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Home My WebLink AboutWTR2701017_4' p z z Q U J N L.Li L,J C-1 Z } L1 Z LJ OLr Z L J F-� U z a a' U ►- Li � U O Z Lw V �o Z J Q! I� ly W H LaJ A 1 _ � < W _1 U U 3 0 t I Z_ Z Z Z Z — Z ( w S p U 2 I N iQ 4 LIJ (� .U_1 J o Q w w o W Q Q Q Q \ U H LLij L- LLJ CL O Z �' 5; S O� O O � � Qt� 0 � Q O CD Q LLJ o `'� 0 O ! Z -� The first number of N = 3 "CODE DESIGNATIONO j Z (/) � W Q �+- V- �=- U C' Z a7LLJ refers to the sheet i J d V) LLJI w Q W W W Z 0 CL � I P Z I I Z 0 num er of the contract Z U Z �.. Q- 0- a- $ Q =! , Q F U I ! U W (n m p;an .The second number N Ix I-� = W W i_ p EL Q- �- �- U L� U U ref to the construction ," LLJ i Q L1J t/J Z � III N Q (� Z F J U �' U feat re found on the I i> Z Z Z Z Z `� -� � w Q O . O 0�10 w ZZ porti ular sheet. I > I� Q U U Q I� id- _ V) OU L Q Q'_ OU Q O U j LLJ I I I I ► I I I J=�f- S Q QI EL- ItQ QZLi� �(IO iUZ W Z cC W LJ LW W i -U> > UU Z �ZJ Q Z ~Q Q W Q Z Z J Z -> ZF- �VIO- ) O z i=Z (Z O w � Q W pry U U-UZ O CL w U U OU :2Q <�v W W �� - Z)Nl� c0 Q� Cy- wW x w �Sx w �mz 2 cn � N 0-U�Q�,� w CI (WL,IC-)I I x FILENAME: UT5 REGIONNSTATE FED. AID PROD. NO. SNOT TOTAL HIGHWAY DMSION PLOT DATE: 8 29 90 Aft� � DRAWN G.O. - 10 WASH 1�!//a�h�T�ton Sta! JOB NUMBER VOW Department of ' CHECKED DNP PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON /30/90 REVISED QUANTITIES DNP CONTRACT NUMBER APPROVED URS RoseWater DATE REVISION 8Y APP'D I CONSULTANT8 CODE DES1G— NATION STATION - U W V w U W U W U W U W U W O O W� w (/) -I Li - U I � G I UT9-30 UT9-31 UT9-32 UT9-33 UT9-34 UT9-35 Mi 8+50 2 LT—FR25+50 fi LT '�18+2417'RT FR21+84 32 RT FR21+32 24 RT-27 RT C20+07 7'LT—C21+17 7 LT C20+07 7 LT—C20+70 29'LT 25+2817 RT—FR25+5017 RT I I 2 1 1 3 1 1 1 1 1 3 2 2 66 45 363 2 140 28 700 8 2 7 2 12 i I 42C I I I i UT10-3G R25+50 6'LT—N18+041'LT UT10-31 18+041'LT—N19+401'LT UT10-3 17+55 24'RT—N15+82195'LT UT10-3.. FR28+08 22 RT-27.5'RT UT10-3 7' — 1 UT10-3'; 25+8017'RT—FR26+13 23'LT UT10-36R17+93 15 LT 1 1 ( 5 1 2 2 1 3 1 60 25 7 561 680 136 370 24 168 I .05 ? .05 250 I I I 462 1279 44� I SHEET TOTALS i 10 9 i 2 j 1 4 3 7 i 1 126 1171 1886124 168 110 i 9 .05 � .05 250 112 I I '1 ' I I - I I I I I I ! i I � I I I - v Y i f 0 0 CD N n 00 V) U U J �I y _ U Q:� I -<r r-- X x W' W Z .W_1 O O D_ g li Q W W .wJ W (r C _ W U U !,;J -j t Ly O w U W W Q Z 0� 