Loading...
HomeMy WebLinkAboutR-379001E a 2 P Ir z� ! 6 L ^ W gtl 6- 1 SHEET PLAN NC, REFERENCE NC, W 12 A57 9 I N D E 'atAJJ�ieafi w:.;A7 :F,. !use,,, _INDEX (CONTINUED) SHEET PLAN TITLE TLE NO. REFERENCE R NO. TI TLE 967 WC`d WA05EN CPEFK. HA -RITAT SQ+J .TLF S tPPF3 MEACH 21- 37 SRI _9?S7 S e: i8gi Ab.' -"1 NA.'. N CPIEEK: HASITAT STWjCr_PE5 :CrW-rb PEAL ., 36 - 54 Rik^,..47W7 7k * n 'JF WAY AMYJ A­IVA00yT 199 Yx,.3 1f AC�I'd C�s�' PL.4fi'T+SG PLt-}E 71 fide - 17 rePA. ^DNS P;. +45 1.4Z W'A' ;0AS 200 R 7 h!A0SE,M CFEEK. EROS`i0N CONTkOL DrTA - S - - -• %2 - r, Sie -S:a S71R 9.a'„4 fi 5 - FA >r.A OCR etr,5 WAG'SEN CR -E:i(: PLANTING DETAILS 132 - 193A GCT -Or-3 CG--F ClUL; -K SCPED'I4:G 97 - 125d '.P <4 SaPAiriA F rE fit. c5 ;94 tP1 f 3?4rPa'If4E PIPARIA14 ?LOJ44T:1.G STA. 1254+2.^.42 TO STA_ 1243 -+CXJ 426 -'aZi 1117 -J 4 S7Pr " "StdAuF VE7A 'LS f3 - „99 C1 -C17 PAVING AhD CHMNELIZATION %P1 -W;? 2a0 UPI MISCELIViE0P5 PRL�FILcS 47 Aii "$ A6A' P!t s ?iGti . {At'dErR d:ETA.; -5 231-233 TP1 -TP3 TRAIL PROFILES 94E- l64,� & - =i;7T { 234 -239 YYI -iY6 �J,'-!•`.+ -f '�' if -�- _._.._ cot CITY OF &'£.ir TLtir - WA.TEWUA:ti ZP SI',;',,.A; S {1463 -+00; E5 CRZ CI 'Y cr PENTON - *ATEPuAIN C,+rISS;t:G 'DETA;Lt- ,1444'zc° � 7 fP3 C-17 Of 503 9i - XiA.'EPUA.;9e CR Y' '.f PROFILES 056+ - 4•P,4 CfiTY 1W K.'adTQN - SAN I TAR T SEER P:.AiGS A44Z' NAILS 169 0+5 C :TY GF ; - 117.: +{ - v- A"'.AF"Y T_AEST CWTSs:"tr, PROFILES . ,7', r;,-E .', l" s CLTY OF Tri - SANITARY : Lgt;t I`.Pri5YIhC Pxt .E f71 CR7 wVP10 - Sr Ati17 LIJ-1h ANN OFTF.ILS 172 CM.B METRO - SE*ER WAN AgO GE;AI?.S :73 -493 iL1 -ii£1 1.EA✓HATL LI *3E PD, Xx T!�a 454 W2 LEACMATE LIfIE DETAILS 1yr +0?s1 'A =yLMJG UITIGA" -04: CP.ADING AM TREE PROTECTICN TI TLE 967 WC`d WA05EN CPEFK. HA -RITAT SQ+J .TLF S tPPF3 MEACH i i8gi Ab.' -"1 NA.'. N CPIEEK: HASITAT STWjCr_PE5 :CrW-rb PEAL ., 199 Yx,.3 1f AC�I'd C�s�' PL.4fi'T+SG PLt-}E f99A,6, a C _ ST4.2- 8 3 STREAM G_�13 200 R 7 h!A0SE,M CFEEK. EROS`i0N CONTkOL DrTA - S - - -• 2;F.•A,E. $ C PP +2. 8 3 TREE PiA+frg➢Ga PLAN OCR etr,5 WAG'SEN CR -E:i(: PLANTING DETAILS 132 - 193A GCT -Or-3 CG--F ClUL; -K SCPED'I4:G 2 2A RFIO CEO RrVER HAENTAT ;94 tP1 f 3?4rPa'If4E PIPARIA14 ?LOJ44T:1.G STA. 1254+2.^.42 TO STA_ 1243 -+CXJ 197 R94 SHORELP:E RIPARIAN F`LW4TTMG STA- :286 +W TO STA_ IX,3+C6 -- - i ;98 1 RPS S.eus JNE 2IPAP'L t P':.AltTINC' STA, t3rJ3+00 TO Si A. 13334 -00 993 Pr�6 S€ ORU_IRE RIPARIAN PLANTING STA- IV ;i;AL 1348 +00 f99A,6, a C _ ST4.2- 8 3 STREAM G_�13 200 R 7 *SHOP-? L14E PIPA.IAN PLAN -i:NG S7 A- l3r3 +0+3 TO STA. 1375+00 2;F.•A,E. $ C PP +2. 8 3 TREE PiA+frg➢Ga PLAN - icg SHORELINE PIFAR:AN Pl.A.HTING STA. 14;,3 +^f TO ST8 146.3+00 2= z R?"} SHOPEIINE RIPARIAN PL4k -r'W STA. 146$ +00 TO STA. 1480+75 2 2A RFIO CEO RrVER HAENTAT 'G3 -242 071 -OT ?O _ WANTITY TA&jl_ATICf4: PAa?f:G Alter CllAWfELIZATlrV4 f3 - „99 C1 -C17 PAVING AhD CHMNELIZATION 2a0 UPI MISCELIViE0P5 PRL�FILcS 231-233 TP1 -TP3 TRAIL PROFILES { 234 -239 YYI -iY6 64840El Afii3 RO:.K WA1. -L,$ .. . PLAN . 4 A,, T 7 f n� 5 NOTE- ALL %iFET REFERENCES, FfRST NOS- OF STRUCTURE COLE DISIGNATIONS . AND MATCH LINE SHEET REFERENCES, ETC.. TKR.OLlGHCAJT THE PLANS, r REFER TO THE ENTRY IM THE PLAN REFERENCE NUMBER BOX. (� � 40 Aswl T'� "" DIVISION �iNashnQton State �R f89 INI � adc 3T 196TH AVE- S.E.OJONES ROAD _f:�°` ^� ~~� D�p;;rt�er�# of Tran�spcirtat'ron ell - to MAPLE WOOD 93W040 r r sra.+wc ro r > >„r ais` c _ F� ice' -;av ;� ,+?c". ;' L 4 i sTx I �iN.^ �•�:�iD act rsc,. <.x sr: INDEX 333 .o sr- cv�.rurx rrr.;ycm s 1 lF:G Z< +) I . ,ti � � s �..� n =3 a +: STRUCTURE NOTES SHEET CODE DES 'NATION" REFERS TO THE NUMBER OF THE CONTRACT CONSTRUCTION PLANS THE SECOND NUMBER REFERi TO THE FEATURE FOUND ON THE • V x • • • �� y �:�:�uY • •rnlrl��: � � � y � �- r r � �� � ����I���ii � �■�����r��l���l = =� i i r�� '' � �`� . • • 1 � S_��S�i�S■�SS�SS�S� — —i15� � . • 1�1i� 1 �� S �S � �S��i trs c Y Yk�Q11�[Ilr:l���� l llr ! !•S�SS� $ =(I.���IIYHpD � �1i�i� $ �����f�' • • v vf���5����� � �•7 � ��— � �I — —��I •�•I S S SS�SSS�_���"'• S S��CS • � r� S SSS .r ���""SSS � • • � S"�5 'f�k S SS S S � ��"'�SS��SSS" S S S SSSS.TS��.�. t t• � �.�SS....�. •�•••_� S �' . ""�CS_� ' ' S • S S S�_S S SSA 5 5.- 5 5.- 5 551�"SS � ... " ��_ I I3iF! � �!�!i'_�IiIS�_S_��_�fi' Y �_�_�_S�_ = ��' Y��l � � •�S � ....�5�._�� =�5 = =— � � � __�� s son . '[�?l�k][l. G G�ra`aiGt / /7�Rfi F Fr711�rsa - -�?' � �SIM M M��1•t1�t_��� � R R�L7et�t!9���FilFi®7SSiP1 - - _. r r�� ■��r����lllL•�������������� GENERAL NOTES: 1. ADJUST FOR DITCH GRAD 2. BEVELED ENU SECTION REQUIRED, SEE STANDARD PLAN B Ta 3. "1 -UG EXISTING PIPE AND ABANDON 4. CONNECT TO EXISTING STORM SEWER PIPE OR CULVERT PIPE ` 5. FLOW RESTRICTOR /OIL SEPARATOR REQUIRED, SEE DRAINAGE DETAIL i 6. BAFFLE TYPE FLOW RESTRICiDR REQUIRED, SEE DRAINAGE DETAIL 7. CONCRETE CLASS 3000 REQUIRED, SEE DRAINAGE DETAIL ° B. SEE DRIVEWAY CUL'VEPT DETAIL W W 9. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL m 10. ACCEPTABLE ALTERNATES ARE: a) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK b) PLAIN ALUMINUM CULVERT PIPE 0.060" THICK ° c! ALUMINIZED STEEL CULVERT PIPE 0.064" THICK rc v W DESIGNED BY ROB ENTERED BY LSD /JFK /LRP 8/13/93 ADM 00 (TEEMS A s m CHECKED BY 0/1/93 oei.Et[u ttGnINNG oa W PROD. ENGR. T.C. HAMSTPA P.E. we ADDM ■OTE DIST. ADM. R.O. ANDERSON P.E. 7143/!3 RFVaU GU TMES DATER Y t Itl:liil' SM t.�T"11 ,IA1tRf.i K 4• �1 D77T7I r r� F' a r FORIT�VI10TAL5 S£i I 11. ACCEPTABLE ALTERNATE 15 TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK NINALR.F.CaRDSBili'UroE' 12. ACCEPTABLE ALTERNATES ARE: Ccig43 a) TREATMENT 2 STORM SEWER, PIPE 0.064" THICK r b! ALUMINUM STORM SEWER PIPE O.D60" THICK -- c) ALUMINIZED STORM SEWER PIPE O,D64" THICK i t i 13.. NO ALTERNATE PIPE 15 ACCEPIABLE (.., �I3� 14. TRASH RACK REQUIRED, `EE DRAINAGE DETAIL r' E FOR A i J 1 15. ACCEPTABLE ALTERNATE IS CLASS II REINFORCED CONCRETE CULVERT PIPE v �t 'r% 16. ACCEPTABLE AL TERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE �^ jRS Pi, 5 17. PLUG EXISTING PIPE IS SEE SHEET LA2 AND Uf5 FOR ADDITIONAL STRUCTURE —�"—" EXCAVATION CLASS 0 INCL. 4iAUL OUANTITIES. TAT FED. AID PROJ.NO. — iD IYIASH 196TH AVE.S. . /JONES ROAD Lo ' Mnw ri + TO MAPLEYYaOD , y 93WO4O EON BY APP D 8 STRUCTURE NOTES em , o SR.r FORIT�VI10TAL5 S£i I 11. ACCEPTABLE ALTERNATE 15 TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK NINALR.F.CaRDSBili'UroE' 12. ACCEPTABLE ALTERNATES ARE: Ccig43 a) TREATMENT 2 STORM SEWER, PIPE 0.064" THICK r b! ALUMINUM STORM SEWER PIPE O.D60" THICK -- c) ALUMINIZED STORM SEWER PIPE O,D64" THICK i t i 13.. NO ALTERNATE PIPE 15 ACCEPIABLE (.., �I3� 14. TRASH RACK REQUIRED, `EE DRAINAGE DETAIL r' E FOR A i J 1 15. ACCEPTABLE ALTERNATE IS CLASS II REINFORCED CONCRETE CULVERT PIPE v �t 'r% 16. ACCEPTABLE AL TERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE �^ jRS Pi, 5 17. PLUG EXISTING PIPE IS SEE SHEET LA2 AND Uf5 FOR ADDITIONAL STRUCTURE —�"—" EXCAVATION CLASS 0 INCL. 4iAUL OUANTITIES. TAT FED. AID PROJ.NO. — iD IYIASH 196TH AVE.S. . /JONES ROAD Lo ' Mnw ri + TO MAPLEYYaOD , y 93WO4O EON BY APP D 8 STRUCTURE NOTES em , o SR.r O N Z1r3 aJ. Y s c a a c N \o + [[ P Z STRUCTURE NOTE ' 4 ; i1E FI jINUTI OF `Cox LtESi.xAiSiW' ws J REFERS TO TFE SWEET !� HER THE i:31&AC7 ea < Q I a a a v i U u N F N N s v+ = 9 L z W J PLAtAs. TTdE SE cow NA4" l7 A a a d V Y d a > •.• �! 1 J J U O 2 2 YC'-olYO M r z 2 � y� � � � W -rEFtS TO THE CVxSTP46CI I011 r r v. < a � � ° r ° CF p � ,.. ! < ° S ` r FEATS FD6°x�3 Oft THE < �- r o G� " v " y� 1 `D'i I z ! i" �'�t 7¢ BART I c ast.AR SWEET ++e r >- Q W q v Z, v i• u Z \ -_ 2 t z 2 3 a Z. 4 z a; ¢; ... ... ... a v; s.t aa;wal n w an rn ¢ m m W O Y 22 z Z, 22 �\ 'C2 ¢_ �\ z =Q Z J Z J = az�.>.. ._. ivn �j �b� v t=om.` sW-• d d Y Q At9 S � JN ao Jf� Vf Q \ ¢\ � � K fL• s � �� �\ VI�1) V� V � � Q.:. � �:j v3 �31�3 v v v .- v+ o v s= I o o N r S i°? �a..• a�.•�aN t Vr ux,as STATIOii I CT EACH jEA�N1£ACk� TOM TUfi CT TON -F LF LF LF LF LF LF � L.f LF LF LF fP EACH EACH EACH EACH EAGa EACH LF REMARKS z-r --�+ ; T-'tT— - - _o S' a NAY �FT i _Ac i L "- ^7 -0 3 .4t ✓�',gTjr03.' -.ter '64•y�3CT•. 7 =.�q ... .1• La3T L. ors -ac,) t� r — — -- , -E SPILLWAY -- `FF a?LL -NAY OE TA iL i � s - 1- Lr� _ ���5 spl IAIL -aLu -iA& &REEK GT�TRUCTLX! A - - - - lbd 1 GENERAL NOTES: 1. AP!uST F3P E11TCH GRt. r �<iR l N(Tpi4lS ticE ll. ACrEPTA9LE ALTERNATE IS REATS�xT 4 STEEL CULVERT PIPE 0.044" TISICK 3. UGLXISING P,y AN0W3�PEOSEE STANDARD PLAN 9 7a jTTti4i gEL�1tSA 80f7ti L)N£ 12. ACCFPTAELE ALTERNATES ARE: T _ o) TREA WNT 2 STORM SEWER P;PE 0.064 "" HICK "• 4. COMECT TO EXISTINC STORM SEVER PIPE OR CULVERT PIPE b) ALLN N W STORM SLNEP PIPE 0.060 THICK S. F Cl PESTRIC76t /' SEPARATOR KOUIRE,% SEE RA'MA;E DETAIL c) ALUMINIZED STGRV SEWER PIPE 01.064" THICX GIL 6. 9 FILE TTPE FLON RE` �3CIDR REfouiR:D. SEE DRA kAGE DETAIL �_ — �j (( (r � � 13. 10 ALTERNATE P;PE 15 AC•CEPTf3 E or r s' 7. rONCIPETE CLASS 3u �O REOLuRED. SEE OPAL %AGE OFIAIL «fi c1 1 14. iRAS, RACK RE IRED, SEE DRAINAGE DETAIL � 11U�f 8. SEE DRIiE0AY CULVERT DUAL! ��si. P;� 15. ACCEPTABLE ALTERNATE IS CLASS II RFINF?PCN CONCRETE CULVERT PIPE ° I 5. TRAS: RA 7 PE) '; SEE DRAINAGE DETAIL �'� ) h' t l� I6. ACCEPTA9LE ALTEPNATE IS CLASS III REINFORCED G NCRETE CULVERT PIPE 10. ACCEPTA9l,E A'-TERNATES APEt �+ i ` a ,� I t 17. PLUG EXISTING PIPE'* 01 TREATIENT 2 STEEL C:' YERT PIPE 0.164 "" THICK ; - -_.r ---- b) PI.A1.4 ALlMIMUM CLv YERT PIPE 0.060•' THICK 1 --"" "" �.,...,.�•-- STEEL L'ULrcRT PIPE 0.C-E4 " THICK .ETA TO j WASH 1 F[ D.A10 ens a Ski 1619 196TH AVE. 4Y 5E1tt�5 ROAD 7a ldiAPi.EWOCfa .atr SN3 gfslwp BY R,?& _ ENTERED 87 L 50 /JFX /LRP wTcaD 87 aitsnt a, ouAarrzs Lo e w 9zwodo n?ie4u 333 "ITS PRpJ. ENGR. T.C. MAYL.:".PA P.E. *A,13 au I"S OELrM CL Yam W' on L STRUCTURE NOTES G15T, ADW. R.J. ANyERSON P.E. tM,� ICIM AW-A' LA 2 ?a° DATE REVI.S! �� B7 APP °s w a vx+ i °¢ o z 0 O+ x N 1- tOM-NW �otiw ¢m x N .•JN STRUCTURE NOTES THE FIRST NUMBER OF to 9 O 0. a 4 Cw7 � "CODE DESIONATI0t1" i a o t� z v " °' O a R� x " w z REFERS TO THE SHEET W W r L Q o x ¢ ¢ g O m Q y J Q NUMBER OF THE CONTRACT N N N Z ;` G n w o PLANS. THE SECOND HUMBER z •4-• W '' i C J .� w H- Z �- 1 w w r p o REFERS TO THE CONSTRUCTION r r U 1 w Z 2 k (W LL < > r �- C FEATURE FOUND ON THE N N LL i Y J> (u r J PARTICULAR SHEET v z I v Z I "y N ¢ v v Q sJi ? i w > o r Z 4 Z 6 N Q•E N WJ O Q < mZ wU W V O O Q O X� ¢ V ¢ `a W f- Z V w J W J - I s x r wx ctX r z �O 2 2 J JR W 2 p JC ^. _11 U u r r z u S cwa zz zs Mw aZ >° u zc° Lu z z > ? W� _' a O Q ¢ Q 4 Q Z K W¢ JN Jm J•-. �� -' 2 r2 SJ tr J � 2� O O p rp � O Q o � J r } O t W U/ V f` Q U t7 r Z N i 0. 0. �+ t.0. Q N •-• N U V U 1.'J U' V. U U w Q U U < C STATION LF LF LF LF LF CY SF -Y CY GY Cy CY CY LBS LE EACH EACH EACH EACH L.S• SY CY REMARKS +.t 1/ ( ) q - I _ -- + 1)/ + 7 J ...+ 1131bu 15 - 7 l9 T i 07-4 ST-AtiX -pia_ _ 6 - + b + RTf t �-P t WAY TAIL 12a Tr6n SEE SFILLWTr It J�J- ((0 RI 1 �-- D9- 169 +i 1 +o L) 9-b '. ' p +•-i to _ I 1A+ AT 35q:T. §-1 1 , + 4, i _ — SCE SPjyyLrvW_Y_IE!`L — — ul ' -' L b + + - UiJ 41 + — 65 7 48 2601 2.5 5 ,': LJ 4 _ 1 ' - ,5 + ( V - I 1391, $ + t - OETAIL - -- L`II- 1 ff;,_4j yKIY 4,03 / +00 I f75 SEE MADSEN CREEK " iTA7 STRUCTSJPE;� jHj =T AL GENERAL NOTES: �---- —� 1. ADJUST FOR DITCH GRADE FORTTEMT+TTAU,SSE 111. ACCE ?TABLE ALTERNATE. IS TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK 2. BEVELED END SECTION R'cOUIRED, SEE STANDARD PLAN B -7C FINA1 It L��S BWM SH 12. ACCEPTABLE ALTERNATES ARE: G� A} TREATMENT 2 STORM SEWER PIPE 0.064" THICK 3. PLUG EXISTING PIPE AND ABANDON c) 4. CONNECT TO EXISTING STORM SEWER PIPE 09 CULVERT PIPE b) ALUMINUM STDRM SEWER PIPE 0.060" THICK 1p '' 'err 5. FLOW RESTRICTOR /OIL SEPARATOR REQUIRED, SEE DRAINAGE DETAIL c) ALUMINIZED STORM SEWER. PIPE 0.064" THIU Wr 6. BAFFLE TYPE FLOW RES ?RICTOR REOl1TRE0, SEE DRAINAGE DETAIL _ - - — —" 13. NO ALIERNATE PIPE IS ACCEPTABLE / 7. CONCRETE CLASS 3000 REQUIRED, SEE DRAINAGE DETAIL ;pUU? j� 5'� �j��� 14. