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E=203.5 E On OUT, W=204.80 1E So OUT, W=195.80 1 S=5.50X. SEE DETAIL 1 ON E=210.7 .0-0 = 60 LL SHEET C-10. mm A 0 L A K E Sm OUT, N=204.80 IE So OUT, N=1N.80 .. � I I I 0 1 60 LF 4" PVC WALL .000, ..--� wki - - 1E 40 Wo E=205.13 HE 4* IN, E=196.13 �� am DRAW, S=0.5099. .000, 41 LF 40 PVC WMI �'. I - I I DRAIN, S=14.W V" 'k .000 .001, I /~fin --- - - - I- ­- � - ,II- , ii I I I �� I �; ; I 1 i: -- 11 ' I i, ! I - �� , 1 1 � I 'ftnch Sin - Lob I sad 2 1 . 1, I I 1 ; i I 1 !I 1 ` 117 ' ,I i; - I IF L_ �I 11� I - i i I 11 - I ! I z I � I - __ - - __ I ._00 0000 ' ­_­ �.. I 11 A. THE PROJECT DEMELOPER SHALL SU@Mff TO THE CITY THE CCTV -1 I ­ I O .--� - -1-16- NO WRITTEN R19101M. THE CCTV INSPECTION SHALL 04CUJOE ALL . PROIJECT DRAIN UNES AND CONNECTING CATCH BASIN AM MAN1140LE TRACT B .0-01 STWXMAIES THAT WILL BECOME CITY OW*D/MAiN7AiNED NO ALL PW ATE 8 1NCH OR LAMM DRAIN I NO CONNECTING CATCH RAWN NO MANH(XE .0-* - ". . ..' . ., STRUCTURES. SAID VIDEOS ME TO BE IN COLOR NO COMPATWE WITH THE CITY'S ' ­" 1_ ". ,. � , " '� .1 " w .00*1 0 , VIEWM AND F111ILLAPPIRROW111111b SYSYDAS. THE CITY WILL ONLY ACCEPT VIDEO SLISMITTALS , t 0000, , z I I ­' I Trach Dep* Mk*mw Twch om Ana (SF) 1 500 1 2 � 4001 3 3401 4 3001 1 - 51 . 27 ti I - sl�r�t �j� %M W %A% LMV IMI MW_ VMIIPWLX- C" a1#111111111111WWRIJ VWW-V r-LATT.R0 k1.c. 111111111"'W VMJW-%P ! � � FILE FORMAT) AM ME COMPATIBLE WFTH GRAWTE XP. THE V=0 SHALL I I - I .00*1 .-.-� EACH PRO1JECT DRAIN PIPE SEOMDU TO THE UPSTJQEAM AND DOWNSTREM CONNECTM STIRXTURES AS SHOW (AND I Www ) ON THE PROJECT CONST'RUCTION PLANS. B. THE COSTS INCLINVIRED IN MAi(W THE WdTIAL CCTV INSPECTION SHALL BE BOANE BY ALAdN THE PROJECT DEVELOPER . THE DEVELOPER SHALL BEAR ALL COS ----Umm IN COAREC ANY DEFICIENCIES FOUND DURIW CCTV WK-1A.U.N. IW ------- THE COST OF AW ADDfTKft& CCfV v D(FLTMYION 7ESTM Olt AN IES THAT MAY BE REMIR11M, fff THE C" TO VEWY THE COARECI• OF SAID O" C01liCY. C. THE DEVELOPER SHALL BE FOR ALL COSTS INCURRED IN THE CCTV ... ... ECTION PERFORMED SOLELY FOR T14E MDMEFYT OF THE DEVELOPER. TYPE 2-540 CS WITH SM. GRATE, TYP. 3 LF go PMC, 7YPE 1 C8, TYP. S=2.0009, TYP. 3 LF Sm PYCs S=2.008. TYP. 12 LF Sm PMC, / Sm PYC CLEAWOUT, TYP. S=2.00X, TYP. SEE DETAIL I ON SHEET C-8. TYPE 1 CS WITH tllk�_ 40 PVC MET FROM SM. GRATE. Typ. / ROOF DRAIN SYSTEM, S= I.00X MIN. � t � : : ; : � z � : z : � z ' ". � : - z -1 z ,-111C "W"11I)E. i "EN, I ", : z \�Z.t � ­ , . : "I 11 . , � � . . � vciG '� � � z V : '.. � .00*0 .-O-� I I I I TYPICAL DRYWELL LAYOUT DETAIL 1 NTS I I . .