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HomeMy WebLinkAboutD-205702Is it SEE MestlwEA•n1E0., LfAcKiAAJ A;JD MC STA 1 +00. I.E. 133.0# MATCHLINE MC STA 4 +50 _ $(J (�N -���L I ASSoc AS.gv1LT DRAWtub =aR / BEGIN SEDIMENT REMOVAL, - �t - - - 1� - - I REEK AK..1vuMENT- i CHANNEL REGRADING AND GRADE ` l 1 HORIZONTAL AND VERTICAL DATUM: HORIZONTAL - NAD1983 91 FEET T!EUt C APPROX EXISTING MAPLEWOOD CREEK. k MC STA 4+55 / BOULDERS, MAP `�E^ (MC STATIONS APPROX. BASED ON l �1. f ' END OF BUILDER CLUSTERS O 20' O.C. VERTICAL NAVD 1988 FEET EXISTING CREEK, ORIGIN O MC STA. 2+00) 1' r COORDINATES AND ELEVATION 1 le 1 S REMOVE EXISTING 9 "0 WOOD PIPE BASIS OF BEARING, .f�...._lNETW_ ,.N FROM THE CITY OF 3 431° CEDAR I 40" M RENTON SURVEY CONTROL NETWORK. � SET GRADE BOULDERS UPSTREAM OF MC STA 4+80 AND MC STA 5+37, \ MATCH EXISTING GRADE EL 114 AT APPROX. HORIZONTAL RENTON CONTROL #1897 MONUMENT IN CASE APPROXIMATELY 1t3'' HEMLOCK SEE SHEET 3 `. MC STA. 4+80 ANCHOR BASIN LINER UPSTREAM _ �i.. 150' FROM INTERSECTION OF SE 5TH ST. AND NEWPORT AVE. SE, ON 50" MAPLE OF STA. 4+80 PER Scrnnr� e_A c14Ecr 5 A % '9�" 'i. l . 115 LF. 18" PLASTIC BYPASS PIPE, ' �' CENTERUNE OF SE 5TH ST. REMOVE SEDIMENT BEHIND j C STA i+ S - 0.0377 < i BASIN LINER LIMITS DAM AND REGRADE CREEL. / _ I BEGIN GEOGRID, WRAP HORIZONTAL RENTON CONTROL #1888 MONUMENT IN CASE ON \ UEIS O 90' TO Q- AND PI STA 2+70.96 , PLACE 2 SETS OF BOULDER MAPLE VALLEY HIGHWAY ABOUT 1000' EAST OF INTERSECTION PER t3ROF7E SHEET 3 1 v / 1 ARMOR 10' UPSTREAM n CLUSTERS AT POND TRANSITION OF SOUTHEAST 5TH ST. 4 r J r /X. / BANK EAVY LOOSE THICK RIPRAP ri ��3 P14 „r',; P11 AREA AS SHOWN K % PI STA 2+32.52 I; VERTICAL RENTON CONTROL #1520 HUB AND TACK IN MONUMENT i3O" LLUf 42" EDAR 00 �'� �' CUT, PLUG UPSTREAM END AND CASE APPROX. 100' NORTHEAST OF INTERSECTION OF SE 5TH ST. ROAD RECONSTRUCTION _ ! l f 2 24" H I ill t o REMOVE EXISTING 4 "0 PVC PIPE AND MAPLE VALLEY HWY. C_Te 6_31 LSA7 I I ' 1 OMITS Of ACCESS J LOCKING SOUD Up /. /` I I! 9% CUT, PLUG UPSTREAM END AND # 1888 = NORTH - 176661.92 j 1 RIM EL 14frf3 1!5.39 i� i I1 _ %" I` X12 �\ REMOVE EXISTING 8 "0 METAL PIPE EAST - 1307901.12 PI STA 5+71.84 a ',�: 12" MAPLE I.E. 1116.7, 18" NE 111.5 ! P l Q� .3& I.E. 1}} 67 t8" SW , P13 J, BASIN LINER LIMITS AT # 1897 =NORTH - 176649.20 /� I SHEET 311 u1,5 \ END OF ANCHOR TRENCH EAST - 1309351.19 MC 2+00 `( a .a ) G REMOVE UPPER ij UPSTREAM FACE OF �„ B3 - , \ REMOVE EXISTING IRRIGATION INLET # 1520 = ELEV. _ •65:36 EWSTING i CONCRETE DAM ) I ( CONCRETE DAM, MATCH EXISTING ROAD ��r i Z,SCo SEE SECTION C. GRADE O EL 115.17 \ AND PIPE UPSTREAM OF NEW INLET I SHEET 3 -� ? J STRUCTURE TO NEW CONNECTION LOCATION (MC STATIONS APPROXIMATE \ BASED ON It EXISTING CREEK) �� '� In j3h• 1 �'• r HUB AND i C0� \ �; REMOVE EXISTING CONCRETE WEIR REMOVE AND STOCKPILE t ` 1 " 1 I - E 1311401.54 �' I 5- CRU 1 KI* AC i \ \ `. (CONCRETE ECOLOGY BLOCKS AND SANDBAGS) RPRAP FOR REUSE AS �� / 3)I `i, ON g RAMP \ \ APPROXIMATE EDGE OF EXCAVATION SHOWN IN SECTION D-D. / Y."j" ! ! I 83 LF. 18' PLASTIC BYPASS PIPE. . SHEET 3 19 `` i ' % r % i V t \' \ ` FINISH GRADE CONTOUR EL. 115.17 1 , S = 9AE91 0.0206 p J \ \ . iT.O. ROAD EL 115.17 PLACE 5" CRUSHED SURFACING I ;v y ' 7 34' -� APJIE i i r t i ! - \ REMOVE AND STOCKPILE IXISTINC ' 0 2 14" HEMLOCK \ \ OVER PREPARED ACCESS ROAD. O \;a� \ \ RIPRAP FOR REUSE ARMOR DITCH `\ STA 231 30 >n 6+35137 lam . j I ' - APPROX. OMITS OF I I 1OB.6- \ \ CHECKED FOR COM, L. - i EXISTING UNSTABLE WITH QUARRY SPACES 0' /M' �� i I ,.t� P21 �',, p ! l E I SLOPES ( V ' �•,V P8 A;�l ,r 1 CRT P16 ! w v - - _ = �� y vy , �A, T CITY STV.-DARDS 2' THICK VEGETATED HEAVY' P I \ d e \ NEW INLET FOR EXISTING IRRIGATION LOOSE RIPRAP I \ \\ : x \ ` 3h: \ 4', PIPE, SEE SHEETS 6 AND 7 - - -- late ��. t1 i MAPLE 14" HEM i , ` /t SLOPE TO BE REVEGETATFD 44� \ \ @.(SHEET 5) Date �•r9r GRAW gMnn Tae: s 25 Or WITH A MIX OF EROSION 24" i - -- DG n PER PROFILE DETAILS AND°'i i' f CONTROL GRASSES AND P9 -- e SECTION, SHEET 3 �� 1 , YDROSEED AND NATIVE SHRUBS (TYP.) - - /� CL EMBANKMENT DAM, TIE INTO 1 ' H I ,+ 3H1 V 1 67 Z� \, ROOTED STOCK SEE SHEET 5 i 0�, GRADE O 115.17 EXISTING 7r t' i LOCKING SOUD UD B4 RIM EL 115.13 115.07 n N I (I _ -_ P19 \ \ \�„ \ P1 I , I.E. 110.00, Ile NE 50" CEDAR I.E. 110.00, 18" S '(s` ( 31312 APPRdt PI STA 4+65.26 i 1 1 EWER MH t \ i , , 28 LF. 18" PLASTIC BYPASS PIPE ! ' � ! I I, \ \ � CL SPILLWAY STRUCTURE, A� \ 5 = 0.0539 65 I �'° Q?,7Y P1$ \ \ \ , \ ! F/ SEE SHEETS 6 AND 7Y ���``� /P 6 TYPICAL BOULDER CWSTER, SET 3 ! , (L FISHWAY OUTLET I I 110 CQO�O \ y i CONNECT NEW 4" PVC 25 TO 3' BOULDERS AT LEAST 1/2 N '2� 4 44" FIR STRUCTURE, SEE SHEET 8 " ! API�E I I; I I �3'`O 0 \ \ ` IRRIGATION PIPE TO EXISTING P -- BOULDER DIAMETER INTO FINISH GRADE. \ Q I I , h \ \ \ -- ALTERNATING SIDES OF CREEK AS ' �20' HEMLOCK STA 1+00 \ \ �I \ ,� IRRIGATION PIPE DOWNSTREAM t 1 \ \ OF TOE OF EMBANKMENT, SEE A5 -t3U I LT DIRECTED