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HomeMy WebLinkAboutR-378001AS BUILT 776 ya SR 515 SE 196TH TO CARR ROAD RING COUNTY WASHNGT01: E'TATE DEPn RTMENT OF TRAN"TATION OLYMP'. A.- ASNIWTON SCALE JpRR.11NCN• 90 FEET YERT.INCN• S FEET STATIONa17J CO L10 STATION 3.]I+ 73.p CONSTRUCTED LENGTH MILE CONT11CT- 24.lA1 F,A.NO.STArF ?t&,WaTCONTRACTOR LPYNO CCri+ %.T2unTOry WORK BEGUN 1.1I IRB 3WORK COMPLETED PROJECT E NGINEER N LFC(3ll) (Art I A 1ST ROISTRICf TRANSPORTATION ADMINISTRAT011 K+r gpCK STR. SAC K ARIIOYED IE E ,•� SECRETARY OF TRANSPORTATION l I- - , CT NO; 1_ 13 13 - �3 - 3 35 - 38 - 42 A - . V q io �l Q \ l t 11 �\ ! j f r vim •..} DRAWN _ LAPPr -- NECKE3 �. ENG_R V � n•+�n—�N _ ST A0Y DOT R v 221 -00 Revised 6is0 N D E X INDEX (CONTINUED) TITLE SKEET N0. TITLE STATE FED, At0 PRO MQT"IL °— DIVISION OF HIGHWAYS �str� 10 WASH Wastu.n9ton State %rA; Department of Transportation 81W156 on,�.cr �c `�S�v�11a2 L�i1 ay apt r ' on Rill! ' ON IWTR1 TO CARR ROAD ' �- INDEX 'r `'`31 I, �a faar V 1y :3 cS of 0 QV a� 0 /)Ya• 27 tl JN N •UL N I T 23NR 5 EWM tn od it all �� ezw�s6 T � S.E E[ .r � N J J�J +.t S+Ta'•' 4 f - AVE 11 ,Y I !• s= i7a'- n !?�rs.�71ea7+arrNlr_'e����fffG, s�lwaeree ss�'.Nret+[r_fasracK:nsw-� ' �s++�r -.r_ _'"�.- t 4Yi C,J1 C.fl 90r. I --'U _ i • , t, - _? i U ' \\ .B7(4 47f I - 7;,A iO vsq�S�- I IIY Sste> i iIns!!3>k'_ -------- ac f!n _ AVE... S.F. �4,7 II ( i \ \,\ W W 1 1 x i i t I 99 1C J J th Pl. S, 4 IG P. j N t• N n i l p M I I 611 N<� I rn b I I I i wI A`L � 0 I he -- C.I5 -- ___-- J4---- __- - =__s_ = =_r _ I• _ :q• _AQ4?J1_ AVE. E.— -------------- 104th AVE. _SE -- 11 lotto AVElln r ` -- t -- -- - -_ =_�_ --- - rn .. 05 ',h h _VI- S.E. II aim (�A� °II C7A f'�� .asa'ecsi lw I rn m \\ I rr LU Q) P it �� \ p. =E,, sl rnT �} I'T IUS 1n (),)� PL SE. }• %•. i , ,�.:, N,T A ,1 A \- i A I rn 1'TIA\ -- --- N� ._e \� b���.i it N? c :.,F. I•Tt A\ �I AVE 11 SE. I u 106th sy *�4 �A\ 'A I �\ \ \ }} \0' tl _ __ -..___ \..:.. ,,; } }r �/ 1061 AVE SE c I 'If , f i:.:u• ... "E^ ..: .,'•r II ;'.'.•: : E. ... I W� Ij17rh AE ll6 a N N I.. . . �I;.:t: i.i i•i: .. ^. t.... '•;° ....... NA\ 1, V I- a KI N� I 111,' 61, .� rnrn 1 �- �� �o;th' w1�.4VE •4S.E. -I I i„1;--- ... = -;�� , I END GFPRO,/ECT 111+ a I mil :lif-_r= ,_'•__}- +T•r :_r•_______ M1r, 1 -il I Ili . I i:•.:' 7e Wli PII ...; II ••L_ l Ily .fAaflfl � STA 32/t%3.00 NI1 BENSON "' TO Ili 260 r _� 2. 270 280 ROAD 290 II IMTF!" TIOM 1 �nll KENT 300 , t MR 5.I/ GRADE INTERSECTION ; 6,C611VNING OrPRO&U7 I STA.257 ,'00.00 N :14 P 3.87 n A V = rn .0 DER ANt� P E L. AIK C� 1 t 10910 AVE S E .... ... A.i In a tr a-Q `:•i " - am__- ...�..•+��� -'i'. r 1N T_. INTERSECTION 1INTERSECTION INTENSECTIDN ii, ' NII1 SE - CC LI I Ir. 1.. li � Ir., A� ..•, el �i A rn \- •� +aan 4 110 th AVE. S.E IG" N lone (!Trn N I �� ,�s�l'` LLI rnC i' _ii h II' ITS 1 � .