---------- - - ___ - - - : � A. WALL MOTE DAMMY PER DETAILS ON THIS SHEET AM ON 9*FET C -S. : i B. CONSTRUCT WWLTRA71ON DWfVAELL FACLrTIES PER DETAILS ON THIS SHEET AND PER THE SMALL 044LIM11ION BASIN DETAIL ON SHEET C-9. I C. THE CONTRACTOR SHALL CLOSELY COORDINATE WfTH THE GEOTECHNICAL ENION IWER' DUR1W THE CONSTRUCTIOIN OF EXH DWf*ZLL AM W*1.714ATM TRENCH TO NOWY DESM OF i CONSTRUCTM AM M ENSURE ACCUMTE FANNICATM Of F-MANOIKEI ORYSELL STRUCTURES. I I I I I - - '- I I L I !I I .- , I A. SHIM BULDM FOOTPRINTS Fa►rm-KNI THE LARGEST ALLOWAU B*M ON C" CODE NO SIZW OF SITE S I•MANAGEMENT FACKnIES. 8. GRADW SHOVIN REPRESENTS THAT EXPECTED BASED L)PON ASSUMED FOSSHED FLOOR ELEW71IONS. i 1k I C. SEE THE PLANS FOR THE LNITS OF LANDSCAPE - 0 : i w T-�: " k:ic -ij , - - j ojw�l� _�- '. T 97 3W.' 2, _'C-7w'� -,�3W.W,:I,Wl��l-$,:Iai-,I�'*;zw � ... LALM - -.1 - - I -1 F_ . ' .- - - 0 MMY S U M X DISTANIM ' Y DZVJQ 019 TO 3% 1 0 FEET 0.3 MEET 'f M 59 6 FEET 0.3 FEET PERVIOU CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TE DRIVEWAY DETAIL NTS Structure No. Structure Top 8#'IEIn 0000 Top of Gravel (inside) I StructureBottom Bottom of Gravel 400w 210.0 207.50 207.00 L , MOMMM" r 201SO I 2M.So . DW 1.2 = 209.5 L L 1 206-50 . 1 203.50 1 MAO - MLOO L I I SS 10/2014 0 , . I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I DW2.1 207.5 TYPICAL DRYWELL LAYOUT DETAIL 1 NTS I I . .---------- - - ___ - - - : � A. WALL MOTE DAMMY PER DETAILS ON THIS SHEET AM ON 9*FET C -S. : i B. CONSTRUCT WWLTRA71ON DWfVAELL FACLrTIES PER DETAILS ON THIS SHEET AND PER THE SMALL 044LIM11ION BASIN DETAIL ON SHEET C-9. I C. THE CONTRACTOR SHALL CLOSELY COORDINATE WfTH THE GEOTECHNICAL ENION IWER' DUR1W THE CONSTRUCTIOIN OF EXH DWf*ZLL AM W*1.714ATM TRENCH TO NOWY DESM OF i CONSTRUCTM AM M ENSURE ACCUMTE FANNICATM Of F-MANOIKEI ORYSELL STRUCTURES. I I I I I - - '- I I L I !I I .- , I A. SHIM BULDM FOOTPRINTS Fa►rm-KNI THE LARGEST ALLOWAU B*M ON C" CODE NO SIZW OF SITE S I•MANAGEMENT FACKnIES. 8. GRADW SHOVIN REPRESENTS THAT EXPECTED BASED L)PON ASSUMED FOSSHED FLOOR ELEW71IONS. i 1k I C. SEE THE PLANS FOR THE LNITS OF LANDSCAPE - 0 : i w T-�: " k:ic -ij , - - j ojw�l� _�- '. T 97 3W.' 2, _'C-7w'� -,�3W.W,:I,Wl��l-$,:Iai-,I�'*;zw � ... LALM - -.1 - - I -1 F_ . ' .- - - 0 MMY S U M X DISTANIM ' Y DZVJQ 019 TO 3% 1 0 FEET 0.3 MEET 'f M 59 6 FEET 0.3 FEET PERVIOU CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TE DRIVEWAY DETAIL NTS Structure No. Structure Top 8#'IEIn Top of Gravel (Outside) Top of Gravel (inside) I StructureBottom Bottom of Gravel DW1.1 210.0 207.50 207.00 2%.00 MOMMM" r 201SO I 2M.So . DW 1.2 = 209.5 207.24 1 206-50 . 