Loading...
HomeMy WebLinkAboutzD-2149SetWASHINGTON STATE N. TS. F ff I __ - — A111MM11F_ — __ — — � - A11V -A ff- — AV , �& AV � i �Af] PROTECTION AND FLOOR PREVENTION PROJECT KING COUNTY, WASHINGTON P - I CHANNEL / - �'- GRAOYWAY S.Y /. . TA 6O�-6 TO STA 680*26 37 • , s•i • -r • i BY US, DEPARTMENT OF AGRICULTURE SOIL COXSERVATMV SERVICE 0 CCj , ED FOR )J .CJt— Pa fin, Section or Detail A 24 Sheet where section Sheet where section or detail was taken or detail is shown REVISION I BY I APPR. I DATE �Q LJ �_2%tlQm f RECOMENDED FOR APPROVAL +L —t-, 9�t_ lqq '-C U PLAN RErIEW INDEX OF DRAWINGS private. Absence of utilities on these drawings does GENERAL NOTES STRUCTURAL NOTES j SHEEs' r PVC MEMBRANE: DETAILS - 1:. the Washington State coordinate system NAD 27 - ' 1. Chamfer 314 inch all exposed concrete edges. w � � 0 tTi a a 0 0 NO - TI 7L he are shown, the location and depth are h - (North Zone) has been used. . ORAWNG NO. 18. FISH HABITAT AND PLAN77NG'DETAILS approximate. approximate. The exact location and depth of any utility must be determined by the utility company" " 2 Spacing of reinforcing bars is measured center 19. 20. SOIL LOGS PEDESTRIAN 7RAIL PLAN AND DETAILS 2. Elevations are in feet above mean sea level, to center of bars. APPROVED: 1. INDEX OF DRAWINGS NGVD 29 datum. 2. SliE MAP J. Bar cover is clear distance between the surface iE GRADING PLAN 3 All stationing Is measured horizontal distance and of the bar and the face of concrete. Unless 4. PLAN - PROFILE refers to main channel centar/ine unless otherwise otherwise shown is 2 inches for formed and 5.. PLAN - PROFILE noted. top surfaces and 3 inches for surfaces poured 6. CHANNEL CROSS SECTIONS against earth. 7 CHANNEL CROSS SEC77ONS 4. Soil logs shown on these drawings indicate genera/ - 8. CHANNEL CROSS SEC77ONS conditions, at the site. Soils investigation /ogs.and 4. All bar splices not shown on these drawings shall 9. CHANNEL CROSS SEC77ONS geological reports are amilob /e at the SCS Renton be staggered with, bars lopped a r,,in6r urn a 30 10. GAB /ON DETAILS Project Office for reference. No warranty of soil diameters of the smaller bar in the sp /ice. 11. WZNGWALL S7RUC7Z1RE AND REINFORCING DETAILS conditions that are encountered during construction 12. MNOWALL REINFORCING DETAILS is expressed or implied. 5, Reinforcing bar placement shall conform to tolerances 13. 14 TRANSITION WALL 7RANSZON S T Aa 5. No representation is made of any utilities, public or layed out by C.R.S/. Concrete forms sholl be set in conformance to A.C.Z. tolerances. CCj , ED FOR )J .CJt— Pa fin, Section or Detail A 24 Sheet where section Sheet where section or detail was taken or detail is shown REVISION I BY I APPR. I DATE �Q LJ �_2%tlQm f RECOMENDED FOR APPROVAL +L —t-, 9�t_ lqq '-C U PLAN RErIEW 15 l L EROS /ON CONTROL BLANKET private. Absence of utilities on these drawings does DEs^- xFcima.Lri OF cuai,iC 'ivicai.� M a a � o 0 0 0 j 16. PVC MEMBRANE: DETAILS not assure that n, utilities are present. buried w � � 0 tTi a a 0 0 77. FISH HABITAT AND PLAN77NG PLAN he are shown, the location and depth are h DATE: AS NOTED r i� ORAWNG NO. 18. FISH HABITAT AND PLAN77NG'DETAILS approximate. approximate. The exact location and depth of any utility must be determined by the utility company" 19. 20. SOIL LOGS PEDESTRIAN 7RAIL PLAN AND DETAILS prior to any excavation. APPROVED: 27. PEDESTRIAN TRAIL DETAILS Aff iE W NO. ^O ' \ 4 L' W 1 � Q O v z w n ROLL 157 4-64 X CCj , ED FOR )J .CJt— Pa fin, Section or Detail A 24 Sheet where section Sheet where section or detail was taken or detail is shown REVISION I BY I APPR. I DATE �Q LJ �_2%tlQm f RECOMENDED FOR APPROVAL +L —t-, 9�t_ lqq '-C U PLAN RErIEW CITY OF RENTON o i i J o F DEs^- xFcima.Lri OF cuai,iC 'ivicai.� M a a � o 0 0 0 j Q � 2 RE`nS10N NO. w � � 0 tTi a a 0 0 O U 2 y W DATE: AS NOTED r i� ORAWNG NO. W CHECKED: AS N07ED O FlED BOOK: PAGE. APPROVED: N �0 w 0 Aff iE W ^O ' \ 4 L' W 1 � Q O v z w n Q X CITY OF RENTON o DEs^- xFcima.Lri OF cuai,iC 'ivicai.� U SPRINGSROOK CREEK / P— I 2 RE`nS10N NO. CHANNEL IMPRO [ASMENT DESIGNED: AS NOTED DATE: AS NOTED FILE NAME: ORAWNG NO. DRAWN: AS NOTED CHECKED: AS N07ED SCALE: AS NOTED FlED BOOK: PAGE. APPROVED: SHEEP: OF SHEET Aff CONSTRUCTION \ \\ / WORK LIMITS 11R 1,00E \ GROUP o \ \ CURVE DATA \ �o D = 14' 19'26" R = 400.0' T = 82.85 ' I I \ j L = 763 38' \ ` CONSTRUCT1,11V / PUGET pErt ANENT -- CONSTRUCTION WORK LIMITS / �\ WESTERN EASE�YENT WORK L /M /TS APPARENT PROPERTY fL� LONG ACRES / j / / EXX CULVERT 10 /NT l/ENTURE j / R 4a5 CITY / BRIDGE S W. 16TH STREET RIGHT OF WAY N 5. 21' 21 — EX /STING #% 182 a j 3 089.08 R D E p RIGHT OF WAY:. WSQOT R of W I C D'. NOTES 1. Legal description of permanent right of way and temporary construction easement ore available from the City of Renton. 