BY CITY PER SPECIFICATIONS 1Ro • ti BEGIN ACCESS ROAD ) 1 ( RTES MC STA 3+30 20' HE \ \ DETAIL 1, SHEET 7 + \ 30" MQPL .a 108.67 \ ; i 1 i 2 P �� L PLACE HEAVY LOOSE RIPRAP A. CLAYEY SoaL EXCAVATt D. END GEOGRID, WRAP LIFTS O 90' SURFACE EMBANKMENT TO EL 11 ;; / �, o, rr ' O TO ,AND ARMOR 20' DOWNS�TREAM AROUND PERIMETER OF SED BASIN / V \ yD 5 ,�j PlbouT 3 To ¢ jF 0" ,v�� \ DOWNSTREAM OF OUTLET I WITh VEGETATED HEAT. LwSE RIPRAPTO STA 2+30 AND ACCESS RAMP Z (C R 9 C 40 "'' APL STRUCTURE, 2' THICK MIN. OuARR / SPAU S PLACE D REMOVE EXISTING CULVERT AND �� ` ' \ \ y f \ \' BLANKET 25'W X 15' LONG, REPLACE PATH NEW 2#-6 -GALV. 3« ADS �- , WITH 5" CRUSHED SURFACING \ � \ ,\; � AREA,.[ S T LAYS Y ES. CULVERT RIPRAP REAM RI DETAIL. ' ! MC STA 3 +50, I.E. 118.29 MATCH EXISTING SLOPES © AREA GF OW LI Y SOIL S�NrLVE T RIPR IE 720.75 -� I RELOCATE EXISTING SEWER - \ LEFT BELOW UNER \\ ° . i 1 END GRADE BOULDERS MANHOLE APPROX. 90' TO � y �'� ( s CAPPRtuc.) SEE MAPLEWOOD GREEK ;18 MA L _ _ __ REMOVE 90 L.F. EXISTING OI,TLET :E 118.24 . ,1 THE SOUTH AND REMOVE �; : r - -� G \ \\` o N 1 " M P SEWER PIPE UPSTREAM OF C. OF \ i 1 t' PROFILE SHEET 3 EXISTING SEWER PIPE EL 115 7 \ F3ERMS AND dA SI AJ \ i ry w RELOCATED MANHOLE CoN STRUTTED PLACE 10'W X 51 X 2' THICK' 1 1e ` �f _ v IMPoR7c1> !a P.AAI U1_AfL HEAVY LOOSE RIPRAP BLANKET ', _ NC STA 3+75 \J \ AT UPSTREAM END \ I i BEGIN BOULDER N 176058.79 P2 \ \ CLUSTERS O 20' O.C. \ '\ E 1311399.29 \ \ t ! \ ) APPROXIMATE (L EXISTING 1 I MAPLEWOOD CREEK, MC STATIONS I _ \ 702 P3 EXTEND 1.5' THICK HEAVY LOOSE RIPRAP 1 ., ! y.�, \,�� \\ \ \ 1 \ � --- NEW LOCATION OF EXISTING ' a1 6' UPSTREAM AND DOWNSTREAM OF a,, UPSTREAM MANHOLE (MATCH PI STA 3+52.62 1 '$ STRUCTURE ALONG BANK SLOPE AND OMITS OF ACP REMOVAL, REMOVE POWER POLE 1 �, \ \\ 2� !IMF "! 4 I1AP / EXISTING PIPE INVERT EL 97.11) OUT TO CHANNEL AND DISPOSE OF PAVEMENT NOR \ \ CTR CHAD EL CL. 97.4- ' AND EAST OF LIMIT ONES, I / \ \ \\ \ BYPASS PIPE !411 FT `V.. RESURFACE WITH CRUSHED P4 \ \ \ \ APPROXIMATE LIMITS OF STRUCTURE, SEE PLAN ', I, 61 SURFACING FOLLOWING �\ \ EXISTING ACP AND SECTIONS, SHEET 9 _ t PLACEMENT OF EMBANKMENT \ \ \ •7r {I I I.E. 17 1 n� i L , / ' \ �\ \ \ ;�, APPROX. CL EXISTING CB �I;36 i LOCKING SOLID UD 1 % \ STREAM STATIONS) RIM EL fiY6e8 122•x+ = i I \ \ \ \ M NS I.E. 1 115.8 54 DAR I t '!6 94l. $" E PROTECT 54" CEDAR 1 I.E. 116.68 18' SW 1 FREASSTOCKPILE "HEMLOCK \� '� P5 \\ V --117' 0.9294 PLASTIC BYPASS PIPE. �� '- I � . �- \ \ \ � �\ SCALE 0 , ,10 20 40 FEET �? ..._ •� 1. - � 1�1,- � 0.027 - MATCHLINE MC STA 4 +50 1" = 20' PO L ACCESS ROAD SCHEDULE su7w1 6oaoaat oa7[1,o rt LMM40 t+66E ww n a" Insists = ran 1..1mmw In ----. . E 131111" .1117!