+��� (TA \- ;7u1� _ c�A \- III m II hA \-t i1 l p \- 1111h AVE SE NAB I n� 'mil it mill li =iN� WA 112th (S.E PI Nrn- c 1: �' -I, ��'"; °' ;l; Nrn 'I� 1�1 th AVE 5 E FOR "AS CONSTRUCTED Ill N 1h _H� - AVE E A- 'AlryhBl Ill fh AVE. S.E. I 11 r II I , l \ _ _ 1 r I ^ �_ i�112r01AVE. SE j�______ t pal ANS - - -' -- - - - ' -` -- - a ��-- -_ -_�� -�� - - - - -- '-- --' - -- _ -_ I 1P 1L.f ❑1 J ONLY l' 11211, AVE SE I WTI III � c I I +i a IOJLAVE SE I - - -�,' x i SRS1S SE 196TH TO CARR ROAD II I .1410 Ii AVE SE $}V } I KNq coup" it Y /C;N/TY MAP VICINITY MAP ® Grading , Surfacinq f. Paving 400 0 400 S00 1200 Se01A In Foot WASNN1670101 STATE DVAITM W OF T[ANISMIAT10N oEVNVY• WAAIMOTON GJD A/wot/� ,jepYtmlxr2� /fJz COWINACT NOYNA +?4.2,! low 2 OF 43 OEM .r • a • 1111111NE11 1111MMINEN�m®®®��� ®_ ®®n®11 ® • ! !! ! "!!!!!!!!!!!!!� !!! MEEIREP • • - rly� �!�!!!�!! • • t !!!! !! !! !!!!!! !! ! !!!!! !!!!!!! 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S C S� 0 S =SS-_i-SSSSC Rum SS CSSiF ion= _ SS"SSSSS-- S SSCS SS ® • SSSS ®SS i i.iii � Fi3�iiiSiiSS i�Sa SS SS w iiiiWIMii S ii =':SSMS =0 � 111111 SSSS S SSSS S=SSS= S S:SSSS�S:S= ® SSSSS i S - ii iiii iiiiii ii ii =i El iii iii ii �iSiiSSii ® SiSiN�.SiiiS i SSS SSSiSSSSSSS_ 5====== SSSi_ iiiii ®iii i� - i iiii ii ii iiii' SiSi iMiE ii i i iSMM%MM i i �< t t ii S �ii iSaii iiS ii Siii�iiiii iOiitiiiiii m©Nm MIN = ®i SNS Di i i M =MR INS I� = i - - • • SS SS S S ®EMSSM®Si O ®S i DIVISION OF � .o State DeeftArtMent of Transportution SR 515 SE 198TH. TO CARR ROAD Xwe Mow" � M CHECKED � MMOM _ STRUCTURE • K.g DOT FORM ZZI -014 Revised 6/80 1 se 6/ �I a ' i �E LLJ z a' z �Y O +p ?�ac �ndQa J U i n L c d c(yl dr HO�OM NO. /1/.R Re. u� 1M10Jt�'1 MO. 1A Np. /O WADN. fPW /S6 100 O b0 zoo Scaim in fast FOR "AS CONSTRUCTED FLANS" ONLY SR 515 BE 198TH TO CARR ROAD KNO COUNT' 0ORAPINR606 AND !JT /L/ T Y PL F N WASHONOTON STATI D!►AfTWW OF TRANSAWAnCH OITIMR A. WASHROOM rweOomS —rep teinh" R7 196l commmNDri .2,a4 -M R3 OF 45 *am • se � /�1 LEGEND EfcI STING PROPO {GD DC$GRI( -^TION i. O GAlCH DgtIN - PIPE p, y} FIRE FIRG NVDRANT VgLVt 100 O b0 zoo Scaim in fast FOR "AS CONSTRUCTED FLANS" ONLY SR 515 BE 198TH TO CARR ROAD KNO COUNT' 0ORAPINR606 AND !JT /L/ T Y PL F N WASHONOTON STATI D!►AfTWW OF TRANSAWAnCH OITIMR A. WASHROOM rweOomS —rep teinh" R7 196l commmNDri .2,a4 -M R3 OF 45 *am • se � /�1 I t i< -- Z >z �v C 0 '4 r 4— O J t�fl�0 r d Cd L 21 10,20 f 23 N. R. 5 E. W. M. N..aN MO. /rAl[ I[O. A1P [CY No- NI[[r B2lJ /S6 275 � Z130 285 00 1 25 s 8 i2 `J it 17 20 21 2° 24 Ob + + N Raw b Eiy50Ni/ ROAD —.— �L.—�T— k1TS— — P, N N , . — N •[ —. 1 si 12 ¢-7 =C7 tt� 5 P- 515 a WIDERDR4W IlDSaoRwH 7 io !I a• UIDB0.DR014- �iw 10 S th AV E. S. E. R/W 13 l5 /8 16 19 ` 2 z 3 � 3ta.276r75.99(5 R 515)= Sta.10 +C1o�5. E. 19CrFh57) 0 r } N N i i a0 (f I 0 100 O 100 — �o Scale in fact FOR LEGEND E%15TIN1• PROOosso DliCAIOrION 0 MANNOLB p CATCH BASIN _ ,q w" DRAIN PI PL FIRE 14 VDRANT y� VA LV G FOR "AS CONSTRUCTED FLANS_ ONLY SR 515 SE 998TH TO CARR ROAD w" QigN /NF1BE *NO IML /TY PLi*N WAM MOTOM ITA" OPASTIPO r OF ISAWWAUM arwM. WASWWWW 2ya�1 1/1OO1 Se�cr�enr dei 27, lOMI�AC71A1111[ Bomii; ?