1 203.50 1 MAO - MLOO 2 I SS 10/2014 0 , I I I I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I DW2.1 207.5 205.00 204.50 201, SSL} . . , 1 201-00 MOO DW2.2 - I 207.0 F 204.74 204.00 201.40 1 200.50 198.50 - DW2.3 206.5 204.00 203.50 . 200.50 . 200.O0 i 198.00 I I , - DW3.1201.0 198.00 197.50 194.50 194.00 ......... 1w.00 0 DW3.2 1 200.5 11F_ 197.74 197.00 moo go- 193.50 MAO .m DW3.3 1 200.0 1 197.00 1 196.50 1 193.50 , I 193.00 I 191-00 - I DW4.1 198.S 196.00 195.50 I 192.SO I M00 MOD DW4.2 196.5 196.24 - 195.50 inso L92-00 MOO . DW4.3 I 196.0 I 195.50 195.00 . . 192.00 MAO - - . is -SO -1 ; I I . . . I . . I DW5-1 194,0 191,50 191.00 I 188.40 r I 187.50 185.50 - L_ DW5.2 194.0 191.74 191.00 198_ 387.50 ' MAO - /NOTE: ON-SITE CEMENT CONC. I- 1.0 9 - - yam PER PLM z WALIGS"s SHALL BE 40 THICK F - ROCK '041 PER WITH A 20 MIN. CRUSHED r%AA%Ajft,^fi I CEMENT CO! ICRETE PLAN LOM AND SURFACM TOP COURSE I so MIN. DEPT -\- -_ - OCTAL I /C-10. FOUNDATION. - - I- __ - I I ROCK whLL Or*M ' - -- I- __ -1 __''_1 - - . - -. - _ __- �-�'T-'-' -1 -4 _ 1-1 7 -! --'! -' -1 -1 - I 1. I " -- �3­ �-'- - _V - _� - I -:7-5 1 11 - . - - - _\ COWACTIED 00440EL SMO I PER MT*& I /-10 MI C COMPACTED CRUSHED I SUWACWj TOP COURSE, AS APPUCABLE. COURSE. MIN. 4* DEP1 COMPACTED NATTKE IIIIIIIIIIIIIIIIIIIII11111111,1111I WEN& CONCRETE DRIVEWAY DETAIL1 3 SECTION 8-8 NTS CEMENT CONC. \wM Py PUN CURN PER W@DOT me 1111 SM. " %y. I POROUS CONCRETE F-10.12-03, TYP. *k. 60 MIN. _-- i - . ------- `_ -- - ----'_----_'_­ '�'�­'____' - - _ -, -- - , - - ­�* -7 - I 77 ____­��_______��__--_-'--_-_ I - - , �_ - --- - - _______ ; -, , - __ ��:T:7_� � �__"-_ -_-E�- _-'7�� - - - - '­__:�__�:_­_ -, - �--:_--­-_ -- ­---_��, _ -_ -__ .- - -,-,---�---,-:�-,--��-,-,-:�-,- ___­ I , __� - - - I- - - - - - - - - - Qqw I I I , ! -- - - - - � ­ - - - - - ! -_ - I - - I - -- - - - - - I- - - -, - - - I I - - - I., __ - - - - - - - __ - - - - I - - - � . - ' - - - - - 7 r - - - - - - - - -_� - -7 �'__ " "�'_' - ---\ - __ __ ­_­ -.-- , I ' I ' _',�"�' 1 ,I � " I LINCOMPACTED MA7W 12" MIN. PERME BALLAST PER MATEFIAL WOW SM. SPEC. 9-03.9(2) suBt�RADEPERVIOUS CONCRET DRIVEWAY DETAIL 4 SECTION A -A NTS 60 PVC OV8*1JOw PEW PM SMO.Ow 60 VERTE& SLOTTED FW CONIC. seem" PER MON"M Pw WITH Tftvm so Mm. 5' MY SM. PLAN FW RATED UD, WT FLUSH. DEPTH I- 3 so ________1- -_-�'_­­ - - sm ___ - - - - - - - - - - - - ------ - - ------------- _____­ ___ _'­ I - I ________ -------- ____.1__ - �- - - -:: ��] - : ::�� �: - --.-�-�-�:��-z�:---:i�-----l- - -11 - - ------ - - - - ---I--- -­-_-':- - -I- ----------- - __ __ -,_,- - -_-�� �:: - �_,'' _� - �: __ �_____ 7- - ­��_�__.