+ 247641 M 1Now C 13116361s ra17. 34eEA1l N 11061637 [ t3R610- ran. 547U/ M i10111U [ figlDlO E 1311530.41 KSR O ROAD N " , C t30t74116 P2 18" BYPASS PIPE SCHEDULE Itse coon 01 NORIIMO I Enna 41 an Sw= Nine" E anon" 6Wa Q n36t O tYPE 1 N 175761.07 IE1311MV O Ot 716! 1 N 1NWM E 134144167 N TtFE 1 N 176107.40 C 134143114 41 Y 6601 001711M.31), [ 13114131.1 ;1 be= 11149M am am O1+.om LEGEND . 1114141 acme nrdtwm K Part a aIRMA141E pEDN" OF aW VE) 7�W A TOR Cr 1N111INE 1 P7 FW OF TANODILY OM OF OJM �1rRrp- t��!'7 �m POND EMBANKMENT AND ACCESS RAMP LOCATION SCHEDULE Nax "WNW LMM40 114114 of aE a anallm" IM NOIINia tun= FDM aaa D. a6TC®w iaN M N imam C 13110!.79 11617 Ill 736AN116R DAM P13 N 17016626 E 1311530.41 111.0 00TIOM • NIT P2 N 1700163E a 131143616 11617 4L 8011011113411,17 DAM P14 N IMBLn E 131101'1" 10657 0017011 OF MM P3 N 17001601 E 1311417.13 11617 0001611 A0flN0 RAIN P15 N 17014303 E 1311501.61 10167 Cae7f61CNON Pa1T N N 17MOU 11311415,41 IOU C,,, AOa21'6 RAIN Pie N 17011630 E 131147600 10657 6011011 ACCESS RAN PO N 170411.10 t 131140100 io" emm ACCOS RAW 117 N 17WTJ2 913114"79 10610 11011MA O RDWY PF N 176017.14 1131140&13 11617 11 - AC16'K RAN P16 N 17000672 E 131144916 11616 term O R.01G1Y P7 N 17000616 t 13113".16 11617 NR or OIfAN6R Pit N 170067.07 E 1311407.40 ,4167 00110Y • 11P6LMY PO N 17601660 E 1311011.41 10667 1071011 1"601 • l61AAY E IMIOU70 10657 Comm ammy N 16241 5 1311071.61 10667 00T1a1 IN wm P21 N 1411.72 9131146912 106 60T= AC0193 RAW MO N 1 1 [ 134100606 10667 00ROY K 0A0N 027 N 17610602 E 131101300 10667 10E a= itl 111 N 113147.41 5 13111"10 10667 OOTIOY OF 611.1 023 N 176141/6 E /31116141 OF ACC135 RDID 012 N 17011606 E 13110063E 111.00 tORm • lm I P20 N 17316116 I C 131146641 1 11617 1 0MM A0CE41 RAN P20 41!78068.45 6 C o °o X ro m 4 M"mek tz z' °z 0 U ; v S EXCEPT AS NOTED �I�ry�, NOTE. G• a' A �e�A� F �� SEE BASIN PLAN, SHEET 5, NORTHWEST, INC. A 172+ 09 CITY OF RENTON FOR VEGETATION AND Engineers and Scientists ; DEPARTMENT OF PUBLSC WORKS SUBDRAIN LOCATIONS. Bellevue, Washington 25792 2353 -1301H AVE NE, SUITE 200 80-LML WASHINGTON 980D5 13 'rEt G4' MAPLEWOOD CREEK SEDIMENTATION BASIN ) � ( W SM 2 VAL RECONSTRUCTION AND IMPROVEMENT PROJECT C o °o X ro m 4 M"mek tz z' °z 0 U ; v