2. Boundary end Right of Way lines on this drawing was token from information in legal surveys in this area performed by Target Surveyors Inc., Pao Tech Engineering, Inc., and W&H Pacific. J. Other construction contracts moy be in progress. Contractor shall coordinate work with existing construction and cooperate with other contractors performing work aolb'ent to thn .rite. 4. No representation is mode of any utilities, public or private. Absence of utilities on these drawings is not assurance that no utilities are present. If buried utilities ore shown, the location and depth ore approximate. the exact locot Ed dept,, of any utility must De tdetermined by the ~ utility company prior to ony excavation. I a c- I t= \I � 0 o n n I Y v v d � Q 0 a U U D o z y w F4 //w� ) FV �1 O I-•-1 J E-a N N�N w o z C) m 0 0 h 4 4 w v O Z v E- � w I Q„ E-+ Qi V • U� 'p ti J O ®� REVSION N0. 1 GRAWNG NO ESGI ? -3 SHEET_ L -0, 5 a" 17 I$,. � ti y` EXISTING RET41NIAIG WALL .'F DO NOT DISTURB 4 \ PO*ER POLL BE Mop CkFe Op� \ K RL�RAP \ F/ p � '? �NOTE: _ AND CHANNEL -7D \ y \ GRO FROM EDGE r5 STAEET`BRIDGE TO POINT NAME NORTHING (Y) EASTNG (,) MONUMENT (SW 16TH ST.) 173, 156.66 1, 654, 125.67 fL' STA 670* 31 173, 044.28 1, 654,20J. 26 �• STA 671 * 44.35 173, 15713 1, 654, 792.68 PC CURVF/Kl STA 672* 13 87 1 73,226.35 1, 654, 186.19 PT CURVE ffl STA 673 ,177 25 173, 387.47 1,654, JJ8,60 fF STA 674* 91.37 173, 481.50 1,654,083 70 PC CURVE,¢2 STA 671,17751 173,190.41 1,654,201.61 PT CURVELf'2 STA 673* 00.05 173, 306.74 1,654,165 92 A VE. [� � je S w O V 0 OA `ESALE utilities ore present. If buried utilifies the Location and depth are z are shown, approximate. The exact location and depth of any utility must be determined by the 0 03 p U PLAN utility company prior to any excavation. 20 0 20 DRILL HOLE LOCATION O Q Scale in feet \ V L• I Z ;NP9RA13Y �SHf7RllltG � � �, �� _ k NLV C BJNG' I C 5 Lit 'ii A 6 91.,37 2 W 3 W - EXISTIhC BOX DO NOT DISTURB CUL VERT � - O H E- Motion /s mode of an utilities A VE. [� � je S w public or private. Absence of utlities on these drawings does not assure thot V OA `ESALE utilities ore present. If buried utilifies the Location and depth are z are shown, approximate. The exact location and depth of any utility must be determined by the 0 03 p U PLAN utility company prior to any excavation. 20 0 20 DRILL HOLE LOCATION O Q Scale in feet \ V W Q 2 O 3 W Wv 4,� Lroy gym+ Z, [�1 Otit� �hn t4 .a QQQ O Q O� Q Q U CO r 24037 ��- v (3 (n L" Cl WWU) < ((^�� BLEND CHANNEL 71II SSONAL E�_ r- 20 Y J h EX /S NG GROUND ,4u -- — — — — -- 15 E- APPROX CHANNEL e GROUND SURFACE W Ao m2t4spo4 10 / 25.0' a �,' 5 ELEV. 2 74 — - ELEV. 2 66 0. - Sn 2. 16 P -1 CHANNEL BOTTOM 5= 0002 ft ft _ LEV. 0.24 TRANSITION WALL U� _ZL _ _ _ _ _ ! ' i _ _ _ _ . _ . __ _ _ LOW FLOW CHANNEL BOTTOM S= 0.0002 ft /ft _ _ _ _ _ _ _ _ _ (see sheet 13j -- F - - — — — — — V. 0.16 - -- 0 ELEV. Z o000000000000�0000000000000 FOUNDATION BACKF /LL �J' 00000000000000000000000000 - 0000000000000000000000000o U h o00 0000000000 0V00000000000 EX /SLING CRUSHED GRAVEL FOUNOATON PVC MEMBRANE see sheet 16 -5 r 1 , i I I i I REVISION N0. 671 +00 672 +00 673+00 674+00 675{00 675+50 OR-G N0. Es PROFILE �" CHANNEL SHEET 4 of - -T _'J ROLL 157 low 47-4 L2_ ! 6 i\ 1 MPOCR/BB/NGHOR /NG J \ � c� 1� \\ 1 Q 4. (, vl 16 - 18, 20 ! 6 i\ 1 MPOCR/BB/NGHOR /NG J \ � c� BLEND \ ROM \\ STA. 6' 8130.37 I FLOW EX /ST/N� SLOPE STA 6UJ 0657 n C\ gym L t. 85 A °mWrn ��WO ti 24031 _ Q =n ZF�O R^ 20 ��-�� 33. =�ii�uNRC CRb �1c \���`�� Z PT CURVE Nry I CID -� �\ STA 677118.40 Rt 74.28` 1 1 Q z c i N 1 E 01/x' _ T 7Z'-9 PC CURVE %4 \ '� OF THE BOX CUL VERT 1 U s:A 6.98' 54 BOX CUL VERT {��- - NOT D /STRU_B - -- - - / f /2 - 1 L t 43.98 \ ten, i Ww Z VA S `` 16 (see ALL 11) Z LOW FLOW _L TO �- 4 CNANNtI 15 10 25' 25' ELEV. 2.72 5 EL£V 2.62 ELEV. 259 EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09 - - 7RAIVS177ON SLAB (see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09 0 — — — EX /STING TRANS. /TON WALL - - 000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000 0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c 000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000 o0000000000000000000000000000' 000000000000000000000000000000000000000000000000000 / h CRUSHED GRAVEL FOUNDA TON PVC MEMBRANE 15 10 SHORING AND CRIBBING 5 0 —5 —5 675 *00 676 *00 677 *00 678+00 679•+00 PROFILE C41ANNEL SwplT :I{s� L_ POINT NAME 22 -�� MPOCR/BB/NGHOR /NG J \ � c� U� 1 w EL STA. 6' 8130.37 I FLOW 1,653,917.67 AP (V CHANNEL AND l j, C\ gym �l� 20 °mWrn ��WO Z 24031 _ Q =n ZF�O R^ 20 ��-�� 33. =�ii�uNRC CRb �1c \���`�� Z 173, 700.07 Nry I CID �L '� •^ 20 CLEAN OUT SIL FROM ALL BAYS Q z c i N 1 E 01/x' _ T 7Z'-9 .- -.