* O 45 ow" CIO oY dn C% N G4 ol (PI Ili T, T 23 N. R. 5 E.WQ v l. — — !f� *,?jk//s4 L S� r. a� CL r<n� n C Q u2 +7- d m c °d d d'ILl?L Jmdi0N Q \ L 8BENS 9I 12 515 _D AD �� r-- /O �S /oPe E•aseinenf 30 3 n - <onsfrae /ien Permit 310 5 +a \.304 +09, 30- Po.T. (s9 5:5)= I 5ta. 306 + 79.33- PO.T. (s R 515)= 5 +o.' 10 +00 (5. E. 182nd5T.) 5 +6. L0 +00 (S. E. LS St 57 \ 15 je- �,_ Brut ncvD•sA� _ ' �� Gv3con¢ SrravA -s : 7W d uucccicDl . e'ur+xdamw / 11 U U 1L �II 13 19 O ) 1 ii i `II Iof' el II kli Ili II 31113 13 03`06 11 I yiii �� 90'R4.� 22 11 I u'�I'a I uj I ui I I II Iii � � it I li Y `f 11 i I' 1 h f • ;1!i � I tii 1L I L6 i I � I ui NO. w ATC ILP MD P sc, IQ. I -.— -O /O wwa _J B2iV /S6 I LEGEND EXIfTINO P!e►esee DMACRIrT10N O MANNOL! 0 CATCH 'BASIN DRA'N PIPE A yti DIRE. ""RANT VA LVG r-- /O �S /oPe E•aseinenf 30 3 n - <onsfrae /ien Permit 310 5 +a \.304 +09, 30- Po.T. (s9 5:5)= I 5ta. 306 + 79.33- PO.T. (s R 515)= 5 +o.' 10 +00 (5. E. 182nd5T.) 5 +6. L0 +00 (S. E. LS St 57 \ 15 je- �,_ Brut ncvD•sA� _ ' �� Gv3con¢ SrravA -s : 7W d uucccicDl . e'ur+xdamw / 11 U U 1L �II 13 19 O ) 1 ii i `II Iof' el II kli Ili II 31113 13 03`06 11 I yiii �� 90'R4.� 22 11 I u'�I'a I uj I ui I I II Iii � � it I li Y `f 11 i I' 1 h f • ;1!i � I tii 1L I L6 i I � I ui NO. w ATC ILP MD P sc, IQ. I -.— -O /O wwa _J B2iV /S6 I 0 t� R/W _pT —_ –•P NWT- _ I -ar—__ J �_... 8� tRIVSR7RRIN �, 24' 10$th A�T� S. E S - -�- - J'! G�GbO�L #Yl GaJ %IKfS - 25 cfl loo 0 100 200 Scale Infect FOR "AS CONSTRUCTED BANS" ONLY SE 196TH TO CARR ROAD KM COYMTt ,oRR /N/DG,E Rwo UT /G /TY P-1 R N MAfIMM ITON STAM DPAETWAW OF TRAWSPO"ATIOW OLTMALA• MIAiM WWK rwom SaP1ei»Sei 27, /962 eor�un�lr� 2N2�) rMMT 26 - 45 sM� l =� � JIS /3i oil 310 LM O N V. N j M � Q 09 L Jr CH) 3 zl R/W Z- 77- 47- P�gooseo' Se�✓ei 24 25 A Q/W ->. , rv� b27 w 4aXA&`/`� 19 20 23 FFOR -"AS CONSTRUCTED I - ..^?? I L ONLY SR 515 SE 196TH TO CARR ROAD Koo COON" 4RRINR64- FIND UTILITY WAS61MOTON STA TV V"A*TMIM IN TRANSPINITATION M do t00 0C,kfPW WAS141►1010M koN Is Poo Affoom Sepylember27,194M COWMACIMMIN 21IIq "M R7 of *5 gw"- Sip. 5's/ LEGEND Exi5r'N* PR OP.6co CL v c --; pr; .;4 0 MANHOLE CATCH si3im I IRE DRAIN .I y 0 Vl m r VALVL 09 L Jr CH) 3 zl R/W Z- 77- 47- P�gooseo' Se�✓ei 24 25 A Q/W ->. , rv� b27 w 4aXA&`/`� 19 20 23 FFOR -"AS CONSTRUCTED I - ..