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL 8. SEE DRIVEWAY CULVERT DETAIL v L 15. ACCEPTABLE ALTERNATE IS CLASS II REINFDRCED CONCRETE CULVERT PIPE _ 9. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL �''S`' ,,�lU �{ iJ 16. ACCEPTABLE ALTERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE 10. ACCEPTABLE ALTERNATES AR p�},A q ONLY 17. PLUG EXISTING PIPE o) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK b) PLAIN ALUMINUM CULVERT PIPE 0.060" THICK cl ALumll IZED STEEL CULVERT PIPE 0.064" THICK ,�. STATP FED.AID PRO,I.40. SR 169 196TH AVE. S.E. /JONES ROAD TO MAPLEWOOD aen sN4 10 MASH DESIGNED BY ROB — ENTERED BY LSD /JFK /LRP T� �� CHECKED BY 9/13/93 ArDED to ITEMS Lo + 93W040 PPQJ, ENGR. T.C. H.�MS ?RA. P.E. /6/93 uw>s>z awriR>FS Lo N07E5 DIST. ADM: R.O. ANDFRSON P.E. 1/zv93 #MVX0 QVAA rT S A* ADM 0% WVW FOM tc b DATE REVISION BY APP „ jR1b9 � ?9 p o i= W s a yr i 0 °¢ o 0 b�Iw gm.= N+JN I 7�T , a 39 fMt[Tf 9 i %O ; STRUCTUrTE NOTES ( o 0 p o o THE FIRST NUMBER Of s "� a .� V J 1> 1 °' a � a "CODE DESIGNATION" SJ O U W W W W i!) 1 O ,.,.i -� S M N S\ a 1. h 2 REFERS TO THE SHEET z `" '" J V C a- a a a a ¢. .W u .` . O O 4 O r N NUMBER OF THE CONTRACT .. N PLANS. THE SECOND NUMBER o a w w ? ¢ w a a W a > > > VI H _ _- u o z u v w v_ w w w W W h t v m w u REFERS TO THE CONSTRUCTION r i > Z H a ¢ b OF Y r FEATURE FOUND ON THE ¢ h- '- PARTICULAR SHEET a w r r > _+ w a o °w '� �� V u v u �Q u z o f u Z w u x z z W s W. .� w Zr M!i W z ? i s a z z o c u W W X 2 J 1 a V a o v O VI W ¢ O ry z¢ z¢ z¢ ?�s O.+ O�-+ O� Z\ w¢ ..¢ z¢ ft .� W•+ �-+ (\ z< �w ova �a 2A QJ aw mN � mN Z W F ,- ¢ o o < z z I a a ¢ J` J r\ r .` '- w o v o o z a w , z i C� a� e''. tD an Q:` 4N irr N°s cim Jim �� vn v3 v3 v3 v u v W �mc STATION c.sl� CY EACH EACHIEACH CT I TON TON CY TAN LF LF LF LF LF LF LF EACH EACH EACH EACN EACH EACH LF I I I REMARKS + 1393— 1; 9 +97 ( T 79€+ + 1 l/1 + + ) + L q -T VQ� + ) + ( ) + A SEE SPECIAL LINED 8. ) 0 1�f +6D + d� 1 _ +.. + a=i 014 -3 '431 +bi (47 R )/1452 +0 R -( u) 1 a -1 (S- 1x34+ 3 I3 /1434+; I) ) 14] ?.T� — _ Ll — )? + — 511-SPILLWAY DETAIL r) zzih — 1. _ D1 _ 141&.30 ;i05' lT.) /i440.0 -5 134' L . - C1 -4 i446 -23 136'L- 1'f445.23 ;56'LT 21 -t5- 44 +0 r 6 L )/145+00 u ! _ $C _ S dd8+T5 ( 6 Ct - d�4+f5 �3T�4Rl+�b"1- A -1'ifi _ D15-1,11 1 __ 10 „1 1- 80 (.0 lT 145!+ 0 t ! ) _ _ + ( 3 EE SPILLWAY DETAIL D15-16j43p _ +4 - �4RT) '+ M�Tj ,2�Q-- 1A(HO' J I T EN r _ TI .S�'E`}.Wpy,E }{Rp� - -.M F �C151L DI'L- "- pj !3QgoRT /1396.81. 7 T U JC 11G 1! S E S!HUC_�u�FCA��� T6EC �_'i JJS•!� l7i) LI1/ Jy4•J/ 1J4 LTI �S, RED TIIOC PLANS DETAILS 54 1 4 9 31 L r GENERAL NOTESt 1. ADJUST FOR DITCH GRADE �_� ITEMTOTAT.SSEF. 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK 2. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7u 3. PLUG EXISTING PIPE AND ABANDON FOR IFIVAL RECORDS 6JflK ON> 12. ACCEPTABLE. ALTERNATES ARE. 0) TREATMENT 2 STORM SEWER PIPE 0.064" THICK ;5 4. CONNECT TO EXISTING STORM SEWER PIPE. OR CULYERT PIPE b) ALUMinuM STORM SEWER PIPE O.0 ^6v' THICK a 5. FLOW RESTRiCTDR /OIL SEPARATOR REQUIRED, SEE DRAINAGE DETAIL 6 ?AFFLE TYPE FLOW RESTRICTOR RECU R—D, SEE DRAINAGE DETAIL — ___.,_ c) ALUMINILED STORM SEWER PIPE 0.064` THICK 13. NO ALTERNATE PIPE iS ACCEPTABLE T rrNrpFTF rLASS 3000 REQUIRED, SEE DRAINAGE DETAIL � 14. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL DETAIL 9. pµ �� T(' CONSTRUCTED IIIRREINFORCEEDCCCONCRETECCULVERTPPIPE TRASHRRACKARE�UIREB, DETAIL 10. ACCEPTABLE ALTERNATES ARE. "� (�( ry l6. ACCEPTABLE ALTERNATE IS CLASS 17. PLUG EXISTING PIPE a) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK I (�i��ft PLANS ONLY b) PLAIN ALUMINUM CULVERT PIPE 0.050" THICK, (� c) ALUMINIZED STEEL CULVERT PIPE 0.064" THICK ' TATE FED.AID PROJ.NO. - &R 169 19GTH AVE. S.E. /JONES ROAD TO MAPLEWOOD fNUT SN5 10 MASH - :- DESIGNED BY ROB. ENTERED BY LSD /JFK /LRP CHECKED BY m+.•�•a 93WO40 3 _ PROJ. ENGR. T.C. HAMSTRA P.E. a 3,93 REV= p.,wmn Lo STRUCTURE NOTES GIST. ADM. R.D. ANDERSON P.E. smieT Rtvuta mexm�ts Aw u lsl w 2y8 W. CAT F.EY15[ON BY APP I 7�T , a 39 fMt[Tf 9 i %O ; GENERAL NOTES% 1. ADJUST FOR DITCH GRADE 2. BEVELED END SECTION RF° IRED, SEE STANDARD PLAN B -Tc 3. PLUG EXISTING PIPE " ABANDON 4. CONNECT TO EXIST "., STORM SEWER PIPE OR CULVERT PIPE 5. FLOW RESTRICTP IL SEPARATOR REQUIRED. SEE DRAINAGE DETAIL 6. BAFFLE TYPE OW RESTRICTOR REQUIRED, SEE DRAINAGE DETAIL c T. CONCRETE A55 3000 REQUIRED, SEE DRAINAGE DETAIL 8• SEE DP ,SWAY CULVERT DETAIL y w B. TRA', RACK REQUIRED, SEE DRAINAGE DETAIL a v= 10. A' EPTABLE ALTERNATES AREI < r• (REATMENT 2 STEEL CULVERT PIPE 0.064" THICK of PLAIN ALUMINUM CULVERT PIPE 0.060" THICK , I 4 4' O Nm 2 - o �,DNW N ••J VS1 n �s _ WA7 Ut 1Ai L, _ aR RIVER BRIf,GE DETAILS 4.0 10 14 _. Win_ E AC wINEDlj?ICH SE= ._...._...._. ggqA.C�5A]IL�N p gnu CHC N P 3EE�SPTLLWTd+�tETPl- LT. M T.9 L W RR ANH_ ..J T -�— -11 SEE MP _ �c �f I M _• t. HIR91411 ._..__...., _, S EE S_2UCTU�i.L P LANS' iA LS IL25 SEE STRUCTURAI PI ANS /DF -Par S i7771 '4403 . .'._....1: _ 1 I I 1 FOR ---- TOTALS SEES -- -- URpggpOKONE 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL Cl-' c 0.064" THi:K FINAL , 12. ACCEPTABLE ALTERNATES AREt dS 14 ys 7) TREATMENT 2 STORM SEWER PIPE 0.064" THIC _ ` b) ALUMINUM STORM SEWER, PIPE 0.060" THICK �� ; "�e _ c) ALUMINIZED STORM SEWER PIPE 0.064" TH':K ,�! ST RN N 1 4V !3. NO ALTERNATE PIPE IS ArrcP7ABLF � /•� h .� S CON 14. TRASH RACK REQUIRE0, SEE DRAINAGE ' 1 i5. ACCEPTABLE ALTERNATE IS CLASS II '�i CONCRETE CI;LVERT PIPE N LY 16. ACCEPTABLE ALTERNATE IS CLASS 1 1':ED CONCRETF. CULVERT PIPE 1T. PLUG EXISTING PIPE SR 169 waT 196TH AVE. S.E. /JONES ROAD sN6 TO MAPLEWOOD f STRUCTURE NOTES # 44 �e - THE FIRST NUMBER OF "CODE - - - - MOON mwmm� � !F r: - � - n •Y�>«z�ltl�tatrttr•��ta�ti�•i�� �c�ttalrt•��rt•t�� tit�■rtat•�� �� i�ttttal��I�tti�Flr•� L�1I�1lF 61�]I:tfLlEiii• •)[R�w7RIR�fi���t:�No lam ! N7t�y !FF � Y•]6i�1iFFiII•I tCt��EI�7p� �7t� •lR%7�t� 1 -- Ig�i - :. • • 1• ttifitii7�Lr7[.1:i7 ��t��t�t�t� �_ �_t•_�t•��__�_ i�����ti-- ll�l • t<i�� ti�7 ttC•�R•]F7 �t��O� �tr�tit�� fib <tttt<tt�7! li1►g•� � � �R 1• t•�ft•�fiti����� �� ��fttti� ���ti�ti��� I�iFR1tL•til�•itL•L• �1��F -� � �� r�ft1F7 � � �_��_�_��_������ ��� fi�ti fit• �ti ��HF� • SSF7' [f ' =[�11:!!1•�� ft•fi�r���r �t_��� � �� r� 1 � fi �� t!_�_�� �UIF.tt'•ri 7f - �� . tt•t•fi ti�7C'SO�! tt•������ _�� . i! ...; • ; !rr�E t�i����� fifi �t•�����ft�faOtit: Fffii1L•t • � L•i i•R •' �I•fifi =�iiu�� �tLtafi�fi ti � �� ii■ta�t�t�tt��t�t��■t�rta t�t����� tirf_•f a� iLEf�S•I� ��i�i�� i����yy���� iii i _��fi���_�_�f•�_�__a_�� am =��i � •i�r � •. �_ �_fi E��•)[�]l�itEf � ��� tii���fa�_fi �� fi�i���ttt•� ��ami= ' �•���i������tt•�tt•��tifiE'�•� L ii . . F,47fiiili • T.i�� �t�:l�f•��1RfGl[� Elm �� �r�m�s�i���ii R�7[I� • [i:fi![�l �li•��m����[��f�t�l� • r�7fl�lt;A�r�� taco � �l�toitW iem =E��� �trri����ta�>ri���iiwTii� �!� �ttl���t•it��tiii���t���nitaii i GENERAL NOTES% 1. ADJUST FOR DITCH GRADE 2. BEVELED END SECTION RF° IRED, SEE STANDARD PLAN B -Tc 3. PLUG EXISTING PIPE " ABANDON 4. CONNECT TO EXIST "., STORM SEWER PIPE OR CULVERT PIPE 5. FLOW RESTRICTP IL SEPARATOR REQUIRED. SEE DRAINAGE DETAIL 6. BAFFLE TYPE OW RESTRICTOR REQUIRED, SEE DRAINAGE DETAIL c T. CONCRETE A55 3000 REQUIRED, SEE DRAINAGE DETAIL 8• SEE DP ,SWAY CULVERT DETAIL y w B. TRA', RACK REQUIRED, SEE DRAINAGE DETAIL a v= 10. A' EPTABLE ALTERNATES AREI < r• (REATMENT 2 STEEL CULVERT PIPE 0.064" THICK of PLAIN ALUMINUM CULVERT PIPE 0.060" THICK , I 4 4' O Nm 2 - o �,DNW N ••J VS1 n �s _ WA7 Ut 1Ai L, _ aR RIVER BRIf,GE DETAILS 4.0 10 14 _. Win_ E AC wINEDlj?ICH SE= ._...._...._. ggqA.C�5A]IL�N p gnu CHC N P 3EE�SPTLLWTd+�tETPl- LT. M T.9 L W RR ANH_ ..J T -�— -11 SEE MP _ �c �f I M _• t. HIR91411 ._..__...., _, S EE S_2UCTU�i.L P LANS' iA LS IL25 SEE STRUCTURAI PI ANS /DF -Par S i7771 '4403 . .'._....1: _ 1 I I 1 FOR ---- TOTALS SEES -- -- URpggpOKONE 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL Cl-' c 0.064" THi:K FINAL , 12. ACCEPTABLE ALTERNATES AREt dS 14 ys 7) TREATMENT 2 STORM SEWER PIPE 0.064" THIC _ ` b) ALUMINUM STORM SEWER, PIPE 0.060" THICK �� ; "�e _ c) ALUMINIZED STORM SEWER PIPE 0.064" TH':K ,�! ST RN N 1 4V !3. NO ALTERNATE PIPE IS ArrcP7ABLF � /•� h .� S CON 14. TRASH RACK REQUIRE0, SEE DRAINAGE ' 1 i5. ACCEPTABLE ALTERNATE IS CLASS II '�i CONCRETE CI;LVERT PIPE N LY 16. ACCEPTABLE ALTERNATE IS CLASS 1 1':ED CONCRETF. CULVERT PIPE 1T. PLUG EXISTING PIPE SR 169 waT 196TH AVE. S.E. /JONES ROAD sN6 TO MAPLEWOOD f STRUCTURE NOTES # 44 �e .J J ` � � V O J N J V ID NUMBER OF THE CONTRACT W V * v W N V tb N 3 PLANS. THE SECOND WUw._••ER z w N J ¢ a > > „ ° Z y� - la I.l w ¢ w ¢ w o a w W w a REFERS TO THE CGNSTRUCTI ON > < r w r r > c J a w v z V a o f !l\ IyC z z " £ e z rui ZF a a i z FEATURE FOUND ON THE Q p PAfl 71 CULAR SHEET C `E ? �'• �x - r z o t- V C W C W 4 Q W ti X m J J U tl V O V a �\ m w m w m 0 ID ID ID V d O S Z W O 1±yT� v ._. ,Z. .Z_..Z.. p V 0 V V V r r 4 O O 'Lp Q 5 2 Q .l < Q <\ r, i11 ns r ui CY EACH EACH EACH CY �- ^" �70NI CY TON Lc tF IF LF LF LF I "T- LF t,G !F EACH EACH EACH EACH EACH EACH L` STATION I - I T .. ! ,. ! - , 0 a W 2 W 4? REMARKS B���ii����r iii ��i3r�+ii•������ ��� i#�j� i iLi•������i��� �o t !i Ing E� � �lsl[f GENERAL NOTESs 1. ADJUST FOR DITCH GRADE 2. BEVELED END SECTION REQUIRED, SEE STANDARD PLAN B-TO 3. PLUG EXISTING PIPE AND ABANDON 4. CONNECT TO EXISTING STORM SEWER PIPE OR CULVERT PIPE 5. FLOW RESTRICTOR /OIL SEPARATUR REOUIREU, SEE DRAINAGE DETAI 6. BAFFLE TYPE FLOW RESTRICTOR REQUIRED, SEE DRVIiAGE DETAIL °o m 7. CONCRETE CLASS 3000 REQUIRED, SEE DRAINAGE DEVIL B. SEE DRIVEWAY CULVERT OETAIL w w 9. TRASH RACK REQUIRED, SEE DRAINAGE DETAI:_ uz 10. ACCEPTABLE ALTERNATES ARE: = a) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK b) PLAIN ALUMINUM CULVERT PIPE 0.060" THICK c) ALUMINIZED STEEL CULVERT PIPE 0.064" THICK o w a: o i I DESIGNED BY ROB - -- o FNTFF.D BY LSD /JFK /L.RP O z H W CHECKED BY ens /ss gev see ouANrm PROD. ENGR. . . HA A 016/93 REV= W."TRffS Gi5T. ADM. R.O. ANDEHSUN Y.E. 1123/93 v.Ev "NTrRS i�9i r,� �jtjZlJlF1V V,.r.. R ANS" ONLY 10 A 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK 12. ACCEPTABLE ALTERNATES APE: o) TREATMENT 2 STORM SEWER PIPE 0.064" THICK b) ALUMINUM STORM SEWER PIPE 0.060" THICK r) ALUM IN17Fn STORM SEWER PIPE 0,064" THICK 13. NO ALTERNATE PIPE IS ACCEPTABLE I4. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL 15. ACCEPTABLE ALTERNATE 15 "LASS lI REINFORCED CONCRETE CULVERT PIPE 16. ACCEPTABLE ALTERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE 17. PLUG EXISTING PIPE 6s �j A n i 1� 9r,. SR 169 I'M 196TH A'JE. S.E. /JONES ROAD SN7 TO M4APL.EWOOD 8. a STRUCTURE 'NOTES 333 5' 2 2 THE FIRST NUMBER OF = = _ _ ? ? j j > > a a a a a a y y x x z z z z z z CODE DESIGNATION" REFERS TO ThE SHEET a a 0 a W 2 W 4? REMARKS B���ii����r iii ��i3r�+ii•������ ��� i#�j� i iLi•������i��� �o t !i Ing E� � �lsl[f GENERAL NOTESs 1. ADJUST FOR DITCH GRADE 2. BEVELED END SECTION REQUIRED, SEE STANDARD PLAN B-TO 3. PLUG EXISTING PIPE AND ABANDON 4. CONNECT TO EXISTING STORM SEWER PIPE OR CULVERT PIPE 5. FLOW RESTRICTOR /OIL SEPARATUR REOUIREU, SEE DRAINAGE DETAI 6. BAFFLE TYPE FLOW RESTRICTOR REQUIRED, SEE DRVIiAGE DETAIL °o m 7. CONCRETE CLASS 3000 REQUIRED, SEE DRAINAGE DEVIL B. SEE DRIVEWAY CULVERT OETAIL w w 9. TRASH RACK REQUIRED, SEE DRAINAGE DETAI:_ uz 10. ACCEPTABLE ALTERNATES ARE: = a) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK b) PLAIN ALUMINUM CULVERT PIPE 0.060" THICK c) ALUMINIZED STEEL CULVERT PIPE 0.064" THICK o w a: o i I DESIGNED BY ROB - -- o FNTFF.D BY LSD /JFK /L.RP O z H W CHECKED BY ens /ss gev see ouANrm PROD. ENGR. . . HA A 016/93 REV= W."TRffS Gi5T. ADM. R.O. ANDEHSUN Y.E. 1123/93 v.Ev "NTrRS i�9i r,� �jtjZlJlF1V V,.r.. R ANS" ONLY 10 A 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK 12. ACCEPTABLE ALTERNATES APE: o) TREATMENT 2 STORM SEWER PIPE 0.064" THICK b) ALUMINUM STORM SEWER PIPE 0.060" THICK r) ALUM IN17Fn STORM SEWER PIPE 0,064" THICK 13. NO ALTERNATE PIPE IS ACCEPTABLE I4. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL 15. ACCEPTABLE ALTERNATE 15 "LASS lI REINFORCED CONCRETE CULVERT PIPE 16. ACCEPTABLE ALTERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE 17. PLUG EXISTING PIPE 6s �j A n i 1� 9r,. SR 169 I'M 196TH A'JE. S.E. /JONES ROAD SN7 TO M4APL.EWOOD 8. a STRUCTURE 'NOTES 333 5' GENERAL NOTESs 1. ADJUST FOR DITCH GRADE 2. BEVELED END SECTION REQUIRED, SEE STANDARD PLAN B-TO 3. PLUG EXISTING PIPE AND ABANDON 4. CONNECT TO EXISTING STORM SEWER PIPE OR CULVERT PIPE 5. FLOW RESTRICTOR /OIL SEPARATUR REOUIREU, SEE DRAINAGE DETAI 6. BAFFLE TYPE FLOW RESTRICTOR REQUIRED, SEE DRVIiAGE DETAIL °o m 7. CONCRETE CLASS 3000 REQUIRED, SEE DRAINAGE DEVIL B. SEE DRIVEWAY CULVERT OETAIL w w 9. TRASH RACK REQUIRED, SEE DRAINAGE DETAI:_ uz 10. ACCEPTABLE ALTERNATES ARE: = a) TREATMENT 2 STEEL CULVERT PIPE 0.064" THICK b) PLAIN ALUMINUM CULVERT PIPE 0.060" THICK c) ALUMINIZED STEEL CULVERT PIPE 0.064" THICK o w a: o i I DESIGNED BY ROB - -- o FNTFF.D BY LSD /JFK /L.RP O z H W CHECKED BY ens /ss gev see ouANrm PROD. ENGR. . . HA A 016/93 REV= W."TRffS Gi5T. ADM. R.O. ANDEHSUN Y.E. 1123/93 v.Ev "NTrRS i�9i r,� �jtjZlJlF1V V,.r.. R ANS" ONLY 10 A 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL CULVERT PIPE 0.064" THICK 12. ACCEPTABLE ALTERNATES APE: o) TREATMENT 2 STORM SEWER PIPE 0.064" THICK b) ALUMINUM STORM SEWER PIPE 0.060" THICK r) ALUM IN17Fn STORM SEWER PIPE 0,064" THICK 13. NO ALTERNATE PIPE IS ACCEPTABLE I4. TRASH RACK REQUIRED, SEE DRAINAGE DETAIL 15. ACCEPTABLE ALTERNATE 15 "LASS lI REINFORCED CONCRETE CULVERT PIPE 16. ACCEPTABLE ALTERNATE IS CLASS III REINFORCED CONCRETE CULVERT PIPE 17. PLUG EXISTING PIPE 6s �j A n i 1� 9r,. SR 169 I'M 196TH A'JE. S.E. /JONES ROAD SN7 TO M4APL.EWOOD 8. a STRUCTURE 'NOTES 333 5' 1 � >a O N O +- s av w � x d Y Q O s O e.s Hr_ 16�NW N�JN ST 'VirTURE NOTES j il W m a � 4 I THE FIRST WJMC .R OF d d in r ` tOOE TI<Sa6NATIOW' REFERS TO THE SHEET 0 6 f UWSER OF THE CONTRACT Q e' ^ O to _ u PL AHS. THE SECOND NUMBER i O s a z ...• 0 0 W > t ¢ F- -. J J 1 N N Z r ,�-.. Z axaa ,� W W F U O REFERS TO THE WNSTTgJCidDM �. N N __ 1 u x w .J-. �•. `J" 4 i.. c. N Q W 5 W 0> - o ►- o r W W Q W _ FEATURE FLZW ON Tiff PARTICULATE SNEfeT u g u z z" u ,'i,` V JJ - v U 2 s 2 �j _ CL U '_` r < Z O m Q) '� . OC W 0 _ � W X z CC X J m t W Lf a •-• W W 0.m �� iJ N Q N> N N Y %Q a 'L IX tJ V 2 W U' Z lal Z 7 Y/ U d, X W K d..jbm 3 d Ud Jm� J j° - 6 N•-+ O R NV •.l 6 VU 4 U 4l�i� , 2 U m Oo Via, W S x0111 N1a- C C Z 0 U o V o Q q > d 0 r x N STATION LF LF LF LF _ CT SF CY C'Y tY s CT CY L95 (f EACH EACH F rH A. EACH SY CT REMARKS i I- e 6 ail A I a wi 3 .; 110 , 1 16 IJ �1 - v•. o00 ___ ___. .0 3.0 3.5 _- oc _ NE PLANS / TAILS ... 1 12 12 _ __.... _ o :a ?T.A'->'+TS i�'' L,)J14r6'T 1 5 L�' 4 t , ),, 456+88 (4 ) :� 0. 1. I t 4 _ - i 'IMG AIL STflL�iL0.f1 Rt%5/C61.AJLS T a »3 C /146Z (2 r C - �.A..f -�. Tr a - ;JO (2 6 6� lb 0.5 G d.0 3 7�1doTJL�i € T4b ) - �='c F'-•c F,""' ( t LT) /iA6i +46 (42 1 , #- 134 N. P^ 1 YYcFHUtk1A'' k,17iA 17841,-- ?i3!IS' �M' SE 14t 0 WC Ydh4 -L 4 U� NL:. E 4 L iE.$SEQLE ft t 1ihl 0E?l� _ -- +1bT�L -- i cEE ML fA0 �LV:R NA i!i�iE_AI2.iLS.IMNLDEL + Ilia - ^+ O' fi '4f4 20 "5 T! /;476-95 ( 11 1T --1 ` �1T3 y.3L ( 48-f-, el, t3 L.i �.7 ` SP��'4L Li?1E.7 �'TCH SiCTI'1 >.- M ,,� iRANHOLE AOJ!151MrNT AIL s yl -�-a- - �- - 7c 3 t a 76 4 i 7 + +B #25 e - + - -'� 3'C�(1047E le GENERAL NOTES: ucYa 1. ADJUST FOR DITCH GRADE 11. ACCEPTABLE ALTERNATE IS TREATMENT 4 STEEL CULVERT PIPE 0,064` THICK Z. ccyrLcD cyp GCfT_4 GF(1!IIPFO, SEE STANDARD PLAN B -To t2. ACCEPTABLE ALTERNATES ARE: 3. P; ;G EXISTING PIPE ANC ABAN,DDN 1 _, _ _ � �ti P' '�� al TRFATMENT 2 STORM SEWER PIPE 0.064" THICK 4. CONNECT TO EXISTING STORK SEWER PIPE OR CULVERT PIPE ! ~- r'= T( f' VR b) ALUMINUM STORM SETTER PIPE 0.060 THICK S. FLOW RESTRICTOR /OIL SEPARATOR REG'UiRED, SEE DRAINAGE DETAIL ( 1. ii,7 1:O.: R �a f cI ALUMINIZED STORM SEWER PIPE 0.064" THICK G. BAFFLE TYPE FLOW RESTRIC OR REOtiIRED, SEE DRAINAGE DETAIL f K `A 13. NC ALTERNATE PIPE IS ACCEPTABLE ,' c' `• ly 7. CONCRETE CEASS 3000 REDU1RED. SEE DRAINAGE DETAIL p { PIT'ri 14. TRASH RACK REQUIRED. SEE DRAINAGE DETAIL 8. SEE DRIVEWAY CULVERT DETAIL �s't(T PLANS" ONL � 15. ACCEPTABLE ALTERNATE IS CLASS Ii REINFORCED CONCRETE CULVERT PIPE y� 111 REINFORCED CONCRETE CULVERT PIPE 9. TRASH PACK REQUIRED. SEE DRAINAGE DETAIL '{S'" t_.�.- . ---- -- 16. ACCEPTABLE ALTERNATE IS CLASS 10. ACCEPTABLE ALTERNATES ARE: sV 17. PLUG EXISTING PIPE 4en 0) TREATMENT 2 57EEL CULVERT PIPE 0.064" THICK le SEE SHEET PPI FOR ADDITIONAL TOP SOIL TYPE C OUANTRIES. b) PLAIN ALUMINUM CULVERT PIPE_ 0.050 THICK c) ALUOIN17ED STEEL CULVERT PIPE 0.064" THICK a0° TAT• FED.AIO PR0J.N0. SR 169 196TH AVE, S.E. /JONES ROAD CO MAPLEWOOD MCCT SNB 30 MASH DESIGNED BY ROB. cuYCDCR AY i_C ^,i.IGXi) RP e/13/93 t-VED W :TEVS- +_o CHECKED BY 116/93 WeSED 7A5r -, E5. ACM WTE AIM DELETM 93WO40 79 Q PROD. EN-GR. . HAMS RA QiaM EWW M%ft N STMXTUE Lp - _ DiST. AAM. R.Q. ANDERSON P.E� STRUCTURE NOTES �„ ns awca as vis c nvT+YT o, �z° DATE Rev,sIDM BT APP D 5 -� STA1108 1422 +50 52' LT TO -- - -- - - -- - -- - -- -- ... - - -'-- - — ---- - -...- - - - - - -- - - - -- - -- -.. STATION 1427+50-56' LT - k k- J - - - - - -- — 6a -- — - - - - - -- 0 0.400% BOTTOM OF DITCW EACAVA :ION - 75 O b O Q O O O O O O O O STATION 14 ?1 +50 56` LT TO -4J - -- -- - - -- -- -- - -- - - - - -- -STATION - 1432+00 SS4 Li -- Frv, R "AS CONSTRUCTED PLANS" ONLY gs-A. r«. a.a Hl mw SR 169 �T DRAWN ;FK SC 1fA5i1 �BS�iI#gtoe State 196TH AVF- SF—/JONES RW "rA - -' PCs Deportment of Transportation TO I rMW = .a;, m. ^.M =�MEa ,7FR +� a Zvi EWeraT C.4A�FAwr 9.E. 93Nt040 aw?: J v sT Au+K. R :w a air. CMTRACt ES. I �'�R.�$ rr�Ep m se a DITCH MW ILES 333 a 0 0 s W J a z 0 a rc z mr �o r TA. U FFU. A:O PROJ. NU. x HIGHWAY DIVISION aaagnvEC g Washington State .�•_ .�•• W& of Transportation r ...w�. w. SR 169 I%TH AVE. S.£. /JOKES ROAD TO Ta Wfl ora. .. 123 v a3 1�0 V(ASH ` DRA;VN JFK IrHECKED DESIGN RO0 JFK J� C FA 931040 CONTRACT NO. Y2 9Y VROJ. ENGR_ T.C.NAMSTRA P.E. _ DITCH FILES D ST. AOH. R.6.AU0fRS0N P.E. ;S: � O _ REVISION Y AFP 0 O O 0 ewe 5TAT10l1� 1143 +00 56' LT TO i I ; 1447 +50 l0'--1{. - -- -- - -- -_,_ -. - -- -- -. - _ a p • • 1 i I F i I I -- 5 T 75 i 2 W 217;; 80TTON OF DITCii EXCAVATION - - -- :..-- -- -- -- -- - - -- �___ —_ - - •- - -a...- 415 -- - ._ _ __ __-- - - -- �_ - -- -- -- - -- -- ._.- - - - _•- - -- -- --'- -_ _ _� _ __ - _ 65 - -- - - - - - - -- — 47 +50 TO" LT STATION 14 70 450 +00 -78 Li } FOR "AS CONSTRUCTED j , ISTATE FED. AID PRO,. 3--vTrr,,M HIGHWAY DIVISION SR 169 »KII 10 WASH Aft Washington State 196TH AVE. S.L/J0NES ROAD MESSIGN R.^9 � _ CIECKED JFA m 1 e A • % Dspaftment of Transportation TO MAPLEWOOD aaOJ. ENGR. T.C.M►16t%il v,E. 93W040 124 177 AGM. N.O.AtPEWWK P.E. L REVISION ':'AP? r �Ry DITCH ¢RVItES 333 ynit�t0 w � F h , a. r 1 - - -- i TG OF BITCH -- ' - -- -- - - - - - - ?5 _ Qq EXCAVATION j ^ ' n a o p o 0 0 0 0 o 0 kn 0 5TAT10l1� 1143 +00 56' LT TO i I ; 1447 +50 l0'--1{. - -- -- - -- -_,_ -. - -- -- -. - _ a p • • 1 i I F i I I -- 5 T 75 i 2 W 217;; 80TTON OF DITCii EXCAVATION - - -- :..-- -- -- -- -- - - -- �___ —_ - - •- - -a...- 415 -- - ._ _ __ __-- - - -- �_ - -- -- -- - -- -- ._.- - - - _•- - -- -- --'- -_ _ _� _ __ - _ 65 - -- - - - - - - -- — 47 +50 TO" LT STATION 14 70 450 +00 -78 Li } FOR "AS CONSTRUCTED j , ISTATE FED. AID PRO,. 3--vTrr,,M HIGHWAY DIVISION SR 169 »KII 10 WASH Aft Washington State 196TH AVE. S.L/J0NES ROAD MESSIGN R.^9 � _ CIECKED JFA m 1 e A • % Dspaftment of Transportation TO MAPLEWOOD aaOJ. ENGR. T.C.M►16t%il v,E. 93W040 124 177 AGM. N.O.AtPEWWK P.E. L REVISION ':'AP? r �Ry DITCH ¢RVItES 333 ynit�t0 0 0 0 s W J n K O f O C N W yeti N � NUMBER I Department of Transportation 7'0 tAaPLEW 1040 ��� AerMO. DITCH PRUFILES 333 2 99 �vcROrEO ....o....� %p rta. � p Q W 3 PJi W m�N i LEGQ'jlD ASPHALT COh ".:RE';: PAVn!ENT CLASS A, WEARING CJXRS1;. COMPACTED DEPTH (D ASPHALT CONCRETE PAVEMENT CLASS A. LEVELING COURSE. COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B. WEARING COURSE. COMPACTED DEPTH 4� ASPHALT CONCRETE FOR PRELEVELING. CLASS 8 5D ASPHALT CONCRETE PAVEMENT CLASS E. COMPACTED DEPTH 6O ASPHALT TREATED BASE„ COMPACTED DEPTH 7O CRUSHED SURFACING TOP COURSE. COMPACTED DEPTH 8� CRUSHED SURFACING BASE COURSE, COMPACTED DEPTH V CP.A:EL $OR ?OW, T++CLUDTNG HAUL GENERAL NOTES 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS 2. ALL CUTS MADE IN EXISITNG ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT IN ACCORDANCE W:TH SECTION 2 -02.3 (3). 1 SEE PAVING AND CHANNELIZATION PLANS FOR ROADWAY WIDTHS. xn.i::P ►.z .... cvoerwr- .ew+nvc ov � -!o POND VIC.1437 +50 INSLOPE 4:1, BACKSLOPE 3:1 POND VIC. 1453 +50 INSLOPE SA. SACKSLOPE NST 3:1 PVC LINER TYP. LINER PLACEMENT AT PAVEMENT EDGE 1' STA 1278 +60(105'RT) TO 1279 +85(100'RT) -- D4/3 STA 1286 +00(95'RT) TO 1288 +00(103'RT) - D4/5 STA 1294 +00(75' RT) TO 1298 +00(75'RT) - D5/7 STA 1321 +00(85'RT) TO 1321 +75(90'RT) - D7/4 STA 1373 +50(81'RT) TO 1375 +50(84'RT) - 010/6 STA 1393 +50(90'RT) TO 1393 +85(I05'RT) -J)12/2 STA 1412 +79(8VRT) TO 1416 +70(83'RT) - D13/4 2'•1 3' STA 1353 +94(85'RT) TO 1359 +60(115'RT) - 09/1 ?'1 STA 1318 +50(93'RT) TO 1319 +40(90'RT) - D7 /8 STA 1350 +44(78'R'1) TO 1353.94 185' RT1 - D9/3 DITCH SECTIONS VARIES NST 4:1 VARIES NST 3:1 S OR 3' 1.5'� JrI 1 tOP� 11.5' OR 3' AT DETENTION POND PVC LINER 1400+50(47'RT) TO 1431 +67(42'RT) - D12/8 1412 +50(45'LT) TO 1432 +00(59'LT) -013/3 1433+50(89'LT) TO 1437 +10(94'LT) -014/9 DETENTION POND 1437+70(911T) TO 1438 +00(91'LT) - 014/9 DETENTION POND 1443+00(56'LT) TO 1450 +00(78'LT) - D15/5 1' OR 3' SPECIAL LINED DITCH SLCTION LEFT OR RIGHT SIDE VARIES NST 3:1 PAVEMENT EDGE 1.5' OR 3' AT DETENTION POND_ c \TOP SOIL T, .5' OR 3' AT DETENTION POND FAIN. IS PVC LINER 1451 +80(89'LT) TO 1453 +',0(88'LT) - D15/12 DETENTION POND 1453 +50(81'LT) TO 1453 +80(77'LT) - D15/12 DETENTION POND 3' SPECIAL LINED DITCH SECTION VARIES NST 2:1 �{t 1� Q SIDEWALK f� MIN. 9.- -,TOP SOIL,- C7' �-� PVC LINER r- 1i MIN. 1.5' O .1, cj y 6 f`1 1479 +32 ""LT) TO 1482 +80(50'LT) -D17/9 t 1' SPECIAL LINED DITCH SECTION Y1 70 p, rn� . 14. HIGHWAY DIVISION 10 ]WASH Washington State SR 169 196TH AVE S.E. /JONES ROAD Zi N-WER Department of Transportation To MAPLL WOOD 93WO40 :pNTWT K. ,�4�.� DRAINAGE DITCH SECTIONS 'I z 1 f mu El,"Eas 1 c DD1 126 333 s�ccrs iFiL /40 w a = 2 c^ O O N N W ��J✓1 15' ROAD HYDRO SEED ENTIRE DITCH SECTION SR -169 TOP OF POND 90 ELEV. 79.0 27 � -- – – – – – – _ – WATER SURFACE SG ELEV. 77.0 MAX 4 L' i L— \– EXISTING 3 LINER FOR SPILL GRADE CONTAINMENT 7D 6" fIFAD 3' ELEV. 74.00 STORAGE BOTTOM OF POND I 30 LF I 60 — _2% 90 - -- 80 ----------- - - - - -- - 70 60 DETENTION POND NO. 1 SEE DRAINAGE DETAILS STA. 1437+50 Aalk Washington State Department of Transportation 1 %" JW-A EWiNEERS INC. -- 90 _ C. •. 80 "U 70 �vr � _ 60 �I SR 169 196TH AVE. S.E. /JONES ROAD TO MAPLEWOOD DETENTION POND PROFILES DD2 127 a s3L33 SRIt. %- s. HYDRO SEED ENTIRE POND SECTION SR -169 90 -.. TOP OF POND I ELEV. 70.0 80 WATER 2% I ELEV. 7G_- – – – eMAXI p FOR SPILL - EXISTING AINMENT GRADE BO 4.5' DEAD I ELEV. 61.50 STORAGE–/ I BOTTOM OF POND - VARIES- SEE PLAN POND SEE DRAINAGE DETAILS STA. 1453 +50 srnrE veo. Am PRO J. No 7 RT HIGHWAY DIVISION s 10 WASH ,t ,toe NuueeR DRAWN D.I. TILLSON DESIGNED BY K, BOYD CHECKED BY K. ZENTNER C PRDJ. ENGR. T.C. HAMSTRA PE 0 93W040 - APPROYEO. – DIST. ADM. R.O. ANDERSON PE 7 /n/ ar.,m „w Dm io co3�R.0 `i29p nArFi � REVISInN Nr APP'D >noi,oa, rt>e eu c�aoas�aicu�ortu.twc oav t. to Aalk Washington State Department of Transportation 1 %" JW-A EWiNEERS INC. -- 90 _ C. •. 