-_ - - , --- � - Z-��_-_---� I- ____ ------------- --- - � : - ---------------- � �:��: _- -:-: , " - � - - t - - �� - - --------- _ __ - - - - - -1 -- ------- �.- -, - -� _- �--- - � - ­­_ - - - <_- �- - I - - - - I I_ _____� - - -1 " -C­_--2�- - ' '�� -, - - ---------- - - -1 - -, - - - - - - - - � � - ''I I , I '_ ___ - - IS i � �___ _7__ - ` _-, - : -------------------- __ � � � --- -;; - �" � - �_-", - I . - - - - - - - - - - - - - - - - - - - - ��__ - ___1: __5__� -------- I- - - - -, 1 1 1 '_ _. - _'_�' I----,- _____ I _1 �� -_ � ------------- - - I I , ______________ I . --- 1-1 - - - --- -_ � �!!!!'.�' r'_ - - - - - - - j - - - - - - - -11" - - I - ------ -n 0, T, - �1 - - - - - - - - - E"TION A I - __ ­ --,777-,-'"_-'-- ­ - , , - - - - - - - - - - - - - I - - __ 11 '_ - - , , '77 7:777,': 7"- _ i 1, 1, I - - - - - - � - - - - - - - I - � ------ � _ - _�� 4 : - - - -_ - ---- -- _� 1, 11 - - I - - - - - - - - - '___'� I ,- - , - - - - - .- - - - - - - I- - - - - - - - - - _11'-�'_ - - - - - - - - - - - - - - _ - 1 2* 120 DEPTH - - __ ::,-.-'I--------,-------__ --- ­ LINCOMPAC'm NATW - - - ­_ - - - I MATEFOAL - - - - A - - - - - - -_ - - I - - _� 1__' __ - ------- - - - - __ - ____ ___ - __ __ __ - __ - -11 - I 1 I , - - - - -,____ E"TION El , - Lo .3*Pat ::::::::::2� 1 - __ BALLAST F- N=Wl X OWANM (SM TASLE BELOW) I . SPEC. 9-03.9(2) 004011MY EUMUM A ELEX0010N 9 X 0offft" SOUTH 205.9 203.9 20 FEET MI)OLE 190.6 194.6 21.5 FEET 111111111111111111111 PERVIOUS CONCRETEANFILTRATION TRENCH DETAIL�111111111 SECTION C -C NTS � 5I ) 5 REM1901 Is PER CITY KV11EW COMMENTS - AUG. 3, 2015 TH 8/2015 JRT SURVEYED: AXIS I SC&E: It 1 =20' - VIRITC#IL- N" low H01111111=111111111111IL- NO 111111111113/19111111 , I" , , , - - � ,'' 1 ''.. , 1- ._! 11 �' I ­* 11 OF X CITY OF RENTON Planning/Building/Public Works Dept. SKA" ' EN ,5 LOT SHORT FILA7 n � _"T IRDAID TALBr. WE WROWIEMENTS [PLAN 0 4 NEWSONS TO I LOT UNE TH 6/2015 AT F-DESKAIED: T. HOHMANN 3 PER CITY WMEW COMMENTS - WN. 13, 2014 S8 11/2014 JRT 2 RE -MIN I PER CITY REAM COWAMS -OCT. 149 2014 SS 10/2014 JRT - DRAW T. HOHMANN I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I 1 - . PER CITY R1Vft _. - - JULY 299 2014 S8 8/2014 JRT I CHECKED: J . TU17LE NO. REVISION BY DATE I APPR I mw" -w: I J. TUTTLE - 11 -- , r'. - _111.1 A I 9/02/2015 PAGE: C-6 SHIM. OF: 13 MEREME PR'I 0 O * ew 1= , > I I 71_ g* Z - V) G __4 '� z = -4 r = ca 4 �cl 0-3 9 Q, �t A Cn r -q C r, '71 r- A � r g,-:1 - rn �ji I K ' I - I till - z M z M M Cn ID I * V) =! XC) 9 'f.� � z M P 0-3 CA arq 01�16 ;0 R Cr (= 0 9 (7� f_l� �OQ (::) z 4 �cl 0-3 9 Q, �t A Cn r -q I !: 0 y I U11 I �