> BENEATH STRUCTURE I. <br /> `—LOGS o --STOP 2 MATS IN BASE <br /> SCARIFY 8" OF EXISTIN, 12' ' I LOGS \� '-/ 1 MAT IN WALLS "SLOT"DETAIL <br /> SOILS UNDER STRUCTURE CONCRETE, TO OUTFALL DITCH a / 0 <br /> MUST MEET OR EXCEED MINIMUM OF — �� N.T.S. <br /> ASTM D-898 95% STD. 4500 PSI AT 10"1111111111111111.11111-"4 7/////// KEY-IN/TIE-IN DETAIL <br /> PROCTOR 28 DAYS TWO #4 HOOPS; /////// N.T.S. <br /> { 7'-8" 8 , MIN 12" OVERLAP - <br /> 12" 8 <br /> SECTION A - ELEVATION SECTION B - PROFILE 1 � 7-B" { <br /> N.T.S. CHURCHANDLoc�YSTaucDITCH nix <br /> rl MAR= NM N <br /> STOP LOG STRUCTURE DETAIL LAYOUT rim-roc CIVIL RESIURCES,t.LC A ��° <br /> 0 <br /> �on....ww. IYYU•r xa.»z.ae to yea.»am m <br /> N.T.S. mrres 2s.rr Hsu ,�g_17. oes :::nwa <br /> N.T.S. ew•.n Yi R.iy ,..mm ,cram s.n <br /> aeaeea r, .AIL Tare <br />