80 "U 70 �vr � _ 60 �I SR 169 196TH AVE. S.E. /JONES ROAD TO MAPLEWOOD DETENTION POND PROFILES DD2 127 a s3L33 SRIt. %- s. M = o ('1 TAZLE f STPw'CTI.'4C., AT THE POW =-E ELEVATION OUTLET ESEVATIGN O:'fa.FL^..k' ELEVATION ) STORM Dix Ei.EV, STORM OIA F1EV. f 74.5 74.5 75.0 5° 72.5 5/2 74.5 2 66.0 56.0 58.0 3' 64.D 4' S6.S A PUN VIEW I-1 ROUND MAM40L.E CO%" MARKED 'DRAIN' WITH L.ODUINC BOLTS HANOHC.D OVE'FFLOW SLEVA'. TO PROVIDE DETENTION o1 ADD OIL SEPARATION H s �— STEPS OR PER PLANS, SEE TABLE 1 �g LIFT HANDLE RESTRICTOR PLATE ,m WITH ORIFICE, 10YR STORM, SEE TABLE I — CLEANOUT/SHE R GATE. PIPE SUPPORT(S% 8' DIA MIN. 3' x .075' ALJM, OR .07"9' STEEL � ,%� (SEE NOTE 3) o � �- -°— INLET A- METAL PIPE z OUTLET TO OVERFLOW Z I.E. ROM POND STRUCTURE, TABLE 1 +� (SEE NOTE 8) a SEE TABLE I 3 io o RFSiRICTCR PLATE _ WITH ORIFICE, 2YR REMOVABLE STORM, TABLE 1 r WATERTIGHT (SEE NOTE 9) COUPLING •' f -14- MIN " DIAMETER — PLATE WITH ORIFICE AS DETAIL SPECIFIED SECTION A -A ELBOW CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR - OIL SEPARATOR 10 ■ NOiM i EXCEPT AS 940M OR N07ED. V41TS SHALL BE CONSTRUCTED RI ACCORDANCE WITH THE REOLMMOM FOR CAT04 BASIN TYPE 2, 54' MIMIAAN DIAMETER, 2 FOR DETAILS SHOWING GRADE RLSO, LADDER. STEPS. HANDHOLDS, AND TOP SLABS, SEE STAWARD PLAN 'MISCELLAREOUS CATCH BASIN DETAILS_ 3 PIPE SUPPORTS AND RESTRICTCR; SEPARATOR SHALL BE OF THE SAME MATERIAL, AND ANCHORED AT S MAX SPACING BY `710' DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2' IN W:kL 4 THE RESTPTCTOR /SEPARATOR SHALL LE FABRICATED FROM .080' ALUMINUM, .064' ALUMINIZED STM., OR .OW GALVANIZED STEEL PIPE: IN ACCORDANCE WITH AASHTO M 35, M 196, M 197, ARID M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 5 OUTLET SHALL BE CONNECTED TO CA.VERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GWXTED INTO THE BEEIi OF CONCRETE PIPE 6 THE VERTICAL RISER STEM OF THE RESTRICTOR /SEPARATOR SHALL BE THE SAYE DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH AN 8° MINIMUM DIAMETER 7 FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT• - A. CL£ANOUT GATE tS VISIBLE FROM THE TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RiSEP AND GATE C. FRAME IS CLEAR. OF CURB (IF ANY EXISTS). 8 MULTI - ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ACM WF i Arx, E 0 FARANrE. SL 7E OF n BOWS AND PLAC. _ T TO BW DETFRUTNfP BY THE ENGINEER. 9 RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT PLANS. OMIT PLATE W FOR OIL .w.u110" C----CL ONLY. >ECW.ED CF --!hG iii BE CUT RC-Ww AND SMOOTH. 10 Cj_ANDUT /SHEAR GATE ALUMINUM ALLOY PER STANDARD ASTM 8- 26- ZG-320 OR CAST IRON ASTM A48 CLASS 309 AS REOUJYE LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REOUIRED. NEOPRENE RUBBER GASKET REWIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE . MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/D' DIA. STAINLESS STEEL. 11 ALTERNATE CLEANOUT/ -AFAR GATES TO THE 0&SION SHOW/ ON SHEET 2 IS ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX SOLT. 10 3'S° BOLT CIRCLE FOR BOLTING TO THE FLANU'C COhNECTIOI4 12 GATE SHALL NOT OPFN REYONO THE GEAR OPENING AS SHOWN ON 'MAX OPENING OF GATE' uwu l.•, nuw+r �OV:6:= S "GiF 7An', Cat SOME OTriu OE' ICE. 13 MA,I.NTAIM 45' ON'VERTICAL7 BARS AND 7'C.G MAX SPACING. OF BARS AROUND LOWER STEEL BAUD. 14 METAL PARTS: CrW&OSION RESISTANT, STEEL PMTS: GALVANIZED HOOK CLAMPS (4) PLACES �45' � EVENLY SPACED SEE DETAIL 15 (TYP.) SEE NOTE 13 SMOOTH �\ VERTICAL CB RISER +4' M SMOOTH SAM PROVIDE PAINT. A4:,.ESS BY EQUALLY SPADED- (4' O.C. MAX) ' "•; "£, ,1,°,l. B 1� t".EI.DING (4) CROSS BARS TO (4) VENT. BARS AS SHOWN. RISER WITH TWO 5 /8' DIA BOLTS HINGE UPPER ENDS W/ FLANGES MIN I)A9EDMENT 2' IN WALL ;'•.,,.[ -`v?i BOLTS & PROVIDE LOCKING /4 THTCY. x 4' WIDE S MECHANISM (W/ PADLOCU) ON LONG SMOOTH BARS MELDED A LOWER END. LOCATE LADDER TO UPPER & LOWER BANDS STEPS DIRECTLY BELOW (24 BARS EVENLY SPACED SEE NOTES 13 & 14) - - LOWER STEEL BAND 3/4' THICK A 4' WIDE FORMED C.B. RISER PLAN VIEW TO FIT IN GROOVE OF G.B. RISER. SEE NOTE 1 24' UPPER STEEL BAND 3'1 IHICf[ x 4' WIDE OVERFLOW ELEV. SEE TABLE 1 �— STEPS OR LADDER z_ o la INLET FROM FLOW RESTRATO R /OIL SEPERA?OR OUTLET El", J SEE TABLE I —J SECTION B -B �45' � SMOOTH VERTICAL CB RISER BARS —HOOK. CLAMP ANCHORED TO C.B. RISER WITH TWO 5 /8' DIA BOLTS MIN I)A9EDMENT 2' IN WALL DETAIL HOOK CLAMP CATCH BASIN TYPE 2 OVERFLOW STRUCTURE "jAAvn FFOR "AS CONSTkVfED j PLANS" ONLY HIGHWAY DIVISION Washington State Department of Transportation APPRi IY40 AMA ar.. Lt: *ERS m(:. SR 169 DD3 196TH AVE. S.E. /JONES ROAD TO MAPLEWOOD 128 DRAINAGE: DETAILS 333 I Js GROOVE FOR 49' Md I ' 0-0 BARS r Tll!CK SLAB: "RE.F. PLACXWD CLEAR OF BOTTOM FACE 72" TO 48" REDUCING SLAB NOT TO SCALE ASPHALT NOT TO SCALE CLASS tv WASH A.0 reva, I;lj REINFORCED 0.35' HIGHWAY DIVISION IPPROWD 18' PIPE METRO STD. LOCKING FRAME AND COVER D04 pR�w �4 P-L 1�0 CONCRETE CLASS "DOO 01 IC�( FLOW LINE DESUN. of K. 80YJ J3ACKFTLL AS PER STANDARD Spi. IFICAFIONS c 7-OZ.3 GRAVEL BA.CKFILL FOR PIPE BEDINI-1 PER STANDARD PLAN B-11— DRIVEWAY CULVERT DETAIL NOT TO SCALE NOTES: 1. MAMHOLE STEPS ARE NOT REWRED. Z PRECAST VERTICAL SECTIONS SHALL CONFORM TO A.S.T.M. DLSI%94ATION C76 OR CPAW 102 3. LOCATE ECCENTRIC MANHOLE CONE SO THAT CENTER OF FRAME AND COVER 15 OVER � Of MANHOLE CHANNEL UNLESS OTHER'or.SE DIRECTED. 4. ALL JOINTS, FXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. 8' THICK SLAS BARS WIRE IE14MF C 2 OF BOTTOM FACE 72" TO 26" REDUCING SLAB e" THICK SLAI W/REINF, P-9 " CLEAR OF BOTTOM FACE rZ I)?. 48" TO 26" REDUCING SLAB NOT TO SCALE NOT TO SCALE 10 WASH A.0 reva, I;lj IL ,g�? J�:- HIGHWAY DIVISION IPPROWD AM Washington State Vj,# Department of Transportatior MCA METRO STD. LOCKING FRAME AND COVER D04 pR�w �4 P-L 1�0 DESUN. of K. 80YJ DITCH LH_E-�KED Bj_L_ZLhTNFR, CONC. ADJUSTING BLOCKS X. Nuwun 93W040 — 129 333 SEE NOTE 3 PRECAST SLAB DRAINAGE DETAILS LAST.FNI�;R. LAST. AD��. R.Q. W761—�_RSON PE f, ,QUARRY'�� ,,ALLS dJ w0 STD- 4O' '—SHALLOx TYPE- R Ht 26" DIAM. .. 00,__ 0 R Q) 72^ 58' SPILLWAY DETAIL NOT TO SCALE METRO SEWER MANHOLE ADJUSTMENT NOT TO SCALE 4s FOR "AS CONSTRUICTED ONLY 10 WASH A.0 reva, I;lj IL 'sue- HIGHWAY DIVISION IPPROWD AM Washington State Vj,# Department of Transportatior MCA SR 169 196TH AVE SF—/JONES ROAD TO MAPLEWOOD D04 pR�w �4 P-L 1�0 DESUN. of K. 80YJ LH_E-�KED Bj_L_ZLhTNFR, X. Nuwun 93W040 — 129 333 T.C. HAW PE Yz DRAINAGE DETAILS LAST.FNI�;R. LAST. AD��. R.Q. W761—�_RSON PE 17, APP,5 SYMBOL IYPE OF ♦N-Y. GUAN111Y OF. MI% BOTANICAL 'NAME. COMMUN'N'4ME 512E AND CRMRI ?.i UN SPACING ,p 5 -N_S. 'SfiLC 4F, CA'1 HIN Ni11 E5 154 5% ACU CLRCl+NATOM 4GEH MACROPHYLLUM 1 N14E MAPL£ BIG LEAF 'MAPLE 1.0 BAREROO:f 18" BARERODT 4 5 -0" D.C. .I 5'-D"" 0_C 1 1..3. '. TYRE 3 SMALL 'URR GHT IREi Io.0 ULCIRUOUS SEED1Nt1 141EE SH -SKCI *ACS f OR 44LAN LING UL 1:A 11S i '4,, SHE:F7'MC5 T +UR PL+A':Iii C; DElLJL' / TYPE I RIPARIAN idI 1� 202 CORNU5 SERICE.A i REDTN'I6 DOGWOOD 15 "*I'N. BARER007; 5 -0" D.C. 5.2. CRADE STE Si4 f 1 ACF- TL -3 -W RF 'TAI L"S A.Ytt, . 15% SAL!% 5P. "NATIVE 46iL0:+ 3'-A' CUTTI'NG 5 -© Q.C.' Z...l ,b.. a. TYPf 5 -,EE S!F (.T AICS NRN PL AN1iN!• DF TA145 PL A1.1 Nt URE -A .tI 'roll. CRE:L4, 1 - f�r.tlLLe.l� !I p-, z:-. 25% 204, THUJA PLICATA ! Si MPHORlC4RPU5 4LBV5 WESTERN H CEDAR; SNJtIBERRi' 175,MIN. 2-I SEEDING i -1 Colo.. 5 0" 0_C. 5 v, Q_C_ I. 1.., CONE 'l%PE ELIEP.GHE£N 2.1.5.T ANO :.2_: 4E'E >HEfI W!', -! 1W -L AN I%C; OflZ34S SfC SHE! 1 MC5 :f EIR rPL'ANI INO DETAIIS NE;LAND SEED MI% z ��z - j„'9rr5 SO.F'L. • PLANT SPECIE COMBINATION SHALL BE RANDOMLY MIXED. NOTE:t PLANTING AREA '1' :UP FROM TOE OF STREAM I 4 3t, �:'.?n ES Is. PL4NR"IG i NA i1V�MAi RIA P'LO T I SECTION A I r,EY LF1N'AL w;.1I nrl� E'E'R. 1aLt ,EE SPECA : NMI 1324 .- - 113266 SR rt69 - ------------ -'- J i PROGRAM DEVELOPUE T DIVISION 93W�4� cmtwict lIA. PL AN - -.-_ -, FOR "AS CONSTRUCTED I SCALE ®AI F'Ef A � t L - 55,R 169 Washington State DP4C Deprtaent of Transportot+vn 196TH A�9E. S. .9J !d�5 �. �a " tif£ ItId ! I y\ T. 2 3 N. R.6 E: W M. y•c�cR- EnsEw -v. MGR �INUUFHAIENT TC UN1v o N SLO-E EASENF. ,£ -�� OF PROJECT aPi 169 MP 19 j \\ .2( iir _- -- _- �___• -FL EXPP Er,.p�. r, FLL -� �F,X ®l`= - •iXAP. - �E7(PP�` E == 2L 24''27 --- N,270 0 °W N21•'i4'-27.23°W -`��:, - �� .---- -= _=-- '- -' --- - -- IEXTJD EXPP EXPP t xuR EXPP D ANCN 1239 +06.72 PC, _ N2f °Z2r24.7 "W - ExRwvH -w N 21.22'247•W � SR R/W 221 +1§.25 PC.- -- L69 STA. 1234 +20.42 POT- �•� - JONES RD, STA. Ci OO.Ov R/W 226 +a.51 136TN STA. 133+60.36 0 SO 0 _------ -- --- �'_� SCALEM FEET CEDAR RIVER a r� �FO As�LO ILY WTATZ FKD. Ala rRaJ, No. HIGHWAY DIVISION j DRAWN 6.RICNARDSON to w Washington State 196TH AVE. S,E.6JONES ROAD ]333 W4 t of T� TO MAPLEWOOD r"0j. B K. ZE.NTNER 9�0 a MtOJ_e nLLT.Cr HAM`TR NINA ®Js R DRAINAGE PLAN DIDY.ADY..RR,ANDCRS0N ? DATIR REYIDNJN it , OriT romm f7Po�it ' 'iii RAMw1D WR T 2 3 N R.6 E,. W. M. DRAWN G. RICHARD" cisom MMMIR 1�110 93WO40 i6Q ow POM sm-o" 4 ^T 'FOR "A3 Ll co —vi L—p IANS '—'Qii"Ly am SR 169 E12 MTH AVE. SE-/J0MES RCAD TO MAPLEAYn-e-%" 333 6C :bi 0, . a'r T 2 3 N. R.6 E. W M. a SLOPE EASEME4R �I,:'C rt:d+ ::ic_' k a r 4"OAA" E i11T t rX 6 C- Y _ .. EE E CFEN —E —X rxp. Ewp— -- - - - ° —_ `�"•� --T2W ------ - - - - °- — 1265 SR 169 1270 0 0 - ""_°3-"� � a --.. 1- ` � ` 1 1'`�1 -� � �L;�' „-- f ► k/11f 2M t 5'.O2 w -- ��- .-i.. -'P� 1. � M� w 'EDAR RIPER -- -� m �---' O 50 l 100 m m c n • SCALE IN FEET , � Ff i ii T 2 3 N. R. 6 E. W.M. I M n r DRAINAGE EASEMENT DWAGE EASEMENT X97+93.4'3 PT. n I r Y ` h /�_ _ r . 1 _ - - - _ S — E X?V EX� v- 1275 SR 1 69 128L 1285 ` XTMH Ex a- S N 82' 27'26 7" M' Ex wsS l O D + .. �_ _ - .. 1 a�-- -r + d LJ N 82° 20' 45.8' W -- ¢. 5 i r N I R/W 256+57.03 n AR RaVCR r 1285+67.00 P G_ r -}- -1 i P SCALE IN FEET FOR�y L PLAN ", *-TTj nw.AID.woj.No HIGHWAY [iIVISIL' s" - Am �', Ih' ®t9 St+p� 1 i i ns� on ar�ear we. 196TH AVE. S.E./J§ �tOliD TO MAPLE%:CiCN: Ll� 'EO �. 43W040 D"WH G. UCHARDSON CM9CKM K. ZENTNER 83 333 - "0 K!!iu C. MAfA-gTR.A PE. - QUIT. IDOL. RQANDERSUM j - � Z F LSRAf�fAGE -PLAN DAY! R[V7$IDN PY A DOT salty mosl ApAwd sm S1 fb " FOR O a& Wad*m;km stme SR 169 D5 W Depwtnvt of Tv Wpm bkm 196TH AVE. S.F-IJCW-S ROAD TO U-P-P%-FWOW 04 'K.Zt*rrW'* sin PWM, VOM TX. "MSTU VS DOT °o 3 � a W Q S. y o r INDEX PLAN SNO. REFERENCE TI TLE N0. 240 1 Gvi GENERAL NOTES 241 M51 DELETED 242 MSZ MECHANICALL STABILIZED EARTH WALL PLAN, ELEVATION AND SECTION N1W3 248 BC2 DELETED 249 - 250 BC3 - BC4 MADSEN CREEK: BOX CU:.[77S DE -'A!LS 251, 251A BCS, BCSA MAPLEWOOD CREEK: TRANSITION STRUCTURE 252,252A BC6,9CGA MAPLEWOOD CREEK: TRANSITION STRUCTURE - SECTIONS AND DETAILS 253 BC7 MAPLEWOOD CREEK: TRANSITION STRUCTURE - REINFORCING - BOTTOM SLAB 254- 255 BC8 -BC9 MAPLEWOOD CREEK: TRANSITION STRUCTURE - SECTIONS AND DETAILS 256 BC10 MAPLEWOOD CREEK: TRANSITION STRUCTURE - REINFORCING - TOP SLAB ?57 RCII uepl rwn,ln rprrw- MA 'gTTTnN CTPilrTIIP. — cPr T[nNC ANn nr feil C r INDEX �u�cT PLAN ENO. { REFERENCE N0. _ 266 FW7 FISHWA 267 FW9 FISHWA BAR _ 9R4 cl -r.'7 I SIGNING AND ILLUMINATION 149TH, AVE SE - TRAFFIC SIGNAL PLF 149TH AVE SE - WIRING TERMINATIO! 144TH CONTROLLER CA9INE'i DETAILS 140TH WAY SL - IhArrii. SIGNA -i r 140TH WAY SE - WIRING TERMINATIO 140TH CONTROLLER CABINET DETAILS 13113T AVE SE - TRAFFIC SIGNAL PLA 131ST AVE SE - WIRING TERMINATIOP 131ST CONTROLLER CABINET DE ?AILS 294 295 296 - 297 298 - 29 °. 300--315 316-332 TCI- Ti TLE ztU FW1 FISHWAY: LAYOUT AND SECTIONS 261 FW2 FISHWAY: ELEVATION AND SECTION 262 FW3 FISHWAY: WIER AND BRIDGE DETAILS PLAN ad•i EFERENC NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DISIGNATIONS 263 FW4 FISHWAY., WEIR AND DETAILS ND' AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, T REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. r 264 FW5 FISHWAY: HANDRAIL, ELEVATIONS AND DETAILS or'! f ` n� ED 265 FW6 FISHWAY: BRIDGES P 4. UkLY '14T` FED. A'' ',R°J HIGHWAY DIVISION SR 169 TRAWN 10 WASH Washington State 196TH AVE. SE./JONES ROAD IN2 )ESIGNFD 9Y TO MAPLEWOOD - HFCKED BY ,;,g 4, ?.PER Department of Transportation . -ROJ. ENGR, tans aa� xot 93N+04O ADM. DELETM SHEET NO. 241 B 248 L :ONTRACT wa. ice'# INDEX 333 -ATE REV!SIJN jt2y APF . 7-11 /�PAOVED cacao rss ;!�c _ - -- . _ ,::s,:,d.>:..�,.. �:.�u� .r .,.•..•.�.. -x _ ._- _ 44.44 __ 4,_444. . -_ - _az --,.. T 23N. R.5E. WM. UJ V7 EX a's -zoo ST. ;,;W" SR 169 vm�s- 1505 FV* 301-58 83 WW Z%-33-39 P.T - — — — - - — — — — - PT 1310-92. 