- �--- r7 6 OF THE BOX CUL VERT 1 U EXISTING DO BOX CUL VERT {��- - NOT D /STRU_B - -- - - / f /2 - 1 H,4N NEY� t 2 ten, i Ww Z � � Z O Z v E- w N 28' 45� 3�W - r - ANGLE POINT_ � CHAN 5 ° -------- - _ -� l 6 6 +90.37 5 SEE DETAIL A PMBER TO BF REMO D ti J i V I-,'lS77NG 18° Fir'F EX/STNG' 7RANS/T/ON WALL EX /STING RFTA /N /NG WALL n/O]• 7RANS17709V SLAB DO NOT DIS7URS DO NOT DISTURB No representation is mode of any utilities, (see sheet 14) public or private. Absence of utilities'on El these drawings does not assure that ! _ - SOIL LOG HOLE utilities are present. /f buried utilities �'" A ,/ jaw VE S. ��• ore shown, the location and depth are approximate. The exact location and depth - - -- DAn ,5DA/ of any utility must be determined by the -_ - utility company prior to any excavation. PLAN -. ... - 20 0 20 m _ Scale - in feet 15 10 25' 25' ELEV. 2.72 5 EL£V 2.62 ELEV. 259 EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09 - - 7RAIVS177ON SLAB (see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09 0 — — — EX /STING TRANS. /TON WALL - - 000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000 0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c 000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000 o0000000000000000000000000000' 000000000000000000000000000000000000000000000000000 / h CRUSHED GRAVEL FOUNDA TON PVC MEMBRANE 15 10 SHORING AND CRIBBING 5 0 —5 —5 675 *00 676 *00 677 *00 678+00 679•+00 PROFILE C41ANNEL SwplT :I{s� L_ POINT NAME NORTHING rY> EASTING N STA 676161.37 173, 630.54 1, 654, 007.91 AP � LOW FLOW 173, 649.76 1,653,917.67 AP (V CHANNEL ZE 1,653,987.-96 gym �� °mWrn ��WO 173, 622 76 24031 _ Q =n ZF�O R^ 20 V m W =gym N > Z ^ C =O^ CQW'o =�ii�uNRC CRb �1c \���`�� PT CURVE /p4 TOE OF RIPRAP 173, 700.07 1, 653, 923 03 CID 20 z O U) r 20 15 10 25' 25' ELEV. 2.72 5 EL£V 2.62 ELEV. 259 EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09 - - 7RAIVS177ON SLAB (see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09 0 — — — EX /STING TRANS. /TON WALL - - 000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000 0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c 000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000 o0000000000000000000000000000' 000000000000000000000000000000000000000000000000000 / h CRUSHED GRAVEL FOUNDA TON PVC MEMBRANE 15 10 SHORING AND CRIBBING 5 0 —5 —5 675 *00 676 *00 677 *00 678+00 679•+00 PROFILE C41ANNEL SwplT :I{s� L_ POINT NAME NORTHING rY> EASTING N STA 676161.37 173, 630.54 1, 654, 007.91 AP � LOW FLOW 173, 649.76 1,653,917.67 AP (V CHANNEL 173, 655.96 1,653,987.-96 [ STA 678 -1-30.37 173, 772.92 7, 553, 911.02 PC CURVE ,¢'3 TOE OF RIPRAP 173, 622 76 1, 653, 908. 02 PT CURVE /f'3 TOE OF RIPRAP 173, 638.55 1, 653, 910.50 PC CURVE ,¢4 TOE OF RIPRAP 17J,671,20 1, 653, 925 29 PT CURVE /p4 TOE OF RIPRAP 173, 700.07 1, 653, 923 03 CURIE #VJ DATA CURIAE #4 DATA TOE OF RIPRAP 1 "0E OF RIPRAP A = 30 54'06 " A = 57'42 51 " D = 190'59'09 " D = 190,59,09" R = 30.00' R = 30.00' T = 8.29' T = 16.53' L = 16.18' L = 30.23' " E//SPA/6 GROUND EXCA VA T /ON, P -1 COMMON LIMITS LIGHT, LOSE RIPRAP ELEV. 8.0. mP5p11 , ., EXCAVATION, P -1 CHANNEL, COMMON LIM175 F/L 1ER FABRIC SECTION N. T.S. ROCK RIPRAP N rn FILTER FABRIC DRAINFILL SECTION 4B & 5 N. T.S. -?i4 Soo tf _ EXCAVATION, P -1 CHANNEL, COMMON LIMITS ORAIN�FlL L= C F.2 TER FABRIC STRUCTURE EXCAVATION \ PVC MEMBRANE n AND STRUCTURE BACKFILL (see sheet 16) L /M/ IS SECTION 4C & vC N. T S. , +✓ -fr -YfJ1 II it II � I I o a a - s rn I w QU S 2 n � O i I VNEL, I I OI V c a o u U n 2 h W W 0 O CID �O z O U) w 4 H 4 O hv-I rQ^^ In, Ww Z � � Z O Z v E- w W Q ti J r OFANINO NO ESGR —,3 SHEET � OF I. e/ i N) D �a 20 r STRUCTURE EXCA VA: PON, L /Y/ IS MANHOLE _31 111 IL, L1111 I 70 L LOW FLOW CHANNEL GABIONS 'I-- (see sheet 70) ELEV. 14.0 STPLIC TURE EXCA VA 770N, LIMITS I APPROX. GROUND SURFACE EXCA VA RON, P' CHANNEL, C0AW0N-LA9 /TSj--------- VARIES EROSION CONTROL BLANKET VAR /ES i EXISTING RETAINING WALL Do NOT DISTURB 40 45 50 55 60 65 70 40 45 50 Q Of W ✓ 24037 7 55 60 65 70 tt /0 r2 _5 < -70 N �6 4 20 ti 15 10 zW 0 -5 m N z E- �4 In WI �D a. 11191 RBlMN NO. DRAWNG NO. ESGR-J SHEE r -7 OF _211 E- z E- r'� 5- 90" RCP METRO WASTE — APW VAR + , I 76, 6.0, 6.0' I . 75' VAR /ES SEWAGE LINE AT CLOSEST DRAINFIZ L 12. 0' 1 A PPROXIYA TY L DCA TION TO PROJIECT r TZT N LIMITS ZAYCA IIA TION AND EAR THF1411 57RUCAIRE EXCA VA TION I/U/ 112 R06� P 3: 1' C=01i BLANKET 0— PVC MEYVRAAC-N£ ----- STRU07DRE 3ACX-RU, LIMITS PVC MEMBRANE 5. 0 MIN. VDRA1A4F1ZL FIL 7FF FABRIC e sheet 16) I It NOTE PLACE FIL TER FABRIC BETWEEN DRAIN17LL AND f HFIL AT ART ALL POINTS OF CONTACT —10— -70 -65 -60 -55 -50 -45 _�_40 -35 -,3o -25 -20, -15 -10 -5 0 5 10 15 20 25 jo 35 TYPICAL -CROSS SECTION A. TO STA. 672* 76.26 LC '671*90.32, _ST j, CHANNEL GROUND SURFACE du 5 D 7 ------------- 'EX A TION, P-1 CHANNEL, CA V LIMITS _2lxs7?NG RE DO NOT DAS VARIES`� 5- 30.0, - ------ 29.5 BLEND TO ORIGINAL YlRes. &0' 6.,0' 75' VARIES _N 12" CHANNEL BOT7_011 I V, Ro' CONTROL BLANKET EROSION rl F EXCAVATION 77ON AND EAR 7H ILL, 0-- 6' FIL TER FABRIC "0' PVC MEMBRANE 5 �DRAINFJU 3:1 (see sheet 16) Nom.• PLACE FILTER FABRIC BETWEEN YL A T DRAIN AND EARTHF1 ALL POINTS OF CONTACT _10— -70 -65 -60 -55 -50 -45 -40 -351 -jo -25 -20 -15 -70 -5 0 5 10 75 20 25 jo 35 TYPICAL CROSS .•SECTION 2* 76.26 TO STA. 673 (42.85 A.: 67 ST ROLL 1.57 4 . -J 40 45 50 55 60 65 70 40 45 50 Q Of W ✓ 24037 7 55 60 65 70 tt /0 r2 _5 < -70 N �6 4 20 ti 15 10 zW 0 -5 m N z E- �4 In WI �D a. 11191 RBlMN NO. DRAWNG NO. ESGR-J SHEE r -7 OF _211 E- z E- r'� - 20 ! - EX /STING RETA /N /NG AALL DO NOT DISTURB !