^?? I L ONLY SR 515 SE 196TH TO CARR ROAD Koo COON" 4RRINR64- FIND UTILITY WAS61MOTON STA TV V"A*TMIM IN TRANSPINITATION M do t00 0C,kfPW WAS141►1010M koN Is Poo Affoom Sepylember27,194M COWMACIMMIN 21IIq "M R7 of *5 gw"- Sip. 5's/ w � 1 1 1,r i J 1 V Z ry • R�evi�s�e�d� 6/80 3! "w'°- '5TATE FED. AID PROD. NO. '""' DIVISION OF HIGHWAYS '�` ���� StPfemdei 27, /982 APPROVE Washington State VEO Department of Transportation w 61g SE +sdn+ To °"R" n�►a R C001Ry 10 WASH DRAWN R M PATER N _ CHECKED JOB NUMBER B2W/54 SHEET 208 45 PROD.ENGR. ^v. T. HARD1NG DIST ADM. J. D. i K CONTRACT N0. cZ 4°i0 ORfi /NA6E PROFILES DATE REVISION BY APPO K•F ww� Fo11Y 221 -029 L �.:R. ry • R�evi�s�e�d� 6/80 3! aiv I Revised 6/W Ll a W � Y J i J a N Q IWASM 692 wish enter 991.890 VISION OF HIGHWAYS SePlembe, 27,/9692 APPROVE Amb, Washington State I Department of Transportation ER &is SE 196TH TO CARR ROAD KM cokwm S"EET 30 or AO $'5WfNAGB PROF /LES 45 51j= se 5,s, vv I R,: nd 6/80 41 E vv RtrAwd 6190 I !I� IIII! I�I�lee� ni� s I o � Ta r � �M 9Q � p Z u•F DOT roptr zzi -oil Revised 6/80 t� 7 1� !1 U � � J 1 v � r u i ELEv. 426.4' s-- PANTHER CREEK +-- ROCK RIPRAP —� SEE DETAILS, BELOW 15' MIN. FLARED END SECTION 1. DRAWN _ = CHECKED H•E DOT FORM Cd'" 1 Revised 6/80 PROPOSED M.H. STA. 264 +00, 26.1 LT O v� NICC 0 v t;I& 1 —Jco CULVERT SKEWED I PIPE DIAM.= 35" LENGTH 180' of � APPROX. 66 DEGREES STRUCTURE NOTE 23 -18 SLOPE 0.006' /FT. � Uj u ,NwlMw PANTHER CREEK CULVERT INSTALLATION REMOVE FRAME & GRATE c X PL PE_ DIAM. MIN. — — —\ \\ i \ iN CL "C" CONCRETE TYPICAL PLUG FOR ABANDON C.B's PLUG CATCH BASIN I� 2 X PIPE lt DIAM MIN. I N R T (-13— PLUG PIPE ROCK FASCIA WALL —� ACP. CL. „B" .9TB VERTICAL SAW CUT - F'ULL DEPTH Y,ECXISTING 4 // / / EXISTING ONCRETE 1�? CONCRETE d PAVM'T a p� / e PAVM'T o 4 1 . ° ASPHALT TREATED ° ° r BASE STR. EXC. ° LL. L� i_ i 11TS ACCEPTABLE NATIVE o MATERIAL GRAVEL BACKFILL FOR PIPE BEDDING SEE STAN- W..0 SPECS. SPECIAL CROSS PIPE CONSTRUCTION DIVISION OF HIGHWAYS ELEV OF NEARBY HOME FOUNDATIONS 438.0 -� ALLOWABLE-DESIGN H,W. ELEV. 434.0 ELEV. 429.5 ROCK RIPRAP SEE DETAILS, BELOW FLARED END SECTION �'b I o 0 • o z FILL 8 COMPACT TYPICAL �a WITH SUITABLE In� "a MATERIAL ° o FILL WITH CL. C ROCK RIPRAP DETAIL o p O CONCRETE- MINIMUM 23 - 1 • o o • 9 0• o = 2' FILL LIMITS f'EXCAVATE NOTE 23 - 3. in = 2' STR. NOTE REMOVE SHORING * HOLE AND STR, NOTE Z3 -18, 1 REMOVE EXISTING PIPE 1 FOOT MIN. MIN. = 6' TYPICAL NOTE C.B's STILL IN USE PLUG FOR = 2' REMOVE FRAME & GRATE c X PL PE_ DIAM. MIN. — — —\ \\ i \ iN CL "C" CONCRETE TYPICAL PLUG FOR ABANDON C.B's PLUG CATCH BASIN I� 2 X PIPE lt DIAM MIN. I N R T (-13— PLUG PIPE ROCK FASCIA WALL —� ACP. CL. „B" .9TB VERTICAL SAW CUT - F'ULL DEPTH Y,ECXISTING 4 // / / EXISTING ONCRETE 1�? CONCRETE d PAVM'T a p� / e PAVM'T o 4 1 . ° ASPHALT TREATED ° ° r BASE STR. EXC. ° LL. L� i_ i 11TS ACCEPTABLE NATIVE o MATERIAL GRAVEL BACKFILL FOR PIPE BEDDING SEE STAN- W..0 SPECS. SPECIAL CROSS PIPE CONSTRUCTION DIVISION OF HIGHWAYS ELEV OF NEARBY HOME FOUNDATIONS 438.0 -� ALLOWABLE-DESIGN H,W. ELEV. 434.0 ELEV. 429.5 ROCK RIPRAP SEE DETAILS, BELOW FLARED END SECTION �'b I o 0 • o FILL 8 COMPACT TYPICAL WITH SUITABLE NATIVE MATERIAL ° o ROCK