Loading...
HomeMy WebLinkAboutTED4001227.812" I I� 21 t of EXIST. DITCH CHECK DAM DETAIL IN-rrre rI P O olrc T � DAMFOR V• A-( T®VD SIpAt- Z9q,o10 CONM�RvOT�ROUfR PAM - pDRYA1 C � �4° ��• •� OR- U511- or CT �'� S U Rr-R - STR L V15K p S — . �COVJ el) F�,OVV SET YRi - o�Est D °I �2.D L N Fr/ ,.vim—�—o NrIoN y0 OVC (ell •� /\fir' 1,&4 10 / \ 7_101V V a �, Q �� ,Q� v I R/D E L/ S V 00. l v \ S1A.7Ar10A1 01 � _ o 10©'L F(Ps= 7 o"y- A q 151.0 1&3. 0 ' S1L TA Tio1v 4/TH A 1 ! L� -- L10 -- ► ice4 ivy o /4, 2 L. lloo • PO/v SCALE C� ;q . L \ 30rro /6.9.5 ti \, /(,o OO iHA YQALES N TOP GF D4M = /29.0 /D' 24'10 126.0 // - --__ ----- a V— /POCK CHECK OA M- (Ty1o.�����QC�s=os — �.-- J - the Sheet) -3 Q �� �� �� �`.� �Cc-c�c�c GRC�N w/TH 6 "0 QZ14A Y' / SP,4LL.S DAM AND OVER- FLOW CULVERT TEMPORARY EROSION/SEDIMENT ATION CONTROL PLAN NOTES. 00 1. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. / 2. TEMPORARY SILTATION AND DETENTION PONDS TO BE CONSTRUCTED BY PLACING STRAW BALES ACROSS SWALES. 3. ALL TEMPORARY SILT BE MAINTAINED IN ATORYCO NDITION N N PONDS SHALL ONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS I COMPLETED AND THE PERMANENT DRAINAGE FACILITIES / ARE OPERATIONAL. 4. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS. 5. RIP -RAP BASE (BOTH SIDES) OF BALES FOR EROSION CONTROL, AS REQUIRED. / j o6. APPROVAL OF THIS PLAN DOES NOT CON'S I I I UTE AN APPROVAL OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, Z CHANNELS OR RETENTION FACILITIES; BUT IS AN APPROVAL OF TEMIPOR'RY SEDIf1ENTATION CONTROL PLAN ONLY. /00/.FVS=/0.00/. -4- ..................... S/LTA T/OWN 017-CIV REVISIONS NO TE BY NEw RET. POND BOG Q C_ A =ice s s ,f �m or O Q cc Q � Z Q � � Q Z Q � C� C0 v incorporated 11= w Z Z CL J C3 w w Z LO Z w STRAW 13ALE SILTATION POND SECTION z &Q �r`�O SURVFy� I � 1 Ljj NG1i�41 A Z CCNSU LT IN ORIGINAL GROUND _ F_ Q n Z a• - \�-F i0 5'- I' thin. Uj --_ - - - = a a.. o NOTE: All d!tc`;es 5f' s shall a O Z be I.nFd with 3'- 6" tic°! ed grovel I.Oft. thiCk. � ^ � \II�IA10--1_ �w U Z .7 L C t I O N i `— ,'-i /2 l�l//OG G,G�A✓EL ��y O 1-1,41,E CHAYVAIeL W/TH G"O(OU4RRY A'OAD ® ai 2h /.Ofreebo�rrd � V �Q�yy (Minimums 2 aL Q BOO FOB CDBQ�ESTD/11E W 1-2 � 0 - 0-35 F W Z c) 4T S=/.O'/ ' AT 5,4.5 %, h = .2.98; 2h ;5.96' V=9.35YSec. 0 4T S=8.0 %, h 7, 212 = 5.35; V- //.6z1Sec, CV o �9a H Z W INTERCEPTION DITCH DETAIL JOB NO. 1-324-003- 805 DESIGNED R A K )RAWN LM CHECKED . �8v _ ... DATE 79 -.APPROVED BY P W. D. DATE ,,,.o 'CITY OF RENTON �_... For Continuation See _ I2 8ht. C- I I