� i r.5 I 35 40 45 50 55 60 65 70 20 - - - - -�� -�' LOW FLOW - - - - - -- -- �' P -1 CHANNEL - - of i CHANNEL I N U 15 _ - - - - - - - - - T_ APPROX GROUND SUP „ -At-E a _ - - EXC.4 ✓A 7iON, P -1 CHAN/JEi, ELEV. B.0 COMMON LIMITS - ' - s e VARIES r Zi O 5. -- _ _.. -.. - - - -- __ ., -.. �. -... .. - _ 30.0' - -- -- - -- - -, 29.5'.. � - - - - VARIES 75' 6 0' 75' ' VARIES O 0 EXIS77NG RETAINING. WALL (W� R 12 ROPK N 3: EROSLON CONTROL BLANKET 0 tp w w '... R/PRAP v rQ^^ o EXCAVATION AND EARTHFILL, - - -- - - -- -- -\� - - - - -. _ _. -.. - --.._ PVC - MEMBRANE, LIMITS - -�- - 20 ! - EX /STING RETA /N /NG AALL DO NOT DISTURB !� i r.5 I 35 40 45 50 55 60 65 70 oL9 20 1,5 10 5 0 -10 F , I F a I VIII � of o 0 N U � s W U a W Zi O -- -- - — -- A2PROx_GROUND_ SNREACE N � CIO o O 0 EXIS77NG RETAINING. WALL (W� R ' - - - - -' -.- DO NOT D/S7ZIRB 0 tp w w v rQ^^ o EXCAVA7ON, P -> CHANNEL, , VAR /ES � v COMMON LlM /TS 29,5' z w 5— - i— - -- — QLEND TO OR /G NAC 6 D' 6.0' 7.5' 2B.0" 72” CHANNEL BOTTOM �. J O OJU REMS10N 3' 1. EROSION CONTROI BLA T - R P I EXCA.VA770N AND EAR7HFlLL, 7 - -PW-MEM9A- 7NE,-LIM1T5 -- - -- - -. J f7L rER Fi7BR /C ♦� i PVC MEMBRANE (see she 16) .. 5.0 ORAINF /LL M /N., 3' oL9 20 1,5 10 5 0 -10 F , I F a I VIII � of o 0 N U � s W U a W Zi O H N � CIO o O 0 a (W� R 0 tp w w v rQ^^ o � v z w vn� Q ,c; J O OJU REMS10N 2 Y N0, DRA`MNG N0. ESGI ? -3 SMEE1- U OF n EXISTING RETAINING WALL DO NOT DISTURB 201 -- - - �' ZO4Y FLOW �F P =7 CHANiVEL \ 12.0 CHANNEL 5 >z P -1 CHANNEL, ` 3 0 0 2s 5' COMMO LIMITS N L / -- -- - - _ - - COMMOM /TS 4.5. 6.0 ' 6.0' 75, ` - _ - _ 15 - - - - - rAPPROX GROUND SURFACE o ! 101 24 _ .. - LIGHT,- LOGSE,WRAP-- -- - - -- _ EZEV. 8.0 _ - EXCA VA PON, P -1 CHANNEL, COMMON LIMITS EXISTING RETAINING WALL DO NOT DISTURB �- 20 io I I m' a a a 5 0 0 i 0 s � � V nJ Cl 41 w G o a 60 65 70 N �N O V � 20 15 3 O ^� �Lz 10 C.j Q o 5 � wW �Q � Z -.5 � -10 i 0 0 s NJ Q O N� W U W 0 H y w 0 U W U w O H W E- 0 k \ 12.0 5 >z o ` 3 0 0 2s 5' 4.5. 6.0 ' 6.0' 75, EXCAVATION, P -T CHANNEL, '. � o COMMON LIMITS o ! - EROSION CONTROL BLANKET DRAINF7LL �\ R%PRAl' - - N VA 7701V ANp FARTF;'F /CC,' -. FTL TER FABRIC -' 6" PVC MEMBRANE,', LIMITS EXCA VA77ON AND EAR THFTLL, 5.0 PVC MEMBRANE kv. ORA /NF7LL (see - sheet 15) I 3: I 5 PVC MEMBRANE, UM / TS _ S 0 02 ftjft - - NOTE, - - - PLACE FILTER FABRIC BETWEEN /LL - - DRA /NF AND EARTHFILL AT ALL POINTS OF CON %ACT - 70 -65 -60 -55 -50 -45 -40 -35 -30 -25 20 15 10' -5 0 5 ' 10 15 20 25 30 35 40 45 50 55 TYPICAL CROSS SECTION STA. f 7f�1'O STA. 6'77* 97.61 20 - — T. - -- CHANNEL i �- 20 io I I m' a a a 5 0 0 i 0 s � � V nJ Cl 41 w G o a 60 65 70 N �N O V � 20 15 3 O ^� �Lz 10 C.j Q o 5 � wW �Q � Z -.5 � -10 i 0 0 s NJ Q O N� W U W 0 H y w 0 U W U w O H W E- 0 k BASKET MANUFACTURERS ' BASKET MANUFACTURER S REQUIREMENTS REOUIREVENTS AL T£RNA 7E p AL TERNA TE #2 GABION FASTENING •- DETAIL N rS. DRA/NF/LL AND BACKFILL AT EXIS77NG STREET ALL POINTS' OF'CONTACT �0 NOT DISTURB STRUC7URE BACKFILL, L1MlTS 12" DRAINFILL, L ELEV.14.0 �♦ 3•� ELEV 14.0 PLACE FILTER FABRIC BETWEEN �� 4" M//V. TOPSO /L �� :,s S]RUC7URE BACKFILL, LIM /7S� ORA /NF {LL AND BACKF /CL AT ALL POINTS OF CONTACT �♦ 3' X 3' GAB /ON BASKET STRUCTURE BACKFILL, UM/TSs k X X X GAB /ON BASKET ` ORAINFILL, LIMITS 1.5' X 3' GAB /OPi.BASKE PLACE FILTER FABRIC BETWEEN - ORA/NFILL, LIM /TS \ \�� DRA/NF/LL AND BACKFILL AF 9" ALL POINTS OF CONTACT ._ >2 20 T 12" 2O, 9' X 6' RENO M.AT7PESS 9.'X 6' RENO MAT7R£S5 -- - -1.5' X 3: ' :GAB /ON- BASKET 1.5' X 3' GA8 /ON BASKET 3" X Y GAB {ON BASKET X X Y GABION BASKET SECTION SECTION 24037 5 0 5 - 5 0 5 Scale in - feet Scale in feet tls`SbNA` - ROLL 157 4 >2" - A j 3. I ELEV. 14_0- - - X X Y GASION BASKET IL 2 4 MIN. 9' X 6' RENO MATTRESS SECTION 5 0 5 Scale in feet CID, D -aAk/� ofI z i z O O a a i I Q O 0 N 0 Q � Q IO vl � CQ W w V LV c� a w U �W 2 � r J W z 0 H W z 0 O W 1� U_ O H W H Q 6 h j i RENSION NO DRAWNG NO ESG//R —.3 SHEF.T_�v D� I ro A 6" PERFORATED 6" 90' ELBOW 5" END CAP PVC DRAIN PIPE S.W CORNER OF S. R. 405 BOX CULWRT ..'- : 40 "'0" --- -- - -- - 35 N. W. CORNER OF S. R. 405 BOX CULVERT 20' -O° ': ELEV & 0 , S. W. CORNER OF..GRADY WAY BOX, CULVERT 40 -`0' III I i 0 1� 6 (FLAT 70P) 3, -0" 12' - -0" 2' -0" A UNEXP PLACE FIL 7ER FABRIC BETWEEN DRAINFILL AND EAR THFILL AT ALL POINTS OF CONTACT - 12" 40'-0" WI.NGWALL AT S. W. CORNER OF S. R 405 BOX CULVERT COVER PIPE OPENING -' N,,W S STEEL 1 =6" REEN 57RUC7URE - -- X.7 BACKFILL, 6 "- PERFORATED -- - LIMITS EX /S71NG BOX PVC DRAIN PIPE : CULVERT WALL o A ELEV. 1.0 - DE7AIL -- o ., 0. � �„ Or. •,-, " i-, 0., �• >, O'r; Oi�,. O O I _ 0Or.©Or�0OOOr00 00000 0 0 0 0 o O o 0 o o o 0 0 0 0o 0 o o 0 0 0 O O O O O O IIIIO O O O O O O O �. C 10000,00000 O O O O O O OC G , - WWWALL LOC MV A 8 S.W CORNER OF S. R. 405 BOX CULWRT ..'