RIPRAP DETAIL o p O NOTE 23 - 1 • o o • 9 0• o = 2' STR NOTE 23 - 3. in = 2' STR. NOTE REMOVE FRAME & GRATE c X PL PE_ DIAM. MIN. — — —\ \\ i \ iN CL "C" CONCRETE TYPICAL PLUG FOR ABANDON C.B's PLUG CATCH BASIN I� 2 X PIPE lt DIAM MIN. I N R T (-13— PLUG PIPE ROCK FASCIA WALL —� ACP. CL. „B" .9TB VERTICAL SAW CUT - F'ULL DEPTH Y,ECXISTING 4 // / / EXISTING ONCRETE 1�? CONCRETE d PAVM'T a p� / e PAVM'T o 4 1 . ° ASPHALT TREATED ° ° r BASE STR. EXC. ° LL. L� i_ i 11TS ACCEPTABLE NATIVE o MATERIAL GRAVEL BACKFILL FOR PIPE BEDDING SEE STAN- W..0 SPECS. SPECIAL CROSS PIPE CONSTRUCTION DIVISION OF HIGHWAYS ELEV OF NEARBY HOME FOUNDATIONS 438.0 -� ALLOWABLE-DESIGN H,W. ELEV. 434.0 ELEV. 429.5 ROCK RIPRAP SEE DETAILS, BELOW FLARED END SECTION FOR "AS CONSTRUCTED Pi Ak,..S r 011.1 TYPE 1638 OUTLET TRAP DETAIL Note t Outlet trap is incidental to the Unit Cost per each %r Caith Basin CS 16. See special provisions. 10 IWASHi � Washington State an 515 OcAr Department of Transportation � TM ro r. + AuAQ w NUMBER SHEET B2W/56 3.3 :ONTRACT 40. SePi�mb�i c7, /9B2 a APPROvE ,Off'A /N.9GE ,OETA /LS �f-S° Za �'b I 1.5'MIN. TYPICAL ROCK RIPRAP DETAIL STR. NOTE 23 - 1 0 = 2' STR NOTE 23 - 3. in = 2' STR. NOTE 23 -15, * = 2' STR, NOTE Z3 -18, * = 6' STR. NOTE 23 -28, -A = 2' FOR "AS CONSTRUCTED Pi Ak,..S r 011.1 TYPE 1638 OUTLET TRAP DETAIL Note t Outlet trap is incidental to the Unit Cost per each %r Caith Basin CS 16. See special provisions. 10 IWASHi � Washington State an 515 OcAr Department of Transportation � TM ro r. + AuAQ w NUMBER SHEET B2W/56 3.3 :ONTRACT 40. SePi�mb�i c7, /9B2 a APPROvE ,Off'A /N.9GE ,OETA /LS �f-S° Za 1 1 I I Ill�al i,i!II 5 3, /n /et PROJ. E / a'l t `.0 -- - - - - - - - - -- 2' min. an°ut to ro cucade puTle r+ LIf+ Go +e r+ y !: c F Yo " w /Oiilre r Ele Y. Q N Diam. F r1. v r fO. Oil Separator Shall Be Fabr;'coted From Schedule A Place a 08 Galvariited Ccrrurnzted Metal Pipe In Accordance With AASHTO C.,av Wlro Hoop Around Designation M 36, M fa6 Or M 197. Pape. To Hold Grou+ It Joints Shown Are Optio"a/ For Precast Units, Cost In Place Units Slwl/ Be Poured W'Mout Joints Between T h e Base A d The Top. 12. Outlet Shall Be Connected To Culvert 0, Sewer Pipes With A Stondord Band Or Grouted /nto The Gel/ Of Concrete P pe. Aluminrrn with zinc ;i. Fbvrnent Sholl Be F1rr Each For Oil Separotor And Flow chromate Pain+ on Re.striotor Surface In conto,& with concre +e, 14. The Vsrt•col Stem O>' The Od Srparatar Slnll Be The Same Diameter As The Horizontal Outlet Pipe Unless Otherwise Noted As Diameter G On The Oil S.