55 P.C. 286.5cm si 160 4 SCALE u.EEI POT Faer vl.�"l FA~ WU AY OW'slom Amm, WnhkWon Stab 41,= VIAF D"ejmmt of TrwopwUtion PA ON . W*11 s P SR 169 D6 196TH AVE Sf-/JOWS ROAD TO MAPLEWOOD 85 3 DRAINAGE PLAN H3;3 m 0 W 2 b Y S Q 0 0 m e T.23N.R.5E. W.M. as so tAo PDXID stag w Fscs r Y Y AA� 70 nr s w w a r FOR "'AS CONSTR!"iCTED PLANS" ONLY _ewa HIGHWAY DIVISION Aft DRAWN S.RICHARC90N � Si !4 Qn ftft .. ROAD eaetaceD K. ziNTNER �Y of TI`lfli¢ M 196tH 4 � E� aRU�.lN9R.T.C.HArfSTPA P 93*040 MY. ADM.. R2. ANDERSON "_AD. NCA DA°, is REV""" wv ApW q ¢ $ PLAN 333 DOT roiarme�e l i m 0 W 2 b Y S Q 0 0 m e T.23N.R.5E. W.M. as so tAo PDXID stag w Fscs r Y Y AA� 70 nr s w w a r FOR "'AS CONSTR!"iCTED PLANS" ONLY _ewa HIGHWAY DIVISION Aft DRAWN S.RICHARC90N � Si !4 Qn ftft .. ROAD eaetaceD K. ziNTNER �Y of TI`lfli¢ M 196tH 4 � E� aRU�.lN9R.T.C.HArfSTPA P 93*040 MY. ADM.. R2. ANDERSON "_AD. NCA DA°, is REV""" wv ApW q ¢ $ PLAN 333 DOT roiarme�e l T. 2 3 N. R.5 E. W. M X,.. . 0 t1Fl,' NAW EASOMM E1ti<, ! Lk't,E fr e'.1f�t OP/1iN16E EASEMENT 134314, (i:4`tt1 e. 1346♦47.i3 PT. Faro - -/� _ — — --- �s�:�-- -� -�--- cd `B-�+,:.�' - --- ��i. —^— __------- - -Law- - -- —_ —_ —_ — —�' - ------- - - - - -- -- 134011 - -- - - - - -�— - - - - -- _ >n R 88.21' 52..3• it +^:• ' - rte: .._ - -- -- _l� 00 — .- - � -- —. � - -- LL POND OVTfA R!VEtR �— it�w 33Y. ss.se r PON 0 o so NXY SCAU IN TEET PLANS" SLY IM's ,.Z. *TAi M.AODplit —,o - HiGr`WAYiaivoaiON tx+� si lautrras a D K,ZfiFTti£R w On S 169 D$ V !9G i i AVE. AiE. S.E /10�E5 ROAD of T TO MAPLEWOOD .� 14ldA. t+eS{t T.C. PV.ieY.STRA P.E 93*040 87 ,. �.:: ' . i PE ccaarrcrns ORAMIAGE PLAN 333 wTf ncraaow w y • 4 ,�"' DOT i�eaisfttstt fK'i T.23 N. R.5 t. W.M. I io 160 SCALE W FEET SW O FOR A-) C0r%`l-l)TRjjrTrD r1f, F LA N ISTATI FM AW PROJ. kO, HIGHWAY DIVISION SR 169 DRAW" G.Rr-HAF(D sn,u W#*lkV0n ftft D9 1%IrM AVE. S.E./JONES ROAD tam i7yoDoMtrant of Tv, sm!'Knts TO MAPLEWOOD — 3-wo4c 68 .f,'�RA ILE -- WN PL - ow, DRAWA13E P',AW 333 DATI Ravivok POT r —.— "40-- Sell T 23N_ R,5E. lei M. a - - a Y IM -94W P.C. Z 37.9 91---- — -- --- ---- -- ----'- -- -- — -- ---- o N ?3'43'42.1•r- - ----- --FZnw — r,re a- - . 'rte - • p - 4 � AviM 346 +4aJ:�4 wrr 35t�.4333 eT. , Lr1368t3keu P.T. a _ (( !373+®452 PT, RNs 361s 4207 C��4i? p�V a su ooa , SCALE 9H FEET PLAiNS" ONLY HIGHWAY DIVISION S.'� 169 aw,ne s Ax�naosa ,. 1Af> 311! Or1 196Th AVE, S.E. /JONES ROAD Dt0 CHECK" tczENTtFEA ! , i�f'PMB A of *m TO MAPLEWOOD ,. _ 43WC,40 D77T. ADsY.Rlih?tt14�p11 P.E ffiarg Ravpll6w tr WW75 If 2 ! 8 .0 a'e.na.. an DRAWAGE PLAN O O b 50 100 SCALE IN FEET O Qn O O "A(' Col�l FOR QTD _:jt� INS" ONLY OTATE FED. AM Pftj. IW. DMINIK CIVICHARDSM WASH HIGHWAY DIPSION Amft Wuhhoon Sts% SR 169 ID I I I 196TH AVE S.E. /JONES ROAD cwc-M GOD"Mmt of T.owpwu#m TO MAPLEWOOD rpour"OtT.C.K"STRA PE. 97 WM7704 90 MET. POOL. FMANDMON PE. ADDc rxicTw. u+- ,c cowmw?"o.- IDATE RaYlisto"! FT13 LJ248 mc DRAtNAGE PLAN 333 DOT wwom UsnexT T.23N.. R.5E.VVM. SR *9 SU. I397+41.00 P"- SR On STA. r397* n,00 PVT x 'r UK M. M-►oo•oo '149 TH AVE, S.E. STA. li £3t les. 1 t3 ,_,,'ST DROP UH WFL et 60- NC EXRT EX SH 1W. XT" 3' 4ZA -'��EXLF _j 0 0 TLCV RCp - ' �Z H _ — ________c•_ R/W 376+4207 J4 F" 397 +4;.09 Fit RENTON---- CORPORATE LrIATTS D 3O ILO SCALE a FEET Fop, 7'AS CONSTRUCTED PLANS" ONLY AM 0061 _N0 HIGHWAY DIVISION I Aak Waw*vton ftft U Dewtnem of Trwop"ftn Eft 169 196TH AVE S.E./JOWS RW TO MAPU*'(= D12 95W040 DRN" S.RICHARDSON CM-CKD E K. ZURTNE R - 94 A lI?, FRW. 9M1R.T.4. HAMSTRA P. DRAWAGE PLAN ow. Atm A.0. ANDERSON 1W I JDAT21 T 23N R -5E. W.M DRAINAGE EASEMENT N 1j a W Z EXPPj ,U _- o s I 1410 2 1415 SR 169 - 1420 _____. —__. MT---- _____ —� _ ___._ EXYYN �A- 7��.i�d23�._ —___ �.�E�iTJS _._ EftBCY <- } � 8 `'l N� -- Ex. 96'$—_--_— ___— __._.�—__.______— _r___ - -E); ,, — _— __- _— __-- ____ —__ En�EX$YR E]($ YN R/W 906 +7.97 R/W 391 +ti.Oi �RENTON CORPORATE LIMITS 1--� 0 so 0 1 100 SCALE IN FEET • ss ^11 *TAn mac. AW HIGHWAY WAY DIVISION WAWNI G. WHA RDSS?!I 10 CO. � ./J �9t14t� � !36TH AYE S.E./JONES ROAD DI3 GQCI.Tn K.Z�SNTN£R W� t TO MAPLEWOOD .�. rfiC4. YMOt0. TC. HAM R 93N040 � I - 9�2 DOW. A0M.RQAX0ERSUN P.E. caF�..ocr wa �i��>/{ -� � DRAINAGE PLAN z�3 o \TII AElftitOP1 RT Ara 4 Z 4 B DOT r �i� %d x T.23N. R.5E. W.M. SEk1FNT Exsw EXTia T EX7MH 143 ---------- 4W, . . . . . . . . . . R .................. ....................... Ad ------- -\ --------------- .......... Fla - -- ----- 4 36 — — — — — — — Exw" CX$fAM 5 EX 44/w. ...... EX --- --- Al R/W 406 +47. v =RATE LINT$ - ------- - a� SR 169 ol STA. 1433+09-39 eo.c. 140TH PL. qF STA.107+4600 1436#-79-69 PL -A— al 6 150 1 60 SCALE IN FEET RU/ W 421*40.61 •445 FOR "AS CONSTRUCTED il PLANS" ONLY WASH HIGHWAY DIVISION Am Washinoon Stais SR 169 D14 196TH X&. S.E./JONES ROAD W/Af Deparbnent of Trwwporbv*m TO MAftEWOOD 93WO P 40 gm. V 0f&T-AfjK.RAAJJ,lCn0N P.E. No. II , CA VATI I'v Aow Z. 19 DRAINAGE PLAN 3, fi!!� a -";V T23NR5E.WM 3 e-i1'PW y... u -'Y ••EZS. EXPO ra cx(:B ,�£xPPy rrc O B EXES 4 i 11 r 1�X � -�Ek .` hIU ,E.." _ . ' F[ a4 TRE5T`f44o r- 1445 SR 169 _E CR �-„" �l 4 N 61. 09`43.0•W _ Gb E%144B .. -.. .. 50 \ E %R.W�.. Q 0 E 4yMT 0 _ _ +� .. - 1 T _ - -,-. _. _.- +,M• -_ _ -_�- -- __- _ - -__ _ _-� %423 -- � ,�•��.�.�� _ _ __ -__ _ - -- �- �iL4Z� - �a� -n MT IB %SMH f �R W I � E %SMH ..._ ._•� I6 a RoaE h R/W 421 +72.21 P, T �z ,n - .. B - ... _. , _ _ 0 N 0 1442 +02.55 P.C. + �RENTON CORPORAT E'LIMITS n 15 .r R/W 421 +40.61 E E`x' ' +Rpr,F I.nw 1449 +15.29 P.T. ®PC. COfyy4TAUCTK»I PERMR y c 5R 169 STA:1451 44.01 PO.C.• R/W 436rgV2 r Q / l31 ST AV E. S.E. STA.10+00.00 ° 0 50 100 BRIDGE TO BE CONSTRUCTED SCALE IN FEET STA, 1440 +34 TO STA. K41+9O .. ANGC'�Arl ti&Ck 2 : b.5' 5!,A ToP Ci P& w AT !' 4 & ;I'5 jVoef)IAL l!lC16! WA7Cp- �� !✓0614'_ Y.IVc'.,�, ' GcC'TEK7iLC GB6' !';c� - UNOPI::�ec.!tiiD ptiAlu ac,e n;( v� R JF0% "AS COfu;;IRUC ED Ar z 1( PLANS" ONLY A FYO. AID PN04,NO HIGHWAY DIVISION ' o+uvnE aRICHAROSON 10 Washington w ��� SR 169 D15 { /yam .a..�.,,. �E�,. 196TH AVE. S.E./JONES ROAD j CWCX= K.2ENTNER Depa :9� t of Tran ilm TO MAPLEWOOD f !ROJ. ek4R.TC. HAMSTR4 RE i,J/97 ADDED STR. NOTE IB LO 93W040 . ��;�� 1%4 OT@T, ADIL.RQ -A ANDERSON P.E. 7izv3 OMSED DRUN"E �o ^ -� � - 3 DRAINAGE PLAN ,. uu f Iw.rw Np • - - - /70 4 A�, Qa CC 'All 36-40-92 T. 2 3 N. R. 5 E. W, M, CEO R EXWV R/W 451 +39. EXFlHy t' w 4 w LX48FEN .,rxpp- ------- r _,:°EXANCH — — — — Eg 72' ST — — — — — — — — — — — T- EXSTMH 01TIVIN OCSTM14 ExsrMH 31 "' - —ppilbi+ z r'lil- 1. 1. ^ -E � I , I . I - - - - - — _ V_ I 1:7' A�, Qa CC 'All 36-40-92 T. 2 3 N. R. 5 E. W, M, CEO R EXWV R/W 451 +39. EXFlHy t' w 4 w LX48FEN .,rxpp- ------- r _,:°EXANCH — — — — Eg 72' ST — — — — — — — — — — — T- EXSTMH 01TIVIN OCSTM14 ExsrMH 31 "' - —ppilbi+ z r'lil- 1. 1. ^ -E � I , I . I - - - - - — _ V_ I 1:7' 7 e K - x 5 m k4o!6_55 — — — — — — — — EX42'9--- EkA, 14rfG MH. F� 1460 2%;p — -- EK42"S — — — — — — — :�_— I4__ —_. w VALVE CHAMBER EX" N 61' 09'43,0* W 13 S— .1 A.ph.11 EXOT 0 + Ea Concrete �EX.4?' 64 . . . . . . . . . . Ek OLE EXPOLE FXIOCFLN EXPOLE EXPOL — — — — — — — — — EXPP a JiNCH EXPOLE — -1 w Xpp ANCM2 all E XR w P.C. 1466+?6.51 C. n EXGP 0 So loo SCALE IN FEET Im Am p"04, No'? um HIGHWAY DIVISION Aik WashirWm State SR 169 D16 BRAWN G.FUCHAROSON 10 IwAs" 196TH AVE. S,E. /,'ONES ROAD -- WjAf D"arbnoni of Tronsportadw TO MAPLEWOOD CWcKlib K. ZENTNER F 93YV040 95 slw_Tw " mom 1341,20 LT. 0 cowrpAct INCA w APT' aAnt REVISION APP DRAINAGE PLAN 333 T-23N R5E. WM. A/W 451+39.86 A/W 463.85.33 PC. CEDAR R I v E 1473+76-" PT a P.C. w 611) 1480 76. .___£X42'5 ---- FX sf CO EX—MM—.I - — =_--_- - — — — — fx7, Lp LL EXTA - __ ' - — d= - 7�1 _&7, 7 ZZ ZFzz 4 gs ;E EXLP t2 JAN69VA, KT9+80_01 P.0-C- A MAPLEWOOD LAWS WALL A FEET END OF PROJECT STA. 1480+75.00 PDX SR 169 MP 23.90 WA*M "D. AMD ►"Gi. ko. HIGHWAY DIVISION w SR 169 MAWN GAMMUSlig Alla", Wnhbvw Sbaw D17 196TH AVE. S.E. /JONES ROAD CMCKM X. ZENTNEM I Depwww" Of TrWOPMU&M TO MAPLEWOOD 93IN040 P0l0J.ZftQ&'C-MAM3TRA P.E. I I V, -----T---T- UANDE pi ORAWAGE -MM 333 JDAT190 loyl^wd DOT Pvm wnfl �,414 e o e U, "i + +o ELEV �...-- 222 _r- _ __ ___._ __ _ _... _ _ _ 175 - 1175 4 + ADJ ST TO - Ad EL Y 221.00` � ___ _. _ 170 O3 iT4 3 �r �A a� r 017 H 5 DITCH fl - .. ii i64.9�7= "� C R I 02 DITCH EL \ _ 18" 16 r �tlj 1 INV, S:d4h INY, - 2 52 1 _ __ _ ___ -.._ ___ _ __ _._. _ _ _. 160 14A-4& 65 160 � -4£s STA ?ON 1235 *00 155 ',LT) a o 0 0 0 0 o a o 0 0 0 0 0 0 r 0 ko w STATION 1264 +27 45' 917.70 STATION 1264 +62 45' RT -190 s 19(9 EXCAVATION PJR iv ETLANO -% 9 + ..155 _ -- Jos _ - - N EXISTING t;QN0 < 02 a ^� EXISTING 184 .._ H _.. 9 _ _. \` r 180 170 1 �, 6ROUNC �� `� 170 175 135 165 M - 165 30" 5% 4 172.80' X 179 — ` 5 =0.4 _"� y/ _ � J3 INV.<_ INV. 172.00' _ - 170 — 170 160 . 18" X 169' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o 0 S_ 1.367 164 1 1N57V. 80' f6O STATION 1251 *36 AT CL O O O O .� _ _ m w 'r.D M t >•7 N •-. N n r M m w T O 'N I.1 r ,n ,p 1 1 3 1 r e • Fes. STATION 1265 +57 AT CL ^ ' s Lo 11� FOR 4i/1 to {(n{�, RLt n• �'�' T �'r .,E.L^ H4� � ti Mab •t A4 T O DO N' Ji RUVI ED �1 EXISTING ! V Oki L1"isBJ »' INLY -ISO za�� 14� _ ... GROUND o.o coil In D3 zajt > a�,:r 11; ua Q i uJEI 03 J ��-�! - .a - sui.(iloTi' w. _ 175 w : _ _ S i 175, EXISTING DITCH FL iw GROUND l — N y wz 1 '/ ti aaOY�{� 30 X 5=1.36Y• _SNY. _ 04 174 a 3 170 160 a `\� 160 172.270.54 170.-5(; `o~ ��� -Y —_/ 1 \,1 ~ t `� 30" X ' 165 155 ,710, 183 5 =0,55% �FhY: 155 0 0 0 0 0 0 c o o a o 0 0 0 0 0 0 0 0 0 154 70' _ — STATION 1260 +24 STATION J274 +74 AT CL t fEG. W, FP:1J. NO. : HIGHWAY DIVISION SR 169 W »aWm JT9 10 WASH Aft W&ShlP$tQfl 8tSt! 96TT AVE SE /.ONES ROAD JO! Mal TO MAPLEWOOD RUe J'K rn a l �FH - P070 EMGe1. 7.C.MMKlU P.E. 93WO40 � 97 v. AGk. RR.. P.C. GPr�X4Y et0. /* PEV951 APP k2 98 +�"�+� r. rrr r DRAINAGE PROFILES 333 rTA e7l at 7- w + EXISTING Ir 60- h, 2 IS" 47217')' S=O.47 x 7\ 1 �7" INV' N V. 1.52 .150 I52.42-!-- 0 0 0 0 0 0 0 N , 0 0 0 0 0 C) 0 'STATION 1294+00 (41' 'PT) TO ------ -$ JATIQAJ. 42 94 W 75' JZT) STATION 1200+17 AT CL (L 1-65- 7- . ..... . .165 7 + + i :EXISTING m 4 -ull 160- GROUND -160 D + Lnw m fn EXISTING 4 GROUND v) rD .17 il—k , 155 50 INV I NV as F7 -3� a X 1/144 145,10 27, 150 A' --150 IN A 45 14.38 5 14 ,"FL c o o 0 o c v 0 0 0 0 0 6 0 c 0 0 0 0 .0 0 0 a 0 0 0 0 a C) STATION 1299+32 STATION 1286+00 141" RT) TO _STATION. . 1286+010.(15`,FT) IF, r m EXISTING .. ..... ... . ....... GROUND + -- NO .155 -1554 f-,GROUND f: -EYISTI ... 15.0 150 150 4- 0 N ---145 X 44e, 145-- .145 INV. 142.53' Ay 18" X 144 X15 ! I N jT I I . I -�L4 1 N u V *JZ C�� 140r 140 40- 0 0 0 a 0 0.0 0 Q 0 c 0 0 0 0 im do � to Ln v sn SO 1�1;1 . MO 0 a C) a 0 C) 0 0 10 ID 0 0 0 0 0 ID 0 0 0 0 55 50 45 at - 0 1f T M Oj tv M M STATION 1292+08 ;STATION 1301,+99 f,7� I AI t r10 WA,. JOB NIJOSER 3WO40 W. Al U BUJ. NU, GABION -- HIGHWAY DIVISION APMYED A*4L SR 1659 '.3ZTH XfE. S.L/,rjNES POAD TO MAPLEWOM NV. N- 14 LD8 yHECKE0 JFK ,;E 0 0 1f T M Oj tv M M STATION 1292+08 ;STATION 1301,+99 AI t r10 WA,. JOB NIJOSER 3WO40 W. Al U BUJ. NU, .-kg" I -- HIGHWAY DIVISION APMYED W8111ington M4 Department of Transportation MCA SR 1659 '.3ZTH XfE. S.L/,rjNES POAD TO MAPLEWOM DRAWN JFK N- 14 LD8 yHECKE0 JFK ,;E 0 33 ROJ. ENGR. T.C.HAW10A P.E. P t) OLS T. , . ACM. R.O.ANDER -7—.E. DRAINAGE PROFILES CONTRACT W. 4Z 98 DATE. (cEVISION V YAPP —1 s W i n a z n ma u U4M — - _ As- il:S(I STl'At6 � S=o. c /uaxID.rm' - - ��� �,• �x ro a rs 431 C I'l 0 c .. CL i 11 II tl II I II 11 N N N x '.I x •1 :I II x �I a V- AT3,Dw 1313+1!1 AT ,PL _..... _ _.._ _ . ?_ ..: �- - -- -- ...