- : 40 "'0" �:£LEV 10.0 N. W. CORNER OF S. R. 405 BOX CULVERT 20' -O° ': ELEV & 0 , S. W. CORNER OF..GRADY WAY BOX, CULVERT 40 -`0' ELEV 15.0 30 6 (FLAT 70P) NOTE 'NEWS AND, DETAILS REPRESENTED ON THIS SHEET ARE TYPICAL FOR THE 7HREE WINGWALLS INCLUDED IN THIS - CONTRACT.' STEEL SCHEDULE LOCATION MARK WAN. S72E TYPE LENGTH o b 0 UNEXP & STY 1 30 6 K -6 14' -0" 12' - -0" 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 70 5 ST 39' -2" 39' -2" 14' -5" �-- _ UNEXP & BTM CJD 29 6 21 8' -0" 6' -0" 2' -0" _ UNEXP & STY 4 59 6 21 5' -O" Y -0" 2' -0" TOP 5 9 6 ST 38'- 11" 3B' -71 " EXP 6-D 2 5 21 15' -7" 13' --7" _ 2' -0" TOP 7 2 6 ST 39' -8' 39' -8" TOP 8 11 6 ST _ 39' -7" 39' -7" STY C 9D 9 5 ST 38'-11" 18' -11" 8 & TOP C 10 2 7 ST 1' -9" 1' -9" BTM & TOP 71D 2 7 ST 2' -5" 2' -5" BTU C 72D 2 5 ST 39 " -8" 39, -8" 3 T C 13 1 5 ST 39' -6" 39' -6" BTM & TOP 14 118 7 ST 10'-8" 10' -8" UNEXP 15 4 5 VL -5 19'-g" 79' -9 AV EXP 16 39 5 K -7 14' -0" 12' -0 AV 2' -0" EXP C17D 5 1 6 1 K -8 16' -3" 16' -3 AV EXP &UNEXP 18 2 1 5 1 ST 39' -4" 39' -4" 20'-0" KNGWALL AT IV W CORNER OF S. R. 405 BOX CULVERT STEEL SCHEDULE LOCAMV MARK OVAN Sl r TYPE LENGTH c b c UNEXP& BTU C 1 15 6 K -2 13 =1" I1' -1 AV 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 8 5 ST 19' -2" 19' -2" 14' -5" �-- �.Kr S(z(9L -UNEXP & BTM C JD 14 6 21 8' -0" 6' -0" 2' -0" UNEXP & BTM C4D 29 6 21 5' -0" 3' -0" 2' -0" TOP c5D 9 6 ST 18' -11" 18' -17" EXP 6 2 5 21 15' -7" 13 =7" 2' -0" TOP 7 2 6 ST 19' -8" 19' -8' EXP & TOP c8D 9 6 ST 19' -7" 19' -7" STY 9 9 5 ST W-11" 18' -11" BTM & TOP 10 2 7 ST 1' -9" 1' -9" BTM & TOP C 11 2 7 ST 2' -5" 2' -5" BTM 12 2 5 ST 19' -8" 19' -8" BTM C 13 1 5. ST 19' -6" 19' -6" 87M & TOP 14 78 7 ST 10' -8" 10' -8" UNEXP 15 6 5 IL-1 9' 10" 9' -1O AV EXP 15 19 5 K -3 13' -O" 11' -0 AV 2' -0" EXP 17 7 6 K-4 8' -10" 8 -10 AV EXP & UNEXP 18 2 • 5 ST 20' -4" 20=4" 40' -0" KNGWALL AT S. W. CORNER OF GRADY WAY BOX CULVERT STEEL SCHEDULE LOCAMLIV, MARK WAN. SW TYPE UN07H o b c UNEXP & BTM 1D 30 6 21 15' -7" 14' -6" 2' -0" 14' -6" _.I I_.. "IN -_ UNEXP 2 8 5, ST 39' -2" 39' -2" 14' -5" �-- �.Kr S(z(9L UNEXP & BTM 3 29 6 21 8' -0" 6-O" 2' -0" UNEXP & BTU C 4D 59 6 21 5' -0" X -0" 2' -0" TOP 5 9 6 ST EXP C 6D 2 5 21 15' -7" 13' -7" 2' -0" TOP 7 2 1 6 ST 39' -8" 39' -8" TOP (8D 9 6 ST 39' -7" 39' -7" BTM C .9 9 5 ST 36' -71" 38' -11" BTM & TOP 10 2 7 ST 1' -9" 1' -9" B7M & TOP C 71D 2 7 ST 2' -5" 2' -5" BTM 12 2 5 Sr 39' -8" 39' -8" BTM 13 1 5 ST 39' -6" 39' -6" BTM & TOP 14 118 7 ST 10' -8" 10' -8" UNEXP 15 7 5 ST 39' -2" 39' -2" EXP >6 39 5 1 21 15' -7" 73' -7" EXP 17 7 6 ST 39' -7" 39' -7" i I I � � I < r= r a a 0 0 ❑ ❑ i m O yv Q � W ^� U) O z C ^ 0 'V U � U a �D �I I CG v� Q �v w Q� w Q h j < RENSION NO DRANING N0. ESGR -3 ;NEE 11 OF 21 EM r BAR TYPES SPLICE LENGTHS 0 =3' -0" to 16' -7" 0 =8' -1" to 37' -6" �_ MIN o o= 9' -IOAV o =19' -9 AV -_19" f _ if ST K -1 K -5r5 Of / % b� a -7' -8" to 14' -6" b a =11' -1 AV 0 -9' -7" to 6 a= 12' -0°4V 14' -6" _.I I_.. "IN -_ 403' = 21 K -2 K -66 �!!�MAI 0 -7 =8" to 14' -3" AV 0 -9' -7" to b o =12' -0 AV 14' -5" �-- �.Kr S(z(9L K -3 K -7 lf`7 • - 0 =0' -8" to 17' -0" o=8'-/O Z -4 AV K -4 0 =0' -8" to 0 =16 =3 AV K -B 31' -11" • 2® � 7 i I I � � I < r= r a a 0 0 ❑ ❑ i m O yv Q � W ^� U) O z C ^ 0 'V U � U a �D �I I CG v� Q �v w Q� w Q h j < RENSION NO DRANING N0. ESGR -3 ;NEE 11 OF 21 EM r D,, #7 !Z) #5 11 #7 10 #7 mL NI m f ^i N N 3B ® 6" PLAN TOP FLOOR / EXPOSED WALL 1 0 5 Scale in feet #7 #7 I r 19 J6 ¢'5 ® 12" 1¢15 � I o 0 a w a F- z 0 — J � N � Q Q U LT ohs �U w� o Q a Q i. 11 ELEVATION ®C O i Z 4037 7 2 EXPOSED WALL / TOP FLOOR O Y` 111, 'IsUNm- 1 0 5 k tt�����•��1 REwSON NO Scale in feet CrP, cs 91z�ri ORANING N0. ESGR -,399 SHEET OF --21 G A B \ EX1ST/NG SR. 405 BOX - - - y -- - - - --- ----------------L--------------------=--------------------c- \ \\ \ \ 65' -21i \ A. \ \ #5 6—I `I 0 5 # #5 1 5 0 5 & NEW WINGWALL I # I 5 \ \ 1 ; 6 "( I 23 11 #5 ®a " "" 24 12 #5 9 6" 73 11 #5 ® 6" 4 BARS 0 6"" 7 #5 \ \ PLAN BOTTOM FLOOR / UNEXPOSED WALL - IV 1 0 5 10 Scale in feet \ \ \ t ------------------ T ` - - - - - - / -- S R-. - 40 5 - BO X , --------------------- --. \ - --- - - - - -- --- ---- ---- - - - - -- -' — — — — — — — — — ------------------------------ - - - -- - - -�� - -- \ 24 22 f5 ® 6" 25 20 #5 ® 6" 74 #3 \\ \ \ 6 \ B 72 0 ¢5 ®6" 2� #5 4 #5 1 1 ( I ( ( 1 I ( / Co ( NEW WNGWALL ( / 6"( I EX /ST /NG RETAINING WALL m iii \ \ \ EXIS17NG RETAINING WALL i r —{ .� 1B #5 ® 6" I ' \ 1 + °--- - - - - -- - -A - -- �' 1 N £X/S77NG RETAINING WALL EX1577NG SR. 405 BOX �, ErP ros 6(zj9 T � 130 j 1- - - -- 14 45 NEW WINGWALL 13 (. vI 4 1 #5 ®6n 32 120 21 5 ® 6" ' 4 boys ®6" EX /ST /NG RETAINING WALL m iii \ \ \ EXIS17NG RETAINING WALL i r —{ .� 1B #5 ® 6" I ' \ 1 + °--- - - - - -- - -A - -- �' 1 N £X/S77NG RETAINING WALL EX1577NG SR. 405 BOX �, ErP ros 6(zj9 T � 130 j 1- - - -- 14 45 NEW WINGWALL 13 (. vI 4 1 #5 ®6n 32 TOP FLOOR% EXPOSED WALL 1 #5 f5 34 15 4 ¢5 1 #5 #55 6" 4 120 2 booms ® 6" #5 ®6 ", #5 , - ='O � Scale:.: =in feet 62 -9 j v EXISTING S. R 405.90X �1 -1 i i 6 °`i 1 2 #5 I I 5 #5 i I I I / F -L / L------- NEW MWGWALC " EX /ST /NG RETAINING WALL m iii \ \ \ EXIS17NG RETAINING WALL i r —{ .