°i0°ratar Schedule. MODIFIED DROP MANHOLE OR CATCH BASIN WITH OIL SEPARATOR AND FLOW RESTRICTOR UNIT OIL SEPARATOR SCHEDULE J J t r= Cr to O N th UNIT �;+ + CID o a M `7 + O m .a N N N M 1 ELEVATION A 35.67 435.77 45_3.10 396.97 411,.97 395.23 ELEVATION B 430.17 431.77 6.60388.80 409.34 389.32 ELEVATION C 43350433b045Q93 94.80 41410 392.83 ELEVATION D 42 6.17142 7.77 44 2.60 384.80 405.34 385.32 MIN. OVERFLOW E 0.5' 1 0.5' 1 0.5' 0.5' 1 0.5' 0.5, L^RIFICE DiAM. F 0.75' 1 0.59' 0.85' 2.27' N/A 10 Ladder Rungs ore required and al all conform +o S +ondord Plan B-3� Cen a +rva+ $+dvPlan Wb and add s e 48 I • • o ♦ A � a i d 7 N p A G OD e A v d d D d • OUTFLOW CONSTRUCT SAME AS STD. PLAN B-3 AND ADD ADDITION- AL DROP Addri,onal Dro MODIFIi'ED CATCH BASIN TYPE 2 I ISTATE FED. AID PROD. NO, DIVISION OF HI ERSON 1 10 WASH JOB NVYBER 1e,� ARDING 621✓is6 I RKLE co��iia "" I SePrsn•der27 /9' SION ;%y GPPn � OATf REVI K•E DOT roRr 221•-029 Revisal 6/80 i AO �CRETEECUR I AN B-3 STD METAL FRAME AND GRATE FOR CATCH BASIN OR INLET GROUT TO GRADE NI ST LAR IM,b AR I c I 1 72" MANHOLE I I I TYPICAL CATCH BASIN INLET TOP FOR TYPE II C.B's & MANHOLES . • O • d 72 a A A Q N A • a • • dl I L OUTFLOW MODIFIED DROP MANHOLE CONSTRUCT SAME AS STD. PLAN B-3 & ADD ADDITIONAL DROP AO► Washington State sal _&P0 V,r0 Department of Transportation FOR "AS CONSTRUCTED FLANS" ONLY d d • ♦ V D 72„ ° e � IA / • d a N O A P 1 • A . ♦ ♦ A 0 MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as NO TES: Std P/sn B f. Except As Shown Or Awed, Units Shall Be Conatraeted /a c S Accordance With The Regairement For C.B. Typc 2 f Meeh•I• fir Standard P /on 8 -3 And Seetibn 7 -05 Of The Standard Spec'iFicafion9. Q��y S 2. For Details Not Shown, See Stondord P /an B -lb And B -3 Nn +P - Tti* . verl.rel 3 3 Units Sho // fe Riinf,rr.rt ar /nLh Bos.'r. T�Pa.i °. r;a'c, -� w'•11 be Placed w^ cd'ode. P Plan 8- /b And *anna;a 5) -dand Flon 6 -3 CIS possible to +he wall of +he drdlnaSe a +roc +ure. 4 4 Lodder Runge Shall Conform To Standard B -3 And Standard Specification Section 7 -05. 5 Lift Chain Shall Be Galvanized And Of 200lbs. Capacity. 6. The Restraining Strop Is .4kquired Where Distonce B -C Is / n G Greater Then 6 Feet Stsrt / 7 Restraining Strap Shol/ Be -Ya "x 3" A -36 Stre/ With Oil ReEtrietor* A A- 153 Galvanizing A.S. T. M.. B. Cleonout Cate Shall 9e One Of The Follow /ng: Go>- +e Rp2s a a. Armco 950 Turnout Gate. b Waterman C -2 Distribution Gate With B Go . S lide. C. Cascade Culvert Lift Gate d• FAoroved Equa! 9. Expansion Bo /ts Shall Be Commercial /y s/8 Diam. A MODIFIED DROP MANHOLE OR CATCH BASIN WITH OIL SEPARATOR AND FLOW RESTRICTOR UNIT OIL SEPARATOR SCHEDULE J J t r= Cr to O N th UNIT �;+ + CID o a M `7 + O m .a N N N M 1 ELEVATION A 35.67 435.77 45_3.10 396.97 411,.97 395.23 ELEVATION B 430.17 431.77 6.60388.80 409.34 389.32 ELEVATION C 43350433b045Q93 94.80 41410 392.83 ELEVATION D 42 6.17142 7.77 44 2.60 384.80 405.34 385.32 MIN. OVERFLOW E 0.5' 1 0.5' 1 0.5' 0.5' 1 0.5' 0.5, L^RIFICE DiAM. F 0.75' 1 0.59' 0.85' 2.27' N/A 10 Ladder Rungs ore required and al all conform +o S +ondord Plan B-3� Cen a +rva+ $+dvPlan Wb and add s e 48 I • • o ♦ A � a i d 7 N p A G OD e A v d d D d • OUTFLOW CONSTRUCT