- - -.... r ..... -_. __ ....... ... ... _ .. r.. ... _....,. -_ ... .... _ .... a ... _. r!D-17CH FL n �I i � 33.63" rl x" '� urn r mx av nm a mn o® �W(I'ST1.'ND 1353* ST . � SSF To 935 fl ^,`- �'s.y`aA SFATI :DN 1315+M (41" ''AT) TO SUTIZN 1315+50 M' AT» r ..I ISO c+ I _ II D - I Or Tr" F1 .3�. — -' ' alas -- - -- - a <5 a�® f- as -.aa' le 1 -140 tikLUthIG - - - • . i ... ... ... _. -_ . -.. _ .. . -" p ar ,n xo P !d7 o n : I n f eo Q a ro SFAF3% 1321 *04 45` lF FI13O O D 0 J .. _ :d a m t m m z anal �, a� ero • as m r- � a� ro a+u n"n � SFA5FI�IY P32P +42 $S` a.F 7ATICN 132S*OD S N3 �� ,�RuFA hs ___ 135 ai,4v. 135.x" 30 OC i V 35 P I� mwcfaa ■vrt 9cn '� sc'x cIDxTAwC't �.r n PGHWAY Di VISION was klmotal State Dopartl #0t of Traasportat3aA V ref wa SR 169 196TH AVE. SE. /JONES ROAD TO MAPLEVVOW DP3 X33 GcS:Gh RGH 1iRAlItAi,E PROFILES GIST. AN. R. G.kNUEitS1A P.£. -.'a. _ II u U4M — - _ As- il:S(I STl'At6 � S=o. c /uaxID.rm' - - ��� �,• �x ro a rs 431 C I'l 0 c .. CL i 11 II tl II I II 11 N N N x '.I x •1 :I II x �I a V- AT3,Dw 1313+1!1 AT ,PL _..... _ _.._ _ . ?_ ..: �- - -- -- ...- - -.... r ..... -_. __ ....... ... ... _ .. r.. ... _....,. -_ ... .... _ .... a ... _. r!D-17CH FL n �I i � 33.63" rl x" '� urn r mx av nm a mn o® �W(I'ST1.'ND 1353* ST . � SSF To 935 fl ^,`- �'s.y`aA SFATI :DN 1315+M (41" ''AT) TO SUTIZN 1315+50 M' AT» r ..I ISO c+ I _ II D - I Or Tr" F1 .3�. — -' ' alas -- - -- - a <5 a�® f- as -.aa' le 1 -140 tikLUthIG - - - • . i ... ... ... _. -_ . -.. _ .. . -" p ar ,n xo P !d7 o n : I n f eo Q a ro SFAF3% 1321 *04 45` lF FI13O O D 0 J .. _ :d a m t m m z anal �, a� ero • as m r- � a� ro a+u n"n � SFA5FI�IY P32P +42 $S` a.F 7ATICN 132S*OD S N3 �� ,�RuFA hs ___ 135 ai,4v. 135.x" 30 OC i V 35 P I� mwcfaa ■vrt 9cn '� sc'x cIDxTAwC't �.r PGHWAY Di VISION was klmotal State Dopartl #0t of Traasportat3aA V ref wa U4M — - _ As- il:S(I STl'At6 � S=o. c /uaxID.rm' - - ��� �,• �x ro a rs 431 C I'l 0 c .. CL i 11 II tl II I II 11 N N N x '.I x •1 :I II x �I a V- AT3,Dw 1313+1!1 AT ,PL _..... _ _.._ _ . ?_ ..: �- - -- -- ...- - -.... r ..... -_. __ ....... ... ... _ .. r.. ... _....,. -_ ... .... _ .... a ... _. r!D-17CH FL n �I i � 33.63" rl x" '� urn r mx av nm a mn o® �W(I'ST1.'ND 1353* ST . � SSF To 935 fl ^,`- �'s.y`aA SFATI :DN 1315+M (41" ''AT) TO SUTIZN 1315+50 M' AT» r ..I ISO c+ I _ II D - I Or Tr" F1 .3�. — -' ' alas -- - -- - a <5 a�® f- as -.aa' le 1 -140 tikLUthIG - - - • . i ... ... ... _. -_ . -.. _ .. . -" p ar ,n xo P !d7 o n : I n f eo Q a ro SFAF3% 1321 *04 45` lF FI13O O D 0 J .. _ :d a m t m m z anal �, a� ero • as m r- � a� ro a+u n"n � SFA5FI�IY P32P +42 $S` a.F 7ATICN 132S*OD S N3 �� ,�RuFA hs ___ 135 ai,4v. 135.x" 30 OC i V 35 Y1 P I� mwcfaa ■vrt 9cn '� sc'x cIDxTAwC't �.r PGHWAY Di VISION was klmotal State Dopartl #0t of Traasportat3aA V ref wa SR 169 196TH AVE. SE. /JONES ROAD TO MAPLEVVOW DP3 X33 GcS:Gh RGH 1iRAlItAi,E PROFILES GIST. AN. R. G.kNUEitS1A P.£. -.'a. Y1 Q a z 0 0 W a A S P tea' a E � o 140 m 140 a p S S 3 1 11R 71 , M 7w _ _ 13 1 GROUNQiei, . _.,_._ r, 135 u 150' 1NY. 130 INV: /125.80' . 13D 131.47' S=3.TSC RIPRAP 125} _. - \ �� 125 i 120 _ E �. - b 111111 O O O O O O O p <? O p O O O p O C O O O O O O O O O STATION 1335 +20 _. P _.___. ._. - 0 140 ,+, ".-' � 140 . 21 _. �_ - _ .., _._ _ 135 tr f 7 .. .~1i _ p82 - w 'M. - 235 .� Qt ?CH FL M j 133.AQ I DITCH FL .I� m /!138.•31' _. t 13 0 t h �V' . N '}t INVa . _ 140 14 0 125 4, 1 230 5 � r Q y 0 0 0 0 o p o 0 0 0'0 o 0 o o ` C f jj} tnt�� ID7 EXfSTIkG r w m ro N N M v n to 1- 7J �GRCUND .— STATION 1341 +05 45' LT TO _ .._.. - -135 \ �/ 1135 STATION 1341 +41 45' LT X 155. _ i m131 S- 297Y PY. . 130 125 c � 125 131.10' 126.80,\, II t� I i I TT a f RIPRAP 125 0 0 0 0_ n o 0 0 0 0 0 0 0 0 0 0 0 0 X25 _ 120 -- Of FL n} �Io, }120 °m m on v n N '116.06 i DITCH FL It ~ STATION 1329 +43 �!j a %ySJ 5 9' 28" X 30' I I 5 INV. 5 =0.9Y. �1NV 115.31' 115,. 04' . l o j �} 11 0 0 0 0 C, 0 0 0 0 0 0 0 0 0 0 E` to M v M N — N Ml v M W !� ?..... STATIDN'1349 +OS 53' LT T O STATION 1349 +35 50' LT TAT FED. A!D FRDJ. ND. HIGHWAY DIVISION SR 169 DRAWN JFK 10 AN& WA8hIn9t0n Stat® DP4 �EStc� RDA 196TH AVE. S.E. /JONES ROAD CHEI:KED JFK Joe FI Depart!mant of iran3portation TO MAPLEWOM T.C.uaKMA n r 93W040 100 LIST. ADM. R.Q.AKURSONP.E. rn o¢n•]mlCne2WITD ? n .o = "'ta�T�• DRAINAGE PROFILE: '333 JAS - -Er -- M NEVtSiCN Y ARP 3 yz 75 Tr►ROo .....�... Sn �Y�o I WWI M�iMA 6180 - lk WX COMM— IE rljkc5- —MMW SIKCML 0 AT CEN-ER A104 Or motorw SWAM sr FWN ENM 00 Or CAW" wwt SEAL SMQ *7. S-M- ta.5;K-. PFIE �W" Dk,'9>pE 00% LEXHK7E 11 4�LrAE 4 4OKG C�,Vr� AsaliT via C4.2%,1W. im %07E WR=N-ML Jrlj8KNE-47 CFLENZWE UW WOV, SE NKMFE2 S.Qwrr m �'E T4 sm ca>m. AS 4#494ww sy TME uwr�� VM SRAVEL Tlrl—PKOCAL SECTX)N 20, mw MT eLvam"T ipzur V%a W--*XCEA CASNA MIE NO Ookowm nvg:AL T. 23.4 R5 E W. Nt X 1324 jt,. ­W 4 DRA04AGE EASEW-Wr CWAWEL STA, tra —le x io, 3 su" box 1326 SR 169 –STA. YU,54,21 60'RT PLAN Fo;71 -V—G SCALE ift FEET FOR "AS CONSTRUCTED 3 L PLAN" Oti" Y "m- Am P%oj� W., HIGHWAY DIViSION Aw%b. Washl.mqton State SR 169 196TH AVF— 5.E./JONE5 ROAD DP46 Departmmt of TmnWortakm TO MAPLEWOOD MB AM- RA OCC PRECAST BOX CULVERT - 3 StDE! 333 Lm I wo U 3 i 0 ,n i 0 ¢T� N�- a + MI M ip 0+ -� EXISTING 220 � GROUND + \ D9 } \ 115 f. 115 /' INV. 10 h I8 -z /9? Y1 !.Ong — .. IO s `\ INV. X 18 x4 ? !1 ti + 0 �Ii1.50' �,FL / ` 1 ) 0 Q l0 C' 0 O N O N 0 0 - - - -_ STATION 1359 +2._ 2 A_ T CL ~ os EXT STING � + 125 12 4 GROUND - Z ....._. �..us .._.__. -- + -- -- - - -- -- - - _. ___.. -... _ � _ ..... 120 4. ' ov w N 120 Q 7 MIT _. INV. _ u h 115 113154' \I l8" X 104' S =0.56% 44.J� / ti15' vv G _. i.. 2.9 3 S - /• 0 00 0 0. 0 0 -O O!% . . O 'at , -- ?S � 12 C. STATION 1353 +70 AT CL P � !01 L f STATION 1354 +62 (83' LT) °' r5T AT E FED. AlU PROJ. HC. - HIGHWAY �111�S4�gy y, . 169 ORAMN JFK 10 MASH ffllliVi WWJJ 11 DIVISION 47 WB�Ii�n Ston Stag �P5 0ES1GH RO9 196TH AVE, S.E. /,!ONES ROAD ESIGF.O JFK �� HUM!3!!'a Department of Transportation TO MAPLEWOOD PROJ. EHGR. T.C.HAMSTRA P.E. 93W040 `�r� 101 of U I ST. ADM. R.O.ANDERSON P.E. ri:x• OQETF➢ aTwa,AS Mon AE:AL 09n io = 'wta�CT Ma. ®I°�ii� 3 33 OF 3 DATE REVISION Y'AaR 429Y APPROVED wu.rw +tea UR.4INkc PRILES . d Stc io oepa-#rvjnt of 'RU- ,Workffiw n`� W TO MAPLEiK;W o�'i£HTH � - ,_ 53YYII4G OA VrA. T.T.C. HAMSTRA P.E. _ _ _....- _ jTM. R.A-ANDERSON P,. •:u:• eFr' - w +! 2 if UAT£ 3BE V 1SiON - 8'i PP It's I ills 104.➢i➢' �� ... X35F ` p 1£ GRJLN� � m I m sFiG 24 xis am +t 2R x., ..31l4,..bFk.36" _ _. __�( 1 TICK F�_ i =1.4m � S=£ .402 f• W TCH GL - _ .�/ yi � of .. .. ... -.. _. :... _ ,. .._, .. . _ - .. 1 .. - -- ... - r . eat . �nf _ .._ X351 t � 1105 301FLOW 'WOW INV. 1 95.00 in d F S� p ^ 5�R lw cj* F?,, d tG1 40` `° .y — RIPRAP i 9'S � O' �� A'A C--' STATION £382 +50 4, {� u f —r. 4 t EX °511 _ v ka f L t i " £05 ^~ z� '105 rr 3r � FL64 r. _ ':a� 64' GNF R O,st� * .. .. £ rUI TC1 FL �— -DITCH .. .. 6 £00 FL �i�r(1 IHV. 98.6G' 28 1qo, 0 0 0. o a o 1�v. 3T+4Z- o Q $ 42 r "any/ STATION £364 +30 t62' lTY TO 30 l2 CA THdA! [ STATION £385 +28 l62" LT) i.4 a DETA iF _.. g p PL 4AS p f tr € CATCP ®F!IAi TYPE 2 (72") E r <� 4 3AFFLE T7FE F�� a AlE5TR1wT01?-OIL SEPARATOR a1 cc Ills Esc( in`I a�wr rp r ' 115 'i� zWxi 106.1 s�grwri�ewrr EXISTING m �. U 1 e Vimrrw.. `' nir- •� . W. 1f6 S6 •- - _. SO - .� GROUND 4 r 6 j F 4w i E u w � DITCH I 105 e "IST 4VX151 .. �.�� j � L05 100 FL 86.311f EXIST S -2.AIZ [y� _ /` l L ` N L ± 106 Q 104 23' 18 "' X 61! �_ _- .._.... 111711Q1.00 _ _ _ _ ____ _ �6.3i;�_. i.x q! r% lA 1 o 100 66B.5SX yy �s �'`1ilib S � REEK F Y D o n o a o_ 0 0 0- o, o po I O- pi m r r0 rtf r n N ^. H n r N +� m T- 1 LL_ Qu O O 4 O O G O O O O O O O O O O O o r r r r e 9R ® P � Y➢ f Il ib .+ .:. b .I➢ r wl!➢ W N O P r STATION £389 +03 (52' LT) TO STATION 1365+31 AT CL STATION 1381 -8C l52' L' +£ _ k, FEO. 41D 'qC,i, �. HIQHWAY DIVISION SR i6,o.�r 10 WASH Aft WAS111809e Stote 196TH AYE s!" .�.IOiVES �� =` Dopsrtaaof ofrsoaportetios To aerwo� �. !rtfCx£Ip ;FX �e .°s t. C��. €.SAti _-al P.C. ezwo4o 102 I57. +p0ae.rOR P.E., > "u .rACrac yes aa. 5V' �.a► ash w rtymc�er �rrr. T- -"'' tv'fz;�z 4S �s •••••�•� BU11 m PROFILES a33 - 'A 00 o O 96.45 0 CD C, 77 STA"TION 13133+90z�CL SOXJ - --------- STATi CYN' 1393+32 57' TT 70 - STATION 1393+50 90' RT . ... . ..... r,111 ST FOR "AS U J RU! C" Lc D ---- - -- ------ S" CNI it PLA N Y 7- i -Vtr it !A!t MASH rLj). AIL) �KWJ. NU. w- HIGHWAY DIVISION wpROVED Alft W&Shl ng tol state Department of Transportatio2 %R 196TH AVE Sf-/JOWS ROAD TO MAKEWOW • DRAWN JFK nEsic;w ROB T CHECKED JFK ER 93WO40 PROJ. ENGR. T.C.HAVSTRA P,E. MA MAM PROFILES DkTRAC7 *0. vi, q F, DIST. ADM. R.O. MDERSDN P.E. . t 5-4TE., � r> Y T.—r, Y 7- C Y b O X a am M r + 4 R EXISTING rROUNO RIPRAP END OF DITCH EXIST _ 1 24" X 85.W N� INV. J ®S 85.64" 85 o 0 0 0 0 0 0 0 M T 0 to r m OI O r N M - STATION 14!2+51 AT CL - _. y _ --._ _ _. _. .. _ .. _ -._ EXISTING E I 14F wi »�, GROUND I v IDEPI DITCH FL p DITCH FL tf I ( 5 Q _ .. 95 — \ �/ g5 _ 90 /RIPRAF ED �� n YN. 90 _ IS" X 42' ' 5.OQ' OF OI TC TMb.f 'S= 0.45% EXISTING �Q1TCH F 90 _. as --- 85 N on r In m r i 1 1 1 1 1 p q O O O O O G O C p V O O O O G N M Y to tp r tD d+ O N M 9' Ifl - STATION 1402+42-45' LT TO 0 STATIIIN 1402 +64 45' LT STATION 1416 +70 RTI TO STATION 1416 +73 1 U105' Rii .. ...,., .. .. ..._ _ ,... -..95 - ... .... ,.. _.....'a�'i. .,. ..., +^ p ... _ .. _ ..... 95 95 T 95 � \ 90 90 QITCN FL DITCH FL } i �v ^ t• irr \ DITCH FL i — v:l i 85 INV. ,% as _ ._ .. ., 85 9&t 9 \ i8 x 36 _ 85 4f s 01 , ' `64.99 °,3 a� \INV. r T 1 U C/> . 8 E - s0 80 430 — O O O O O O O O A O O O O O O O O O O r tD h v M N (V wl f IR U1 r tG h M N •+ N M Q N t0 r STAT104'141I +91 45'`LT TO" _ _ __ _- STATION 1416 +84 48' LT TO ��- STATION 1412 +31 50' LT STATION 1417 +20 48" LT . Ala PR". h1Q. NIGNWAY DIVISION SR 169 ,>�r 10 BASH A %►ashanQt00 State 196TH AVE. S.E. /JONES ROAD Arr Pmv 11 Fe ES' N N�9 c =Ki"fr i irk ids IAlm '� DQpartm•nt of Transportation TO WP1 EyyQQn __- :Sda. Er:i T,C.wii1 1Ra R.E. 93WO40 iG4 �-al�t 11a. -r' • ;iPF i6 L °! 7M•MSQ to Asa 933 fArs.y2p °o W n z o i 0 N 0 .m N tpn r j o� O ;.._. _ -T— 951 - + '- - -� - — — �. -- •- - - -- - - as. + DITCH F a ! n jo q 6 4 L ;. DITCH DITCH Ln DETENTION 86.47' 86 3? i f1 POND Ne. i - 18' X 36 — 24 X 6 FL 74.00' - - -- - -- 85 - - t - -- INV: % 5= 0.4cL" -- I'NV - -- S -... -- -..... _.- - - - 75 _ 75 85.72' 85.57 74IN/ INV / -7-80 - - - -- - .. - - - -- µ - - -- -- r- - - BB -- _.... _. _ ..._ .. _ .. .� . _.. - - 70 _ 70 O O O O r- ID f C M N M A q N! W P� t0 1f1 YO h _ . .----- -- STATIQN. 1.41fi +82 46' R7 TO � - - - - -- - - - -- - --- - -- - -. - -. - _ ..:..... ... .: . .__ . $T.ATION. 1437 +10.101' LT .7D T STATION 1417 +18 46' RT STATION 1437 +70 97' LT I 1 t z _ _._. _. .._ .-t N W m 31M + 1 0- CL EXISTING yv 4 i --- - 1 GROUND �� - Y x w �Iq__ .. ... N - - nom' rur- - _.._..... ._ - 151.., .UOw 79.50' �Q OVERFLOW q wN - ^,�^ < a 78.50' y�r ELEV_� :a zee' 1 yr U31 01n D1� 78 �rl / ZgaL, 12" X 30' _ - 85 ------ - - oaw ,- - -•,. �_._._. __... 80. = 0.0•!• _ 2 01 50 - -a > -- - -- ._ 85 a > INV. 74.50' onw 3 -iow \ DETPENTION - -- r -- -f -- 80 _/ _ ._ - `.. _ _. !L 80.:.. .... _.. _ -T5 FL T4.00' cz J S =O.OX 1_- 8— X 237 1 S =0.53% 475 -- II - 3 ,. �I 1 - - .. ., _. POND 4.50`\FL4 68 tr_ o 0 oir o 0 0 0 -,. _ INLET FROM 1A OUTFALL 70 - i- 1._:._...7 0 0 0 0 o Fc 750 8 0 0 0 0 FL o6.iG' /Y o 75_ 70 iNV. 72.51' j f O D m P- tD N r N N M V o w m ch STATION'1431 +81 AT CL 5. i STATION 1438 +3 0 94' LT 70 STATION 1440 +65 134' LT J X 100 STATION 1432 +00 159' LT! Tq STATION 1450 +00 73' LT TD STATION 1433 +50 (89' LT) STATION 1451 +80 87' LT IA" ht.U. Al rKUj, NU. •.,.L 3-11 HIGHWAY DiViSiON f0 WASH _ =1P y► ashington State .�. M Q�MZR Wig Department of Transportation 13 W 040L �°*cA� ��j/�s INTA�n eMO.I c4�p _P CL w 0 ~ N 0 75 : - - -- - ! /DITCH 70 S =0,30 %. \ INV. 64f, CD M �nm EXISTING .. �.., 85 - oaw GROUND <w D,9 / v_:'...:_ ..._ .� 85 75 n 0 a > ow a oww 10 DITCH 80 DITCk Ft ^� -- -, - ., _.._.__ afl., _....., 70 .. FL._._, 18" X BO•., S=8 38G f 18„ 24 "X153' S =0.46% INV /75.10 INV. —T o.rZ% 7.8 -. - �� "�?— _ .. - - 75 . _... _ .65 'frTs yf}' ti FL 7s.60' DITCH FL lof.50 m 0 0 o p o 0 0 o p o 0 0 o p O o 0 0 6 0 0 0 -0 t r .e• -7I� X 100 STATION 1432 +00 159' LT! Tq STATION 1450 +00 73' LT TD STATION 1433 +50 (89' LT) STATION 1451 +80 87' LT IA" ht.U. Al rKUj, NU. •.,.L 3-11 HIGHWAY DiViSiON f0 WASH _ =1P y► ashington State .