� 1B #5 ® 6" I ' \ 1 + °--- - - - - -- - -A - -- �' 1 N £X/S77NG RETAINING WALL EX1577NG SR. 405 BOX �, ErP ros 6(zj9 T � 130 j 1- - - -- 14 45 NEW WINGWALL 13 \ \I I f ELE YATIOlY EXISTING RETAINING WALL EXPOSED WALL / TOP FLOOR 1 0J 10 Scale in feet P � �xl I ROLL 157 4 �� 8� #3 9 6, MATCH EL_ < ✓AT)ONS 314 " PREFORMED ✓0 %N T F /L L t-,? ,#'5 01 6" EW, EF I EX /STING 9" WATE1?570P 0 3/4" PREFORMFO ✓0 /1V r'LLFR #5 6" - E XI STING BOX CUL ✓ER' rL OOR 'I II NEW WINGWALL FOOTING SECTION 0 1 0 2 Scale in feet SECTION 1 0 2 Scale in feet TCH ELEVATIONS 14 " PREFORMED JOIN FILLER XIST /NG 9" WATERSTOP %4" PREFORMED JOINT FILLER XI5'7 /NG BOX CULVERT FLOOR " WA TERSTOP 'ONSTRUCTION JOINT 5 ®6 "£W, EF OUNDA77ON BACKFILL - -- 2, #3 ® 6" MATCH ELEVA77ON 3/4" PREFORMED JOINT FILLER EX /S77NG 9" WATERS70P I o EXlS771VG BOX CULVERT FLOOR e I o 18 #5 ® 6" - - - -- 0 ELEV. __>.O 314" PREFORMEO )DINT FILLER I I I I EXISTING RETAINING WALL FOOTING t -------------- 00,21440010 SECTION % 1 Scale in feet o o ; F I F I � c o I I J � V 0 � j V 0 0 z � o � U u a o a � LTS 6 � W 2 U 3 W 0 H M H W z 0 U 0 n � 2 O E- o � y co Qi lam. 0 Q E- v w C+. w Q J o o Y REVISION NO. DRAMNG NO. ESGR -,3 SHEET- JOE . 21 L' 'k ^ei (. vI 4 1 #5 ®6n 32 1 #5 f5 34 15 4 ¢5 1 #5 #55 6" 4 120 2 booms ® 6" #5 ®6 ", #5 , - ='O � 62 -9 j v \ \I I f ELE YATIOlY EXISTING RETAINING WALL EXPOSED WALL / TOP FLOOR 1 0J 10 Scale in feet P � �xl I ROLL 157 4 �� 8� #3 9 6, MATCH EL_ < ✓AT)ONS 314 " PREFORMED ✓0 %N T F /L L t-,? ,#'5 01 6" EW, EF I EX /STING 9" WATE1?570P 0 3/4" PREFORMFO ✓0 /1V r'LLFR #5 6" - E XI STING BOX CUL ✓ER' rL OOR 'I II NEW WINGWALL FOOTING SECTION 0 1 0 2 Scale in feet SECTION 1 0 2 Scale in feet TCH ELEVATIONS 14 " PREFORMED JOIN FILLER XIST /NG 9" WATERSTOP %4" PREFORMED JOINT FILLER XI5'7 /NG BOX CULVERT FLOOR " WA TERSTOP 'ONSTRUCTION JOINT 5 ®6 "£W, EF OUNDA77ON BACKFILL - -- 2, #3 ® 6" MATCH ELEVA77ON 3/4" PREFORMED JOINT FILLER EX /S77NG 9" WATERS70P I o EXlS771VG BOX CULVERT FLOOR e I o 18 #5 ® 6" - - - -- 0 ELEV. __>.O 314" PREFORMEO )DINT FILLER I I I I EXISTING RETAINING WALL FOOTING t -------------- 00,21440010 SECTION % 1 Scale in feet o o ; F I F I � c o I I J � V 0 � j V 0 0 z � o � U u a o a � LTS 6 � W 2 U 3 W 0 H M H W z 0 U 0 n � 2 O E- o � y co Qi lam. 0 Q E- v w C+. w Q J o o Y REVISION NO. DRAMNG NO. ESGR -,3 SHEET- JOE . 21 L' 'k ^ei �\ EXISTING SR 405 BOX -- - - -- -- --------------------=- '>' - -- -- ------ - - - -.- \---------------------- -- - - - -- �`-'-- ------------------ =---------- - - -- -- - r------------------- -t-' - - -- ---- - - - - -- - - --- -------------- - -�--� \ \ J #r5 /2" A \ TRANSITION WALL SCHEDULE STEEL SCHEDULE LOCA7701V 66' OUAN. L TYPE LENGTH a b C - -ALL 1 \----------------- 5 ST - --------------------------=----------------- - - - - -- --------------------- EX /STING RETAINING WALL - EX /STING TRANSITION WALL 2 2 PLAN ST 4' -4" BOTTOM FLODR -: 1 0 510 ' 5 57 ®12' Scale in -feet - - _- ST 4 " -8" 4' -8" K BTM & TOP TRANSITION WALL SCHEDULE STEEL SCHEDULE LOCA7701V MARK OUAN. SIZE TYPE LENGTH a b C - -ALL 1 82 5 ST 20• -0" 20' -0" _ STY & TOP 2 2 5 ST 4' -4" 4' -4 STY & TOP 3 2 5 ST 4 " -8" 4' -8" BTM & TOP 4 D 2 5 ST 5' -0" 5• -0" BTM & TOP 5 2 5 ST 5' -4" BTM & TOP C 6 2 5 ST 5• -8" 5' -6" BT,U & TOP 7 2 5 ST 6 " -0" __- BTU & TOP 8 2 1 5 ST 6' -4" 6' -4 BTU & TOP 9 2 1 5 ST BIM & TOP 10 2 5 ST 8 T & UNEXP 11 96 5 21 8' -4" 4• -1" _ 4' -3 _ BTM & UNEXP 12 24 5 27 6,-70" 4 " ->" 2'_9" BTM & TOP 13 2 5 ST i " -3"' EXP & UNEXP 14 4 5 17 2• -9" 1' -7" 0' -701" 0' -4" BTM & TOP 15 2 5 5'T 3' -2" 3• -2" BTM & TOP 16 2 5 ST 2' -1" 2' -1" BTM &TOP 17 2 5 ST 1 • -O" I'-o" BTM & UNEXP 18D 5 5 17 61-9" 71-7" _ 2' -10" 2' -4" BTM & UNEXP 19 1 5 21 2' -10" 2'- 4" 0' -6" BTM 20 1 5 21 Y- 7" 2'-4" 11-j" TOP 21 120 5 ST 4' -1" 4' -1" BTM & EXP 22 96 5 21 5' -4" 4" -8" 0• -8" -_ 8 T & EXP 23 25 5 21 3° 5" 2 -9 "' 0' -8" HAIRPIN 24 131 3 UNEXP 25 2 5 ST 11' -0" 11'-0" UNEXP 26 2 5 ST 13' -1" 13' -1" - UNEXP 27 2 5 ST 7' -6" 7' -16" UNEXP 28 4 5 ST 2-5' 2' -5" EXP 29 2 5 ST 14' -0" 14' -0" EXP 30 2 5 ST 12' -0" 12• -0" _ EXP 31 4 5 ST 2' -7" 2' -7" EXP 32 2 5 ST 8' -5" 8' -5" EXP & UNEXP 33 4 5 21 5' -3" 4• -7" 0• -8" EXP & UNEXP 5 5 19 9' -5" \� -- - - - -- EX --- S. 405 BOX }` C: \ - -- - - - - -- - - -- - - -- - - -- - -- - -- - -- --- - - - - -- - - -i -- - - - -- - - - -- -------------- - -'� -- - -- -- - - - - - - -- - ----- -� -� -- -= - - - -- - - =r'� TRANSITION SLAB SCHEDULE 5 (2) f6 5® f6 5 5 2 f6 ©#6 \ \ ® 12" ® 12" , x`72 ® 12° SPLICE LEN_ G'THS _I ,ys SURFACE TO MATCH EXIS771VG BOX CULVERT AND '7RAAlSI77ON`WALL CULVERT AND 7PAIVS177ON WALL MATCH ELEVA7701VS MATCH ELEVATIONS CULVERTAND TRANS17701V WALL APPROX. ELEV. 2.>2 APPROX. ELEV. 2.12 APPROX.. ELEV. 012 I I EXISTING WATERSTOP I I 6 5 ¢6 5 ¢6 DETAIL CONTRACTOR,9 VERIFY DIMENSION 1 -3 11'-0 °6 I ��V11 - --� �O �#6 5 ¢b i i N. T.S • •• - / JOINT F /LLE JOINT F /LLER o ; EXISTING RETAIN /IVG WALL i 3 4 ° R I I 58 _ �- 1 =3" I .. - 56• R D7 r t 5 5 ,y8 FXl 77NG BOX CUL VERT �O6 516 3 /4 "'✓O /NT FILLER _ FOUNDATION BACKF/LL -tea ov+ - - - - -� �l EXISTING WATERSTOP 45' 51 '6 - -- - ELEV. 1O Q, �, (" I FOUNDA7701V SACKf 51 J a :Z _ ® I L e ®� CA FOUNDAT /ON BACKF /LL� 13 -0" 4 ---- - - - - -- ' � 7r 3 �- EX /ST /NG TRANSITION WALL 5 5 � �• r r 11 £SA7NAL ``� , SECTION SECTION SECTION 1 0 5 1 D 5 1 0 5 .SWP • ?' • 2�9 Scale in feet - Scale in feet Scale in feet ... .o cF v' 5'Wm-., - '�..'il,i -.'n#M4.1... r ,' �d. F.