SAME AS STD. PLAN B-3 AND ADD ADDITION- AL DROP Addri,onal Dro MODIFIi'ED CATCH BASIN TYPE 2 I ISTATE FED. AID PROD. NO, DIVISION OF HI ERSON 1 10 WASH JOB NVYBER 1e,� ARDING 621✓is6 I RKLE co��iia "" I SePrsn•der27 /9' SION ;%y GPPn � OATf REVI K•E DOT roRr 221•-029 Revisal 6/80 i AO �CRETEECUR I AN B-3 STD METAL FRAME AND GRATE FOR CATCH BASIN OR INLET GROUT TO GRADE NI ST LAR IM,b AR I c I 1 72" MANHOLE I I I TYPICAL CATCH BASIN INLET TOP FOR TYPE II C.B's & MANHOLES . • O • d 72 a A A Q N A • a • • dl I L OUTFLOW MODIFIED DROP MANHOLE CONSTRUCT SAME AS STD. PLAN B-3 & ADD ADDITIONAL DROP AO► Washington State sal _&P0 V,r0 Department of Transportation FOR "AS CONSTRUCTED FLANS" ONLY d d • ♦ V D 72„ ° e � IA / • d a N O A P 1 • A . ♦ ♦ A 0 MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as Ladder Rungs ore required and al all conform +o S +ondord Plan B-3� Cen a +rva+ $+dvPlan Wb and add s e 48 I • • o ♦ A � a i d 7 N p A G OD e A v d d D d • OUTFLOW CONSTRUCT SAME AS STD. PLAN B-3 AND ADD ADDITION- AL DROP Addri,onal Dro MODIFIi'ED CATCH BASIN TYPE 2 I ISTATE FED. AID PROD. NO, DIVISION OF HI ERSON 1 10 WASH JOB NVYBER 1e,� ARDING 621✓is6 I RKLE co��iia "" I SePrsn•der27 /9' SION ;%y GPPn � OATf REVI K•E DOT roRr 221•-029 Revisal 6/80 i AO �CRETEECUR I AN B-3 STD METAL FRAME AND GRATE FOR CATCH BASIN OR INLET GROUT TO GRADE NI ST LAR IM,b AR I c I 1 72" MANHOLE I I I TYPICAL CATCH BASIN INLET TOP FOR TYPE II C.B's & MANHOLES . • O • d 72 a A A Q N A • a • • dl I L OUTFLOW MODIFIED DROP MANHOLE CONSTRUCT SAME AS STD. PLAN B-3 & ADD ADDITIONAL DROP AO► Washington State sal _&P0 V,r0 Department of Transportation FOR "AS CONSTRUCTED FLANS" ONLY d d • ♦ V D 72„ ° e � IA / • d a N O A P 1 • A . ♦ ♦ A 0 MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as OUTFLOW CONSTRUCT SAME AS STD. PLAN B-3 AND ADD ADDITION- AL DROP Addri,onal Dro MODIFIi'ED CATCH BASIN TYPE 2 I ISTATE FED. AID PROD. NO, DIVISION OF HI ERSON 1 10 WASH JOB NVYBER 1e,� ARDING 621✓is6 I RKLE co��iia "" I SePrsn•der27 /9' SION ;%y GPPn � OATf REVI K•E DOT roRr 221•-029 Revisal 6/80 i AO �CRETEECUR I AN B-3 STD METAL FRAME AND GRATE FOR CATCH BASIN OR INLET GROUT TO GRADE NI ST LAR IM,b AR I c I 1 72" MANHOLE I I I TYPICAL CATCH BASIN INLET TOP FOR TYPE II C.B's & MANHOLES . • O • d 72 a A A Q N A • a • • dl I L OUTFLOW MODIFIED DROP MANHOLE CONSTRUCT SAME AS STD. PLAN B-3 & ADD ADDITIONAL DROP AO► Washington State sal _&P0 V,r0 Department of Transportation FOR "AS CONSTRUCTED FLANS" ONLY d d • ♦ V D 72„ ° e � IA / • d a N O A P 1 • A . ♦ ♦ A 0 MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as I L OUTFLOW MODIFIED DROP MANHOLE CONSTRUCT SAME AS STD. PLAN B-3 & ADD ADDITIONAL DROP AO► Washington State sal _&P0 V,r0 Department of Transportation FOR "AS CONSTRUCTED FLANS" ONLY d d • ♦ V D 72„ ° e � IA / • d a N O A P 1 • A . ♦ ♦ A 0 MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as