�. M Q�MZR Wig Department of Transportation 13 W 040L �°*cA� ��j/�s INTA�n eMO.I SR 169 196TH AVE, S.E. /JONES ROAD TO MAPLEWOOD DRAINAGE P'01LE5 60 c4�p _P ~ N 0 75 : /DITCH 70 S =0,30 %. \ INV. 64f, CD SR 169 196TH AVE, S.E. /JONES ROAD TO MAPLEWOOD DRAINAGE P'01LE5 60 O O 0 D IT C44 TOT -7- ri. �*qy. INV. 66.00, / I INV. r.6. 00, FLEV. et.5 L OUTFALL 12 60 S-D.0% J 5TATIOW0 1451-70 125' L T 711 5 TAT I -ON- 1452 L I ----------- I KW as — ------ --- --- TI.50 T__ IT [my: 64. T71 STAT!,D%' 1453>80 77' LT TO STA71_% 1457-60 95' LT Z�_ TO 15=08`37X - 60 1 1L___ EXISTIliG ;:I , , GROUND fr TAT Z FED. AID PRO . -T1.60, D oo, OVEPPLON 7 0 00, A'%-, Washington Still VJA, Department of Transportation SR 169 196TH AVE. S.E./JOWS ROAD TO MAPLEWOOO ELEV. D IT C44 TOT -7- ri. �*qy. INV. 66.00, / I INV. r.6. 00, FLEV. et.5 L OUTFALL 12 60 S-D.0% J 5TATIOW0 1451-70 125' L T 711 5 TAT I -ON- 1452 L I ----------- I KW as — ------ --- --- TI.50 T__ IT [my: 64. T71 STAT!,D%' 1453>80 77' LT TO STA71_% 1457-60 95' LT Z�_ TO 15=08`37X - 60 1 1L___ EXISTIliG ;:I , , GROUND fr TAT Z FED. AID PRO . -T1.60, HIGHWAY DIVISION A'%-, Washington Still VJA, Department of Transportation SR 169 196TH AVE. S.E./JOWS ROAD TO MAPLEWOOO DPIO —9w"— 106 333 75 470 X 4' DOUBLE BOX : -x139' 70, FL 65.50* INV. 53.12' --- 60 v 160 STATION 1457-00 AT CL CL_ O per TAT Z FED. AID PRO . -R HIGHWAY DIVISION A'%-, Washington Still VJA, Department of Transportation SR 169 196TH AVE. S.E./JOWS ROAD TO MAPLEWOOO DPIO —9w"— 106 333 RAn, JF4( DESiGN RD 9 CHEC4�E-0 ;FK *,Me" PP.0j. FNCP. T.C.� A F.E. J�i � Ltn� I DIST. ADIM. R.Q. ��LMPA. M� K_� w KVK Pw ELU, MMMM SAK L'i CONTRACT W A El TEI 10N per E 1 0 3 W x 0 0 a h W 0 TSn .own Nm. 1 . - - N + a i3� rlNf �N gN J _ 1 1955 r h` 19 .39' 6 90.03' ell J ISO _ r 190 - i � I PCs k h 185 _ ��� PCSSP j 1 - - - -- -- -- -r - -r - - - -- - - - -- - - - -- - - -- - - -- _ -- 1 ®0 - 180 - _{_ 38, 220 215 210 f 195 3 190 18" PCSSP ---- OUTFALL 18 5. i' I85 SR 166 166TH AVE. S.E. /JONES ROAD TO MAPLEWOW DRAINAGE PROFILES i LL S a i 0 �m NUJ 1. J I � Y y u z t CL ._.._ _. r . _ —_� ____ ! . - - - cif .. - $y N -.- _. .. T as <1I4�25' mn e `o d �a v lvn) 148,00. v 140.BG 4� v, 3 Y c .. D5 r S! Z - rrr. -o�- 5 D5 D5 ! .. 7 Q a m 1501 ...- - - -- 3 - 1ll5 ` -' -350 -� -> - 160. - -; �� __ __ u~ - -- t m 960 155.10' D59 `a v 7n of =Y y ! OS 955 53.1.7' _- I � � 8 15 12 PCSSP r I I- i I 1 150. - - -- A� + - - 150 5 0.80% I i I I ¢ , T 7 INV. a 145 135 135 i4S INV. 145.88' 145.88' o L X94 LL- 4 122' 1 P _4 J _...... 330 _ 140. .- 7L _.._. :, LLn _.4 140 -38= 184' I42' ! I, 10 ]WASH 93 W 040 HIGHWAY DIVISION Washington ;Rate SR 169 .� 196TH AVE. S.E. /JONES ROAD i Department of Transportatlon TO MAPLEWOOD AP"OVEO DRAINAGE PROFILES 145 140 �cm f W 1 �- i 130 Q �LA— DP121 i 1 0 W a i 0 0 z W 2 0 -145 r- - I2vT -� - 345 -i - - I20-' - 1 �? h D9 -- - - - --- - -- _ 09 120 - 120 - Dq 120 - - D7. + 1 . -T v 5 130 120 116.33' 6 116.06' 9 i- 190 { -- 1-.- i fi I- - f - -- UT� P - fl Y 5 2 -- - - ii - -- 5 - -- 11 12" PCS !15 i 1 12" PCSSP e i ' OUTFAL � 5 L � P fF•OS /e j I 113.5 F' 4 , /IOUFA�I- z S=p 43p� QL /33 97 i— - -I- -- -- - 110 �... - 135 - - - is r�55P - 1.....__ _, _ I v M '135---- , -t- 1.Y0 - -- r � 1Y0 110' 'iI0 "110 S =1.00% I - i LL '- ......._ t05 - 1' --- 9 I � 130 - -- -+ 105 - 105- - �- Y45 "° 105 10_ �= J I I y 1 1 — -- - I I I I i I! > i I v f - - ....._. - - -1 -- m+ + i �..__ .._ _..I, _.. WAS W y x ..t20 ._ .._ -- aF -- _. __� - -- '- -' _ .-- - a� _._. zN F on N. 120 115 1 r a x 1 13.78' 1 15 - I 1 -- i DI u a n A <.eut .. 109.14' 2 10 D10 i � R�tju.t 7.84'. 3 � I 110 � 0 106.98 - -I A - - I rtr - ! - -- —i - LLJ `- S:.7j: fF <>cnt.._ 18" PC55P --- -' - -- --+ - -105' -- - -- - r --- - - -.. _ 5 } of i I _ — ADSUTFALL 10 iN 7.Z 102.58 j -- - -- -100 - - - - -- -- - -- - _.._ _ ..- _ °�° _ .. - - 100 2 4 I. 103.2. S - D. 4 o �s! - - -� - - -- i — - -- T- - -- , - — - - - -- - -- -- - f .. -3D0' 300' 300' 2UU TAT FED. AID PHQJ. ND. 11. 11 HIGHWAY DIVISION W j SR !69 DRAWN JFK 10 RASH Washington ton Stale E EXEET � 196TH AVE. S. _!JONES ROAD Department of Transportation TO MAP�EWOOD DESIGN ROB e CHEC•.ED JFK JOB XUXBER v -r ^, • ENGR. T,C.NANSiRA P.E. 93WO40 t �,.. ,•,n . 109 Dl �. ADM. R.O.ANK..ASON P.E. CONTRACT NO. - ,- ��� DRAINAGE PROFILES 333 J APPROVED DATF REVISION ll - , i :: r IR o co L)i IQ ► I ra a� a.'' a� x� -145 r- - I2vT -� - 345 -i - - I20-' - 1 �? h D9 -- - - - --- - -- _ 09 120 - 120 - Dq 120 - - D7. + 1 . -T v 5 130 120 116.33' 6 116.06' 9 i- 190 { -- 1-.- i fi I- - f - -- UT� P - fl Y 5 2 -- - - ii - -- 5 - -- 11 12" PCS !15 i 1 12" PCSSP e i ' OUTFAL � 5 L � P fF•OS /e j I 113.5 F' 4 , /IOUFA�I- z S=p 43p� QL /33 97 i— - -I- -- -- - 110 �... - 135 - - - is r�55P - 1.....__ _, _ I v M '135---- , -t- 1.Y0 - -- r � 1Y0 110' 'iI0 "110 S =1.00% I - i LL '- ......._ t05 - 1' --- 9 I � 130 - -- -+ 105 - 105- - �- Y45 "° 105 10_ �= J I I y 1 1 — -- - I I I I i I! > i I v f - - ....._. - - -1 -- m+ + i �..__ .._ _..I, _.. WAS W y x ..t20 ._ .._ -- aF -- _. __� - -- '- -' _ .-- - a� _._. zN F on N. 120 115 1 r a x 1 13.78' 1 15 - I 1 -- i DI u a n A <.eut .. 109.14' 2 10 D10 i � R�tju.t 7.84'. 3 � I 110 � 0 106.98 - -I A - - I rtr - ! - -- —i - LLJ `- S:.7j: fF <>cnt.._ 18" PC55P --- -' - -- --+ - -105' -- - -- - r --- - - -.. _ 5 } of i I _ — ADSUTFALL 10 iN 7.Z 102.58 j -- - -- -100 - - - - -- -- - -- - _.._ _ ..- _ °�° _ .. - - 100 2 4 I. 103.2. S - D. 4 o �s! - - -� - - -- i — - -- T- - -- , - — - - - -- - -- -- - f .. -3D0' 300' 300' 2UU TAT FED. AID PHQJ. ND. 11. 11 HIGHWAY DIVISION W j SR !69 DRAWN JFK 10 RASH Washington ton Stale E EXEET � 196TH AVE. S. _!JONES ROAD Department of Transportation TO MAP�EWOOD DESIGN ROB e CHEC•.ED JFK JOB XUXBER v -r ^, • ENGR. T,C.NANSiRA P.E. 93WO40 t �,.. ,•,n . 109 Dl �. ADM. R.O.ANK..ASON P.E. CONTRACT NO. - ,- ��� DRAINAGE PROFILES 333 J APPROVED DATF REVISION ll - , i 8 3 W a a W 0 �m I�OHN 10 r N � J I I I 1 i 1 r :. : ,• , . .. ,,, z In - - - -- - - - -- - — - - -- -- --'- - - - - z - - -- r - r - —r -- -i-- r0 - + w F, n +n I ItT I 1 H N z p0 J 6 N! Q n a! n cu w + * Nul In w ca con n OD mai .40' 1 8 .29' va vl 0 a� 1 83.19' 1 ! uw w ? 102.64' -� -- -105 1 q IM _... H . B5:. 7 8208' 85 2 ( j. x 5 12" PCSSP — : - - } --- I2 PCSSP CI loo lea .100 � loo eo - � I - -95 OUTFACE rPCsse �� �S Or % - ► W 1 r p .._ .. _ -t 98.4cl -,,.. 95 CSSP / /llt rod: .75. _ 95 _ _ o''�°_ so+aI 0 12`" A655P nl S=3.00Y. CP J _ _..., - -- -' /O OD ' -{' - — 901 -fi - 9ff —, W` m ±__...90 sCWJywm - t .yp W 70' ti 70 r 14 � JN J22' J LL W h -105 ... - .__.. ; _ .. 7 r � 3 3 -4 - -- — 10011 - 100.30' �._._ ..._ 100 I - - - �- r. j I 8.4•C1. 1 7 1 i 9g._ -- L , 12" Pcss - I � 85' v- __ t -- -- -_ _' ..-4---- _.j_..-- 9 - - --- k,. -_- ... ,;• __..__ uw. __.., __..,_ -r90 -' ! - -- _ .... , wM r r V z a I 2 f M N •I J yl W In WO I a n n I^ r > �, } y i I 1 � ' 1 A 1. !- - -T- 1' OD _ �- � m � J1/ f V -r' HO 1OVL T +� z,} zN Z W W+ i F O U M p dl + to z V7 Rf to ti pw, In _1. _....__ -_._ .._.... .Q I..' =p4 ._ -._._ .., __. .. _. t. .}_ -.. .... 1.. .yp. .. UN m,�., : �,ql .z.. ,fJ _... }, - i w M - r a r - 86.64' — -105 a -- ....! (= u w 6 U v 81 .28' U n _ 1 n6. x o r �''. 8.3.29' t N 105 85 82.08' p1 01 0-c G! nr- q. d� c 1 v }bY 3 m w gpl a uv� ' 75.39' 94-95 4Cxin Acun 3' I 12" PCSSP N Sz1. q i —S =0.43 1% 5 =0.61% 74y 096r6�' L r95 .. _. _ , - - 7§ m �I, nn I 6=i; r�OiS r L / ' J UD v N cc I --- -'90-I -- � c^LL - 1 90 _.... .. � I 1 I I 1 Y- i PA J i J W W 90 i 85 80 75 70 ! -I- 1 - - j . -. i _; -121 -69t 118' E`•�:. -? TES F FOR. CO N S' - - -- - - i i PLANS ONLY 1 ,, I I TAT' FED. AID PRCJ. ND• L iGH tWAY DIVISION SR 169 WET f1R AWN Ary 10 MASH RiLL1�S 6i iR6 ! DIVISION 1 S{F'1'1 WSShingt n St &t8 196TH AVE. S E /JONES ROAD °1 Aft 93WO40 CONTRACT Ml APPROVED urwal ti snit cf 'Frwww�weiaalDn a�eua via ®�+ WCA TO MAPLEWOOD 110 or DRAINAGE PRDFILES 3113 , a 0 0 x W al W 0 �a v.zn i { I r . uj jr __. '.� it �•. .'. ..( : ._vI 'I ''. y �� Y�M ^ J ^J "J J^^ 1 v SIN N� 86.40' 81.99, 1 7 z z Q z v I_ ALL n U�'0 ? _ r a .� c � _ I � I r'7 - a Dc 5273. u 9fl 8fl - N r- N N _ ` -- — 1 - -- - - - - - _ - i�.5d• 8 L1L r5i5 0' �� o n i 90' 2, 4 A4.� Z5.60 9 I y otL - - 5 85 ' M C70.93 !1 i I i OtlTFALL 765 J - - y - -- 89 + -- 80 c 6 7 • J � INV./ 70 60' 90 85 80 75 . 70 en n 1NY.� ALKA1. _ _. ' - `' -- ? �S' _.. _. - -- - - * -- - - �_ 70.10' 77 -1 P 65 75 � - 75 -- 65" � ti � _ k 1 60 -33�'- 3x30' M- II ,I { I I I I I , i I - _ - - , { _ if` _ r NS V t! TE � jJ a PLAIN'S" ONLY TAT 'FED. AID PRCJ. N0. i HIGHWAY DiYiSii}iri M�ashington State SR 169 DP15 DRAWN JFK to WASH 196TH AVE. S.E. /JONES ROAD JNECKED R�B d4B itlRBER 111 T Department of Transportation TO MIAPLEWOOD PROJ. ENGR. T.C.HAISTRA P.E. 93W040 i!J DIST. ADM. R.O.ANGEPSxi PP.E. +,evs WrrsmrwRnawx4 �a gay T I ��A 6 DATE REvI510N APP N29d 1°OR� at+.��� DRAINAGE PROFILES 333 1 Q O O W a 4 S O F C N W 2 O 7 !p 01Zh 10�h b n ¢011 N )�.. �/7� A.. S W o�p F 0 t W 0 �s mxr t0 r I t>Q I �- a f z 'p sV r f I Q fo alto in v In c + n a ++ e me -ma ID <v Lnws�- CO cc wxr- I - - -- 1 59.43 U n 1 xo n67.93" 69.43' 13 b8,.b@' 1 68.b @' I IT0 ' 1 I c I n �• /(nl .. . I 12" �P5 P RtltnL y �I NV. i 5 -�Dy 12 `81% 5 =0.81 % 5 0.8iY. 2.. -- - -- - -- - VI' 0% _ 63. _ '__ _ I -f- -- - '-` - � -_— � - - -. _—. .. _. n � 63.06 _ ; I m to _ ._ fi —� r 52 52' _. I - I -- -- - .. - -- ,J T 10 ! p w J; tL .. .. Vl+ N� i .g-rU .Z.�O O t41P ' . Sl tr m1n Q l0 VYC lnQ + �+ D a ._. -_ _ . -._ _.. .... V W W. N Lc. ... .. . . 4C, _ . L) UJ Q T TO 18 N < F- U N yam,_. U .. W� i6 Di 5 � I 6 @.6 - i0 i2 69.43' p114 @ 67 TO I1 g 18 65.00' ; Ntiv.r .. C C 5429 %I i Y2 "' k6SSP 5=0.40% �S►� ;i . s - -- --- -- - V.. / , I -- .06'. _ \ITV b0 � tl 1Y(�� 1«'ONST`siVLTED ! - ;3. 6 PLANS" ONLY et EA J. i �: _ _ 52 250r - -- - 250' 250' d5 1 , _ ; P :nit'rcV. 1D WASH A u Inuu. nu. I I.. ' HIGHWAY DIVISION APPRCYEO yp Washington State Dg�arta�sat of Transportation es srmr r. sR 169 i`�6T�I AVE. AVM S.E. /S R0� O IAAPUWOW DWAA% PROF ILES > T -t(3 333 ij DRAWN •IrK uESION ROB CHECKED JFK JOB MONGER 93W040 PROD. ENCR. S.C.HAMSTRA P.E. DIST. ADM. R.Q.AND RSDN P.E. CONTRACT MO. =%29 LATE ftEViSilit; _T AYY - ' C tl r dL qp 66.3 j 1 3 �T. pbS.fiT` ai w+ _ ar '�'T; " -T,O . WSS ... {� az 65 Tom' II a'w�. fs3.°AH' 9 a 59.09' -S5 60 so q XU _ -- - -- - -- - --- -- 6W)$- -- H 2 F557° - - - - ,g1ry ._ .. _ .__. �c - 54T -55 . _ _ . .._ , 55 7 S=o. 'S5 so 62 53. a3' I i �4 6fi Ha 6Fe.34 V -q tl csS. Aa' aH 6 6<.9T r - - - -- -- -- - �..__ 0.33 5ID.a acv. ���' OUrF� 1 s>Qa as sa 55 An 55 n 1 t/i 190, 275, -2391 , .:t� .• � � i 9 ������� �������� � 169 sstr Ho .x/319 { W&Shifi §Stag 196TH AVE $E /J(3NE5 ROAD Departnelit at Tronsportatioa TO M� 93W94() a� F r4 . y ?r', of ",c;�5 •�'.,�rsF ¢id'9� +� aM��sa� DRAINAGE PROFILES 33� Yi 17- I. ST I NG- FD4 !STING Gs OU 5 GRND Lo ROUND th uj — — — — — 150 2.o By -tso --- ----- 145 145 145- 1-40 14C w ul 'D STATION 2278*60 105' RT TO STATION 1286+00 95' RT TO ------- STATION 1279+85- 100' FT STATION 128b+00- 103' RT ;7_ Lp • DS TING Tc 0115, 7 NO 150 150 L; cil 807 145 -14 5 0.90— 140 W C In J In 0 + + Y) O, v) % STATION' 1254+00 n,' RT TO CID I STATION 1298+00 75' RT N ii .... . ..... ..... Si= ISTATE FTD. All) PR0J. NO. -, HIGHWAY DIVISION SIR k69 DRAWN JFK MASH AM WAShingtOn State 196TH AVE. S.E./JONES ROAD DESIGN ROB Lj Department of TransportatIon TO MAPLEWOOD CHECKED JFK Joe 05 E41R. T.C,MkWT 93W04- ONIRACT W GIST. ADM. R.r.AKDEI. rrQ" DITCH PROFILES 333 APPROVED J A IL 5 :' . I 4n -m -+ 4m + ID 33, --T77- HIGHWAY DIVISiv wasbingtoo state DepartMat of Tra2sportatlos SR 1669 196TH AVE sF— /JONES RCAD TO m--a-PLEVOOM DRAWN JF�K mw i mo i31lS.3D Pr ;K TD a 0 4n 0 to 0 EXISTING 7 TD %0 OITM PROFILES D'ST. ADM. R.Q.ANDERSDN F.E. F 1m; Z' r X1 STIUG in W GROU 45sr- - . . ........ . - 0 0 V 5 :' . I 4n -m -+ 4m + ID 33, v HIGHWAY DIVISiv wasbingtoo state DepartMat of Tra2sportatlos SR 1669 196TH AVE sF— /JONES RCAD TO m--a-PLEVOOM DRAWN JF�K mw STATI ON i31lS.3D Pr ;K TD in f�reo :.HOCKED JFi( IWT J'S-3 W;O 4 0 EXISTING 7 TD 7 OITM PROFILES D'ST. ADM. R.Q.ANDERSDN F.E. F 1m; RL V7 4ZTnw 0 ma BRO L un las Ilan' a le 'I m An p An + STATI 25, 57AT0W !135N" 76' RT 'TO '14 rn 37ATM Z5'-4.34 65' ;RT ..1 co 1.00 t1 jti� IW HIGHWAY DIVISiv wasbingtoo state DepartMat of Tra2sportatlos SR 1669 196TH AVE sF— /JONES RCAD TO m--a-PLEVOOM DRAWN JF�K ON in f�reo :.HOCKED JFi( IWT J'S-3 W;O 4 0 EXISTING 7 PRDJ. ENGR- T.C.HOVRA P.E. 0 ma BRO L un las Ilan' a le 'I m An p An + STATI 25, 57AT0W !135N" 76' RT 'TO '14 rn 37ATM Z5'-4.34 65' ;RT ..1 co 1.00 t1 jti� IW HIGHWAY DIVISiv wasbingtoo state DepartMat of Tra2sportatlos SR 1669 196TH AVE sF— /JONES RCAD TO m--a-PLEVOOM DRAWN JF�K HsicN RDB :.HOCKED JFi( IWT J'S-3 W;O 4 0 PRDJ. ENGR- T.C.HOVRA P.E. OITM PROFILES D'ST. ADM. R.Q.ANDERSDN F.E. F 1m; RL V7 4ZTnw 120 120 120 120 e+je .(29 EXISTING GROUND --its 115 115 115 nj < Iz— FD99 1 _ 1/71 2. J 110 Ito 110 0. ODOZ 105 105 105 4 nlu".WAT U111410n MA WAShIngtON Shtf Doputmant of Transportation SR 169 196TH AVE. S.F_/JOKS ROAD TO MAPLEWOOD �K' 333 .73 -RAW. jr �j cr STATION 1354-70 95' AT TO lFk STATION 1359+49 86' AT Et + + + + DITCH PRWILES kPI! oSTATION, 1353+44 85* AT TO STATION 1559+49 86' AT TO IS 95'- ItT ------- + STATION 1359A0 -115' R7 v TATQFEn. AID P404. KC. Clio, > ..... .... . EXISTING- ----------------- ----------- I -------------------- ---- Ile t. Ct'21% 120 120 120 120 e+je .(29 EXISTING GROUND --its 115 115 115 nj < Iz— FD99 1 _ 1/71 2. J 110 Ito 110 0. ODOZ 105 105 105 4 nlu".WAT U111410n MA WAShIngtON Shtf Doputmant of Transportation SR 169 196TH AVE. S.F_/JOKS ROAD TO MAPLEWOOD �K' 333 .73 -RAW. jr STATION 1354-70 95' AT TO lFk STATION 1359+49 86' AT + + 120 120 120 120 e+je .(29 EXISTING GROUND --its 115 115 115 nj < Iz— FD99 1 _ 1/71 2. J 110 Ito 110 0. ODOZ 105 r- q=j 105 105 105 4 nlu".WAT U111410n MA WAShIngtON Shtf Doputmant of Transportation SR 169 196TH AVE. S.F_/JOKS ROAD TO MAPLEWOOD �K' 333 .73 -RAW. jr lFk + + + + + DITCH PRWILES kPI! oSTATION, 1353+44 85* AT TO STATION 1559+49 86' AT TO 95'- ItT ------- STATION 1359A0 -115' R7 TATQFEn. AID P404. KC. 105 r- q=j nlu".WAT U111410n MA WAShIngtON Shtf Doputmant of Transportation SR 169 196TH AVE. S.F_/JOKS ROAD TO MAPLEWOOD �K' 333 .73 -RAW. jr lFk 43w 1.' .4WRA P,E. DITCH PRWILES kPI! C D 2 a i 0 0 N O 11 { , I - 1_ i i - -- -- F ( � -- v i m ON O to - - to O r N + EXISTING r� - - - -1 lol- - -- > - - - - — -- - - -GROUND -. " - - �I - 1110 __. _ ... 105. .. -- m 0 m^ILra 105 vhilw J I a w a w �[XISTINO o, >c . VI W 6 1— J �n w w w aj( tOU ._._ ._ -105 _ _ _._.. t. ��.Y- T +. _. - I05 - - fl - volw a a, 100 0.669;. \ i !0.661'/. 0.699Y. -- +10 5 ____ -._ 95 901 - ! 90 f f I i STATION 1373+50 81' RT TO STATION 1393;'50 90' RT TO STATION '.375 +50 64' RT _ -. _ .. _ _. -_ _ -. _ _ -._. STATION 19°3+115 d05' Rr - � I cI C-5 1'AT M. AID PROD. 07 i�I[/gHWAY �t�l��j1N SR i66g C)RAWN JFK fi1L7f119 R I 1 ! V ltf _ ® �$y� � +0� +�i, MTH A�. $.E./ S POD srrctT 10 MASH +may Washington State � CHECKS JFK ♦ Department of Transportation TO �++°OW iie CHECKED JfK ,roe HuWER �'P,OJ. ENOR, T.C.HAISTRA P.E. 93WO40 DIST. ADH. R.O.ANOERSDN F.E. :ON*RacT d0. Ai'PROVED - - 3� ICATE REVISION Y APp 42!¢ fl1iiH ��i�s 33 _...- ....... - . � .-- ..e....,. -. r...... ...... - -.. � gym. OF Da s h Y D �a -`. 7. ir O J !tl Cilo 14 pL i • i 0.5srx 95 BOTTOM OF DITCH T._— ____ - EXZAb *TIJ!N. 90 0 o n o o a c o 0 + + } O STATION 1440e50 4T` RT TO STATfo%- I4.O5+%- -53' RT 9K Y+ rt n I : 6f� • _ - — _. __. -. _. __ ._ - -..- _ — _ O 14 -,.. jj ? - -- 0.5' 3 X 90 / 0.2862 BOTTOM OF DITCH_ -- - - -- t -- 85' - — - -- -- -- EXCAVATIC _ 85 _... -- . . 0 0 0 0 o a o o a a o a 'I id➢ O � S O N O N C N O 1(f p STATIIIN 1405rt95 53' RT TO STATION - 1410+X..41" RT ct v — ~ �.:.`TRIC??D io + C! �_ I s" t� iY 1 l m v I woonjnQton State Department of Tronaportafion a..£ � /I5171 Y,APP Yal�w�� -o !• r 196TH AVE. Sf- /JONES ROAD TO MAPLEWOOO 185 45180 O O s C '6 DITCH PROFILES --1 333 fRK9Ft0 BOTTOM OF DITCH t EXCAVATION i n , 9 ' ra aw n rn o STATION 1410+76 41' RT TO STATION 1416 +82 46' RT Yw HIGHWAY DIVISION SR 169 woonjnQton State Department of Tronaportafion a..£ � /I5171 Y,APP Yal�w�� -o !• r 196TH AVE. Sf- /JONES ROAD TO MAPLEWOOO 185 45180 O O s C '6 DITCH PROFILES --1 333 fRK9Ft0 °o a W a `x 0 0 W 0 90 ui 1j I( m I a(((W 1 0.4447. .43 -- - --$S - -- - - — ` -- - - - - --0.46 _ _ - - — _..._ -.. - - -- - a ll BOTTOM OF DITFFiJ i r � EXCAVATION i t r o � 4 0 0 0 i o m o 0 0 0 0 0 o r � STATION 1416 +82 46' RT TO' I ' -' -- - Y - -- -- ---� -� - -- — --- - -- --' - -�- - " - --- r- --- --� - -- � - - STA -41 AT • , '1 '� -- -jO.Y -._ -. _..-- _ -._.J .,c„�_� - -.� T_ y___. -_�.. _L. -._ ...._... - ... -_ -_ - ._..___ a�._ 1. ♦ 1 90 UJ r r � 0.5T2Y• m w DITCH .- .__- E%CAVkTION . _. _ _.... 80 1 O O O O O {) O O O O C O O r+ + rn ko N N �. — - - -- �' -7 -- i -- r -- f - - —I - - - - - -- - STATION 1422+00 41* RT TO - -- -'- _. . -- _ . � - -- -r STATIOM -14 ?7.+00 - 41•' RT , t -- z .. cD f f. ..... t - -- - - -sD -- ` - – 0.460 -- - - -- — ac f ! r BOTTnM OF DITCH 1 .- - -- - � -- � - -- - - - +_- - -�- - -- l �_— EXCAVATION I - , _ roc N N N N .� N N N I•) STATION 1427+00 41' RT TO f or, 4 Cj -STATJ ON-4431 +67 -42' RT - TAT FEu. AID RR". ND. I It, I HIGHWAY DIV16ION SR 169 �. DRAWN JFK i9 MASH Wl9hin9t0n Stitt - .�. oanslGu rice ( 196Th AVE. S.E./JONES ROAD _ Denertment of Trensoortetlo To MAPLEWOOD APPROVED fro or 333 V" 8 0 as fl? - SEE DETAIL 7 5' TtdS SHEET 57 DEP I t� (Tyr- j SET F40c" WITH L FOR ELEVATION VIEW WE SPECIALS Am AT 'o DE.Ge.-E. �Jr *7 TOTAL "T N Cf BAW • Sk-1-1 SPAVISOWDGRAVEL I ROCK WIDTH TYP 5-1140� 74 V'CLEAFk wg- I SUSUME 9wmw -*0 SEE SFECLALS RErR STAKE JYPIO A 2-3F1=*VTWSAP*Ar SECTION 12*0 4URPERLOG ffl- 2 ROCK I,ENGTFIS TYP STRILKIYURE CaVER gr ONE 1014 ROCKS TYPI IS WUE is, wmr�0 TO, or a" TOE OFSANK TOE OF BA. 12 16-CAL L"ZASFIR ORCEDARLOGWITH Fk>,iT'AAD 45F 101 jv� &",NEL sOmL MAN ROCK CLUSTERS TURNING ROCKS- ROOT WAD DEELECf R NO (j)i SCALE .0 SCAR TQL Of SANK TYP CLEAR I," t PE AMerl) GRAA 1,04S LIE PI H i T�T I STROc TURF SEIR SPECLALS MA44S7-t'AMCK4 SECTION C/) OPMI�STECAA KF" DEFLECTOR TOE OF SAW '4➢ 5 L', is, CIAW TE:i tl t S, TYP, 0 RE:CESSFE) MPRAP SANK L-N!Mi - SINGE Ft,'W ")F s 1F.F SECTION -*TAIL 4 CNE .1 WO MAN FIQCK z i I HIS S�iF E T FOR LOG S, NCATH EACH 9 LW SET INSTALLAT*N ji 1, 4 FR,-*A TOE OF BANK I H. NO ExCAVATE TO PLACE PLAN L-:-J vi,REaAqST&KEirYF,2 Z—'s DO AWT16RCEDAROR I PEP LOQ CLENGTH. "D CURH 'ND WTH 1 -21VAN ONE TO TWO MAN ROCKS ROCKS fill PLACE (A - S1 2 VAN noc EDC�I: CF DE F EC TQR V� (r SEC -PLAN DUPTH SFT WITHIN "CWTT& SIRE ;ANINPL DOTI k�AN�NLY,N' N REAA W ST ED O CI (t��E HANGING COVER STRUCTURE DOUBLE L DEFLECTORS WIN DEFLECTGR NO SCALE _�E LOG 5 'X' ]STATE fLM AID PROja M04 TI HIGHWAY DIVISION DRAWN C EVANS Am�, Washington State SR 169 MC4 14T.I. 196TH AVE S.E./JONES ROAD CNECXED S. CAKROCK Department of Transportation TO -val- ;93040 190 ENCA. BOrbara Oakfnck ASLA ILDIST A43M.- 4.005� AF�TKTV� � PLi ?EW 4 A 4 Madsen Green: Structures Details 333 D REVISION BY AP1111 Y2, If —11. _IA GOT gcrosw i DOT F.R. 221 -029 10 93WO40 COMTMCT M 3Y APPD ♦PPROVED ,tx* Washington State i ■Department Of Transportation MCA EMOIlIEE11E IMC. am ioa BC I 196TH AVE. S.E. /JONES ROAD TO MAPLEWOOD SMEET 247 MADSEN CREEK BOX CULVERTS 333 F/L2 -�v .._._ , -., .. _ .. _ ... ..,...- ..,... ......... .� -�. � <,.:. .... .. ... .,. .,,. ... -.,, ..-�.. .._. <, - ..—. _>,,.. �,+ - ter..... .t =fi.''' _ .. _... ,.. .`-..;.nr. m. �..... .,.w,. -.., r.,. ,� _... .�. ,n.. k..., .... >-. _ i�,'r:4ls:.f.:.s.T.%'„?: Y�s�J✓ " -. r. s.. -- .. .. .n. ... a x s � d o 2 1 i , NORTH iVINGWi L C15 r NORTH WlNGWAt£: V\ -� n sea n \ I C11 �t?'4 0 8° \ \ \ \��G. ' SOUTH WINGWAL1- P i SPUTfi IIJINGWALL. -10 LIMITS OF REMOVAL TRANSITION W t ANGLE POINT `� ('NORTH WINGWA'LL: iv Y1� OF EXISTING BOX NT / CUL'JERT, PARAPET, s OF WALL TO 116'53'54' �' iO4 0 12- WINGWALL AND APRON. +: t END OF WALL 'S—JL'TH WINGWALL- NiORTH WINGWALL' L9 i A 12' UTH • EQ. SPA. (SPA, tAtfaY) / SOUI+V WINGWALL: YERTT'CALL'+') C171#4 0 EQ SPA EL 92.0— 11/2° X 312° CONT. KEY - CONCRETE APRON in - -i i '°i SECTION B VA R ^d C3 !114 0 12' QAA.X:(F'ROM APRON 941U —� - -R r fAN TO END OF APRON A AS {ff'D'C 0 ANGLE POINT NOTES: 2'-6'- 3`C -- 1. •FIELD VERIFY —� 2.REINF. NOT SHOWN. 3. ALL HORIZ. DIMENSIONS ARE PARALLEL TO CULVERT ) CUA D CENTER. TAKEN AT REMOVAL DETAIL ,aJ DRILL 3/4 "0 X B" DEEP HOLES IN EXISTING SECTION C EXISTING 6'x3' CULVERT, GROUT DOWEL BARS WITH EPDXY RESIN BC4 BOX CULVERT PEP, MANUFACTURER'S RECOMMENDATIONS. n ///��� 815)#5 0 12" MAX TYP., TOP SLAB EXISTING RESNF. NEW STANDARD 6'x4' BOX CULVERT / [PER STANDARD PLAN B -5 (EXCEPT AS NOTED) G2)#4 1C 3)#4 0 12' I Q -- = —� — =— -- -- 0IrMAX, jjjIil V -8 "4 TEMPORARY KFYED i -- - -- 3-3 OPENING, OPENING, SEE DETAI: FAN AS REO'D 0 Ir L R � o' SLOPIND WALL i i I 81 51(5 TYR. WALLS W z i CLR. m YOUR. 819 2-05 (TYP.) �#4 0 Er - 11/2" X 2,12" � — C7 CONT. KEY ROUGHEN AND CLEAN EXISTING %/ \ CONCRETE SURFACE. APPLY AN 1,11 °D APPR ^,VED EPDXY RFct_u tMMF_DIATEL I� — C✓ i PRIOR TO PLACEMENT OF NEW CONCRETE �� s T ti O5 �3 -CLR' j L'° + 3 "CLR I 2 -0° MIN. 1' -0" DEPTH OF 1 T(P. F. — RIYER GRAVEL -� !d8 EF. TYP. AROUND OPEAING 1 ( {TfP.) 818 j5 0 12• MAXIMUM, ( LAP SPLi" I'YP. BOT. SLAB (�') zv_8 "b TEMPORARY KEYED OPENING '# 4� FOR DIVERSION OF FLOW DURING NOTE_ STANDARD = VERT NOTE CONSTRUCTION. ROUGHEN SURFACE REINFORCING IS NOT SHOWN ; rvrcoT cm DOWELS, WALL P•EINFORCEMENT AND APPLY APPROVED EPDXY RESIN FOR CLARITY. REFERENCE NOT SHOWN FOR CLARITY. IMMEDIATELY PRIOR TO PLUGGING STANDARD FLAN 9-5, OPENING WITH NEW CONCRETE, DETAIL 2 OPENING DETAIL 3 SECTION G STATE FED, Alp PROJ. NO TT �( DESIGN L PIERCE /SLAB 14 WASH ae^ft • a ashington State �.IR �./ BCC DRAWN L NEMIRCVSKY !96TH AVE SE./JONES ROAD CHECKED 1. AWAD JOB NUdB£A a.� Department of Transportation TO MAPLEWOOD �ROa_ENGR. TA. HAMStRA PE s-s IJ OCL: co ic^,tIONe ac -- 93WO40 249 _•._. -__ s "T. ADM. A.D. Am.050N PE o , O L .a a�cnwx Aw a.. >F �T �t +w. MADSEN CREEK BOX CULVERTS — DETAILS 333 CATS RG:iSiON 6'Y AP P'D ` 2 95 APPRpVEO wU EpG FfRS wC. Y w 7e 5 00 0 1 c � s W J F TOP OF WALL U; -* 5` REMOVE AND REPLACE HAND - PLACED n ++ \ \\ RIPRAP ON EACH SIDE OF THE 8 �, xga, SLOPING ✓ EXISTING DITCH FOR A DISTANCE WALL FACE OF 10' FROM END OF WINGWALL _ a.` TO MATCH WINGWALL SLOPES INDICATED NORTH WINGWALL FILLET 0 EXISTING DITCH e44 0 12' 6' FILLET --- -5`�, �`\ .. SOUTH WINGWALL: ' 1 79' �/' B('j .0 FILLET TRAINSITi —IS CPO/ W A 79' /�. -/- r- O� ` 6' 0 END OF CULVERT TO c� a 0' 0 WALL ANGLE POINT 2-0- .'� 1 L7J/4 6 12 MAK 1112" X 31/2• (FROM COLVERT END ( CONT. KEY 'O TO APRON ANGLE POINT) - - -- — - - - - -- - ' ec} (TYP.) - NOTE: PARAPET EXCEPT FOR APRON SLAB -- - FOOTING L WAIL / � , TOP OF WALL DOWELS AND TOP STEEL. FIST- REINF. NOT SHOWN FOR / 3'CLR. �_ `- STA. 1394+54.74 CLARITY. 0c, L;WCL NORTH WINGWALL: APRON ANGLE POINT J C16 /4 0 E0. SPA. PLAN - NONSTANDARD WINGWALL SECTION (_D`� SOUTH WINGWALL 6,'04 0 E0. SPA. e 1/4" PP.EMOLDED 6• JCTNT FILLER TO TOP OF APRON I WINGWALL II EL. 98.0 _ (812)04 0 9' — - 813;/4 0 9' SECTION A R "AS OONSTRUVI FOR PLANS" ONLY errr ::w STATE FED. 0. A10 APPROVED .�� {., r " Washington State Department of Transportation EhjaN A mrqqmloqk _11 �' � � SR 169 196TH AVE. S.E./JONES ROAD TO MAPLEWOOD BC4 250 333 10 WASH DESIGN L PIERCE S N8 DRAWN L NEMIRO'.'SiCY CHECKED 1. AWAD ,. - .. �... . -. , J%; WAMR ,y,;. 93W040 FROJ. ENGR. T.C. tlAMSTRA PE 'a MADSEN CREEK 80X CULVERTS - DETAILS GIST. ADM. R.O. ANVERS0N PE � +REliS (.N 9Y AT'p'D ''R GAfE q �0 Fl*,Wd VU REVISION P1213 emx ic 7% ALJI A —A Cr - FC Amb, Washington State W-PWM Tip Department of Transportation 8C4A IH99T Zs ap OHMI a L kl, S_ N \I I / x LA- / � k ���i � 6 II i-A Fl*,Wd VU REVISION P1213 emx ic 7% ALJI A —A Cr - FC Amb, Washington State W-PWM Tip Department of Transportation 8C4A IH99T Zs ap OHMI