- . s -.. • N P x„A ,e el" -Ts, o. mummsmillm., o- `p'is .K ^H- �2P.,f p . � ROLL 157 14 i j I � I � I I � a i F ro rn i a m � k � n a a n o J U A Jj m w o In N b n `1 1 �W k O U h O � W 2 r i� W z O E-+ W z O U O W a �I O , ti J 2 Y ESGR -3 SHEET-1-40F 21 E-+ z W E-r Q I m v SEE SLOT �DITCH DETAIL CHANNEL BOTTOM CROSS SECTION /V TS NOTE. Pic c & blanket on slopes perpendicular 11 the direction of flow. USE A COMMON ROW OF STAPLES Place blanket on channel bottom ON ADJOINING BL, NKETS CHANNEL BOTTOM parallel to the direction offlow J. STAPLE E T 24037 it PLAN 40 0 40 Scale in' Feet /-- EROSION CONTROL BLANKET III II III —F LEGEND EMAREA COVERED BY ERCOSION CONTROL BLANKET SLOT DITCH DETAIL N. TS. I i i O L LZ QS PIZ: C0 rya O E- CO O 0 U) W 04 �D E- z E- Y) REMS19N NO, DR—NC NO, �E-SGI?-,3 EET15-01 _Z1 r'�'1 SST NUT SST WASHER 1/4" X 2" CON TNUOUS SST BATTEN W/ 118" RADIUS CORNERS SEE NOTE 2 3116" X 2 112" C01i177N000S NEOPRENE COMPRESSION STRIP SEALANT CAULKING NEOPRENE ADHESIVE 2" STRIP BUTYL CAULKING TAPE 318" DIA. X 2 3/4" MIN. EMBEDMENT SST EPDXY ANCHORS ® 12" SPACING 8" V A i 12" END OF CONTRACTOR SHALL GRIND GE07FX77LE 114 ROUND CORNER SMOO TO PR07ECT THE LINER 6 . A PVC MEMBRANE b 2 NOTES GEOTEXT7LE (TACK TO GE07FYTLE TO EXTEND 5' MIN. 7. If existing moteriol meets requirements PAST EDGE OF F0077NG for earth till for PVC Membrane exccvcte TOP OF F0077NG USING EXISTING MATERIAL (UND/SIURSEO), to membrane grade taking core to leave SEALANT CAULKING) OR EARTH FILL FOR PVC MEMBRANE o smooth, unrutted surface. SEE NOTE 1 I 2. Apply caulk around anchor stud before I I installing the batten. ATTACH. Mr�1.ENT DETAIL i I i i I I Y% n X o e � o COMPLETEL Y BOND EDGE, SOLVENT LOOSE EDGES NOT ACCEPTABLE PVC MEMBRANE WELD SEAM 2" MIN PVC MEMBRANE- NorE Welds shall be continuous WELD SEAM and wotertight. - 3" MIN. �..I. LAP PVC MEMBRANE FIELD SEAM DETAIL N T. S c N v � Q Q O� �a O� w �W �o V v 0.� w U w z O 1. E- w V) O U O H� U w O W I j O 0 z RENSION NO. DRAW.NO NO, ESGR -3 SHEET ��! C OF _ V i 1 3 - 2" TO 3" DIA. FISH REST /NG BOULDERS LOW" FF —� CHANNEL FLOW � LOWS W CHANNEL \ 30' . - 2 O 3" DIA. FISH RESTING BOULDERS (see detail B) SOW LOG W7TV ROOT WAD \ OUAN. J Jf COMMOYY NAME o 1/2" GAL V. IJ WIRE ROPE p h. CONCRETE BLOCK HARDWOOD CUT77NG, 2 ft. o.c. (see detail A) AMELANCHIER FLORIDA NOTE- FASTEN WIRE ROPE WITH 1/2" GAL V. WIRE ROPE CLIPS �Y V. 6�sU PLANTING LIST OUAN. SGEN7717C NAME COMMOYY NAME SIZE SIZE 520 SAL/X COTTE77 BANKERS DWARF WILLOW 4 ft. HARDWOOD CUT77NG, 2 ft. o.c. 75 AMELANCHIER FLORIDA PACIFIC SERV/CEBERRY 5 gal. CONTAINER 3 ft. o.c. 75 MAHON/A AOU/FOLIUM TALL OREGON GRAPE 5 gal. CONTAINER? 3 ft. o. c. 75 CORNUS STOLON/FERA ' REDOSIER DOGWOOD 5 got. CONTAINER" 3 ft. o.c. 75 PRUNUS K/RLG/N/ANA OEMISSA COMMON CHOKECHERRY 5 gal. CONTAINER" 3 ft. o.c. 0000 0 c0 0 p000o 0000 u 00000 TREE #8 REBAR NOTE Fasten fish restir7g boulder to tree with ,f8 rebor inserted through the tree and 6" into boulder. Use an epoxy system to anchor the rebor to the stone. #5 RFBAR 11v18EDDCD 6° i INTO CONCRETE � I I n\ i 2 w II > I DETAIL A 2 0 2 n Scale in feet � Mi \,z a a 2" TO 3' DIA. F /5%l RESTING BOUCOE,4 I I G O n �" -ROOT WAD m s ` U w AA h o `2" TO 3" DIA. FISH RESTING BOULDER PLAN ROOT wAD 2" TO 3" DIA. FISH RESTING BOULDER g TREE TRUNK h 0 N t CUT ROOTS NEXT TO CHANNEL BOTTOM ELE/A TION DETAIL E 2 0 2 iiiiiiii Scale in feet 0,414911 PLANTING DETAIL NTS C/7., LJ- 2/(4,47// TOPSOIL 7 PEAT MOSS AND MANURE) O � W z CJ h t-+ J � Z ��\ 0 O � � Imo.. O O co H a �4 �D Q Q° ti � Q ~ wL4 Z O Op � z � w �± Q U? ti j C� 2 REASON NO. DRAWING NO. ESqGpR —J SHEET /rte Of Z1 IJ i. REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 P84 7/2/87 6/3/87 40 GRND ELEV 40— ELEV 15.0 REFERENCE: Geotechnical Report 12.0 SM 0 — WATER P —S — Gray /black, poorly graded, fine sand ti SW — to medium sand — Brown, poorly graded, fine to SW— Brown, well graded sand medium sand CHANNEL BOTTOM SM _ occcs✓oncl small groveis LF CHANNEL BOTTOM 10 -- CHANNEL BOTTOM 10 — SP _� — Gicy fine grained, poorly _ grace/ to 112" = 20— graded sand with sill ti LF CHANNEL BOTTOM .. SW— _ Gray, well graded, gravelly by CH2M Hi// SM sand 20— W O _ silty sand with lenses of wood and 30— W SOIL BORING LOGS O gw— _ Gray, sandy grave/ with to coarse sand, some fine to coarse gm 5 -10% silt 30 — REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 PB6 7/2/87 GRND 40 EC EV ELEV 40— 15.0 REFERENCE: Geotechnical Report 0 — SM i Brown, poorly graded, silty 0 — sand ti SW — SP — Brown, poorly graded, fine to 10 — WA TER medium sand CHANNEL BOTTOM 20— graded sond LF CHANNEL BOTTOM 10 SW f Gray, well graded sand with - - SW — _ grace/ to 112" = 20— _ with sill ti by..CH2, Hill .. W — by CH2M Hi// 30— Very loose to loose, dark gray, fine REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 B9 7/2/87 7/1/87 40 EC EV GRND 40— ELEV REFERENCE: Geotechnical Report 10.0 REFERENCE Geotechnical' Report 0 — ti SW — SM — grow,' silty Eand CF CHANNEL @OTTOV WA TER Ookesda/e Avenue 20— graded sond CHANNEL BOTTOM 10 -- - LF CHANI ✓EL BOTTOM - - SW — Gray, well graded sand W _ with sill W by..CH2, Hill .. 