MODIFIED MANHOLE OUTFLOW �r W ass SE 1160TH TO CAM MW sm caw" s"ECr 34 or ,OR191,41R6,6 DE7R11S 4 -5 ac as a 1 Gf+va7 �� J r �;1�4• 4 e ? it \ . ' - .. �- , ` Sr4 FED. A10 PROD. hz s r' WASat� ,a 1 w e { S VAT71, V s1ON DY APP DU rp,H� Kt iffl raF53 yyrTU,n, !O j,•eNE ARC To -or SAV,FC - i 515 StA 304- 09.30 u'SE. 116 2M ST. 5 TeA. 13.00.00 --- Con�rcc+ 2424 t Chw9e Order No . I heet 9 of 11 -� n T _.t;m OIVISION OF HIGHWAYS „ Washington State V AP Department of Transportation 34 A • :,e AOPPOVF" 45 .w. w fi - r:. 6aS��:'Zh Tf •! 24 xy„ zi ` ' Ufa ETA "4 -f)tM = 5,E.18.4-nd 5T. su.v.b000 ` y¢�. v. Ti yS� � e , •k. T W a 1 Gf+va7 �� J r �;1�4• 4 e ? it \ . ' - .. �- , ` Sr4 FED. A10 PROD. hz s r' WASat� ,a 1 w e { S VAT71, V s1ON DY APP DU rp,H� Kt iffl raF53 yyrTU,n, !O j,•eNE ARC To -or SAV,FC - i 515 StA 304- 09.30 u'SE. 116 2M ST. 5 TeA. 13.00.00 --- Con�rcc+ 2424 t Chw9e Order No . I heet 9 of 11 -� n T _.t;m OIVISION OF HIGHWAYS „ Washington State V AP Department of Transportation 34 A • :,e AOPPOVF" 45 .w. w A -� P!PE SiJPPORT 4c CUTLET PIPE F, t 1�( 0 \ Z� Ex. 18" cmp FL. EI-EV 40645 18° C,MP Rt5ER (TOP E L L V. 411 0) RESTRICTOP PLATE. s FLAN VIE', 'v WITH ORIFICE PtA =8 J14- EXIST CATCH BASIN ELBA.: 2FNf WE.DcI-' IF.' F. N E; I-, AT -ITAND FIPc INAL L ELBOW DETAIL NOT ES I P;TIE S,LES AND SLOPES, PER PLA,,', ')' 7L;E'T CAPACITY NOT LESS T%4AN ':;OMB:NEr- IN: ETS 3 METAL PARTS 0R _E --:-�N RES;$TAN-, �'P i!, 1:' GA-,AN ZED STFE1- P,PE, HA,i r', HALT TRF,A;MENT I MULTIFL&W RIE�•RIC-;3F? - 'ULF UNIT L EI F w Vi, T ICN B � L - E L 1 1! OLI[D ROUND LACKIII� L!Z) VIN 0%-E.RFLOV; E C E ANCAJT CAl E ORFICE C'/ 11 r- A `HEAR aAE, RON lb' ,DY 91RCNZ1`1 MID OLYMPIC FDi . $10. op, A .-Lr-w B LIFT C AT E,IC CICI,-L.G -,R E, FN? DE CASL,,DF C'-"-.'ER1 INC LIETF.147,�)N C OTHER DEYICE AP-OV�� OIL SEPARAI ION BY C,',!��NCER P!PE SiJPPORT 4c CUTLET PIPE F, t 1�( 0 \ Z� Ex. 18" cmp FL. EI-EV 40645 18° C,MP Rt5ER (TOP E L L V. 411 0) RESTRICTOP PLATE. s FLAN VIE', 'v WITH ORIFICE PtA =8 J14- EXIST CATCH BASIN ELBA.: 2FNf WE.DcI-' IF.' F. N E; I-, AT -ITAND FIPc INAL L ELBOW DETAIL NOT ES I P;TIE S,LES AND SLOPES, PER PLA,,', ')' 7L;E'T CAPACITY NOT LESS T%4AN ':;OMB:NEr- IN: ETS 3 METAL PARTS 0R _E --:-�N RES;$TAN-, �'P i!, 1:' GA-,AN ZED STFE1- P,PE, HA,i r', HALT TRF,A;MENT I MULTIFL&W RIE�•RIC-;3F? - 'ULF UNIT L EI F w Vi, T ICN B � L - E L 1 1! L'- E VA7 N VIN 0%-E.RFLOV; E ORFICE C'/ 11 r- M ULT. RESTRICTOR /OIL POLLUTION CONTROL DEVICE H 7 8* QUARRY ROCK POND OVERFLOW SPILLWAY F 4 - 0 4" PIPE OUTLET PROTECTION C-on+roct 2424 T® 1 A Vfl (16 M 1 hon3 \ \� 1 e Order No. I LA U Sheet 10 of 11 U L 1 Ly hj STATE FEC, Alf) PRQJ NOVI""" DIVISION 07 HIGHWAYS DPAA" 10 WASH Washington State as Numb VW' Department of Transportation PROD. ENSA. 34 B ' ADM. 01 iTAIACI - CATF A FP � —V[ D 49 °.-.'ISION 77��—PPDF W4, DOT Fopm 221- 011