20 — by CH2M Hi// Very loose to loose, dark gray, fine W O _ silty sand with lenses of wood and 30— peaty material REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 4u — 7/2/87 GRND 40 EC EV GRND 40— 0 — REFERENCE: Geotechnical Report Tor„ loose, ire to meth, REFERENCE Geotechnical' Report silty sand I a — WA TER ti SW — Ockesddle Avenue -- CF CHANNEL @OTTOV _ Ookesda/e Avenue 20— graded sond Loose to med dense, gray, fine 10 The City of Renton to coarse sand, little fine gravel - - The City of Renton W _ LF CHANNEL BOTTOM - by..CH2, Hill .. = 20— .- by CH2M Hi// Very loose to loose, dark gray, fine _ silty sand with lenses of wood and O peaty material SOIL BORING LOGS Med. dense to dense, dark gray, fine B17 — — to coarse sand, some fine to coarse B -1 medium sand gro vel Very dense, gray, med to coarse sand, 7187 _ some fine to coarse gravel, trace of 1018184: silt in lenses 40— GRND GRND GRND ELEV ELEV ELEV 0 — 16.0 14.0 15.0' ' — Topsoil 0 — ML `..with - Light brown very fine sandy silt 0 — Brown block,. silty fine sand with SM — Brown, silty sand a trace of organic molter SM — .gravel, woody organic matter and WATER ML ML 50150 sond /fines SP _ Dark brown very Ane sand with asphalt SP _ Red brown, : poorly graded fine sand — a trace of silt CHANNEL BOTTOM S.M — Groy, silty fine to medium sand with 10 — 10— — LF CHANNEL 8OT7-0M 10 — occasional grovel CHANNEL BOTTOM SP — Black fine sand with a trace of silt Gray, line to coarse sand and grovel W LF CHANNEL BOTTOM tW Q. W _ (loose to med. dense, wet) 20— SW — Gray, well graded sand = 20— SP — Block fine sand 20- - Z ti SW— Occasional lenses and pockets of silt GW —: and fine sand 30- 30— Gray, poorly graded, fine to - Grades to dense medium sandy grovel. - 40— -.. 40 —. - 40— REFERENCE, Geotechnical Report REFERENCE: Consultation REFERENCE'Box Culvert.SW. 16th St. _ Oakesdole Avenue - Grady Way. Box .Culvert City of Renton '.. - The City of Renton The City of Renton - - - Geoengineers, Inc. by CH2M Hill by Geoengineers Incorporated SOIL BORING LOGS s"M►jo - j� —jik9 REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 TH -1 7/2/87 GRND EC EV GRND 5. 0 0 — Tor„ loose, ire to meth, SM - -- silty sand I a — WA TER ti SW — CHANNEL. BGTTOIV -- CF CHANNEL @OTTOV _ Croy, medium to coarse, well 20— graded sond O 30 — 40 — REFERENCE, Geotechnical Report Ookesdale Avenue The City of Renton by CH2M Hill D t,. 24,44 9102 REFERENCE' Geotechhnical Evaluation S.R. 405 Box Culvert Anderson, Blbmstcd, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc. TH -1 6/12/86 GRND ELEV 15.0' 0 — Very loose, red brown, mottled _ silty sand _ Loose to med dense, gray, fine 10 _ —WATER to coarse sand, little fine gravel Medium dense, gray, fine to CHANNEL BOTTOM W coarse sand and fine gravel LF CHANNEL BOTTOM - Medium dense, dark gray, fine = 20— — to coarse sand Very loose to loose, dark gray, fine _ silty sand with lenses of wood and O peaty material Med. dense to dense, dark gray, fine 30 — — to coarse sand, some fine to coarse — medium sand gro vel Very dense, gray, med to coarse sand, _ some fine to coarse gravel, trace of silt in lenses 40— REFERENCE' Geotechhnical Evaluation S.R. 405 Box Culvert Anderson, Blbmstcd, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc. REFERENCE: Geotechhnicoi Evaluation SR. 405 Box Culvert Anderson, Bjomstad, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc F ' a i h Q I i i u G a a w N O (� H V O �O "1 h W � U W U W z 0 E- w z 0 U R-� H' 1� U 0 E-+ Z W E- W Q h J V ®.) REVISION ND. DRAMNG ND. ESGR -3 'i EET / �/ 9OF 21 an I I yt. TH -2 6/12/86 GRND ELEV 14.0' 0 — Loose, red brown, fine to _ medium sand Medium dense, gray, fine to _ coarse sand and fine gravel 10 — CHANNEL BOTTOM WATER LF CHANNEL BOTTOM Medium dense, dark gray, fine to 2 20— — medium sand h W O 30 — 40 — REFERENCE: Geotechhnicoi Evaluation SR. 405 Box Culvert Anderson, Bjomstad, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc F ' a i h Q I i i u G a a w N O (� H V O �O "1 h W � U W U W z 0 E- w z 0 U R-� H' 1� U 0 E-+ Z W E- W Q h J V ®.) REVISION ND. DRAMNG ND. ESGR -3 'i EET / �/ 9OF 21 an I I yt. i �-- EASEMENT LINE 4" CRUSHED SURFACING ON COMPACTED SUBGRADE PROKDE 1' CLEAR BETWEEN >: 1 MAX GUARDRAIL AND L1GHTP� OLE EXISTING LIGHTPOLE PAD I I TO EXlSi7NG GROUND 12' -6" SECTION SHOP BEND TO 29 AT EASEMENT LINE � - + DIMENSIONS SHOWN. F7£LD VERIFY �F ti NEW GUARDRAIL TYPE l iiS�NC c�oGN� O 35. RESET CONCRETE BARR IER PER PLA;1 COMPACT STRUCTURE BACKFILL TO 2 - A80 VE GRADE TO ACHIE ✓E 34 " MIN. R6-OD GRADE ON TOP OF \ IBARRER. —I �, 2' ,VIN —►I f�___ _ _29 I�' EXISTING GROUND 'oe EXISTING BOX CU[. AVERT -/,ST/N(, CONCRETE BARRIER, '_ F REMOVE AND RESET TO EDGE OF PEDESTRIAN TRAIL AS PER PLAN v o: SECTION zl a 5 0 5 Scale In Feet ti o- QI VI � Q 0 0 �j 4 C� 4 3' X 3' GABON BASKET (TYP) FIELD VERIFY HEIGHT AND LENGTH OF GABON WALL REOUIRED DETAIL Q ,0 0 10 Scale -in feet 042144913 TYPICAL CROSS SECTION TYPICAL STA. 0f9816 TO SW GRADY WAY 5 0 5 Scale in Feet GO; C-7 --l/ rR" / "' DRAWNG N0, ESGR -3 SHEET21aF 21 7ez-u �W y +� t-� W V, Lo hIW z 0 X 1.5' GASION BASKET (TYP) J Z �o O� 0 k �z a( W k Qo � a Q� U W W ti Q � ti J DRAWNG N0, ESGR -3 SHEET21aF 21 7ez-u