0 0 0 = 0� �LL. Li U i U - CL' tL Q LL' Q 0 C' C� Q Q Z Li CV O O i O J Z The first number of 0 Z Q 0 0 m � Z Z m M Q (� M_- _ O co O 'CODE DES GNATION" W z 1�i.! � O 1 Lr E"' Z_ Q Z ® C7 x Q m U m LQ 0 F-= O 0 O '__ i z Z W refers to the sheet = I 0 J q z z Z W U CL N_ r— Z > z � w ~ ~ J 1 J Q O number of the contract O LLJ U ans. The second number J W W W .J Z W w Q J d U —� U w U `3 x J O �� 0! 0 F 0 p; = I Q Q Q- L► V) i V) V) to U LL_ U U X � -d W O J 1= I- U_ z < (� .- CL F W COI Q Of Z Q CU W Q 0 0 U z = Q !L w Z Z w U refers to the construction J - feature found on the Q C' Z Z z z Q W O 0 W �- z = Z Z Z Z z O '�' _ N Q I Q 0 Z W particular sheet. W LL' }" W �; U a. U Li < O W Q 0 B O O ~ Q V) Q Q i .-- Q Z Z LIJ W Z V) �i.! - 52—+—< -`= Z O_0 Q 0 U �C� U F— w- W- w- O Z% U 1 �W- W W J W J U p - �- P_- O Q O Q t- U F- J J J JO J I J U) U 0Cw Z O w y Q � j 0 0 W w 0 F— O Z i= D O D 0 S V Ali Z tn0 —�0 �t'LIJ J OW = Q z z J z UD z> �> z W Q O i Q Z U p Z� 1=Z I'Z U zZ V) = o w W J �Q �Q W z v z z� zz U v 0 �- 0 W ZU V) W U� UZ Jg,U U— Z U)z Z) 0- w {� U M OU OU M Z 7) w w i w U O wW w << �,}} _0 > 0 OWi=0 CO=O ¢ 0! cn w w x W F—U =x =x W O 0 Qd-QCO Qoo D_ I n- w 0 Imm F- W a. � 0 q CL to 10 0 .- U U � I U Q V) rn L LI U V) z V) W V) W U U <i to � 0 m _ t � Zi- � V) i V) I I I I I - - U W IsJ 0 0 I Vt>- U= U_ IU_ _ I U REMARKS =}- r li li LL. LL L� li � Li U VQ Q Q d Q Q 4 Q D STATION 0f J U V) n WW W W W W W W W W WW _Q NATION - _ UT8-20 15+9015 RT MI6+07 2 LT 1 1 1 111 8 24 24 9 210 132 1 I I REMOVE EXIST. MANHOLE AND CONSTRUCT NEW MANHOLE UT8-21 'IM16+07 2 LT I - 191 1817 1 67 LT i 265 265 258 INSTALLATION OF CASING INCLUDES JAGGING PIT UT8— 22 M16+07 2 LT— M16 +07 2 UT8-23A16+07 267 LT _ 28 331 1 ' _� Z 42 , z5 44 44 4 3 5 585 3 1 PLUG EXIST. 18 MH OPENING - i UT8-25 NOT USED ( j UT8-26 NOT USED UT8-27 INOT USED UT8-28 NOT USED T8— 9 NOT USED i _ I I 1 UT9-20 M18+93 7 RT—M19+4911 RT I 36 1 26 71 20 1 1 51 1 1 1 1 8 587 136 1 1 1 1 INTERCEPT EX. 8w SANITARY SEVER UT9-21 M19+4911 RT—FR21+6012 RT 142 106 231 20 211 8 743 126 1 1 UT9-22 FR21+6012 RT—FR22+85 7 RT 105 84 125 125 10 040 167 1 UT9-23 FR 1+601 'RT—FR 1+77 44'RT 22 12 40 40 4 3 10 440 167 1 I 14 4 23 23 2 2 � 276 UT9-24 2— 1 1 1 UT9-25 FR21 +77 44 RT— 1 +97 ;03 109 72 153 153 16 11 1 2205 1 f _ .� � _ c 28 5 142 142 10 157 1 INTERCEPT EX. 6 SANITARY SEER UT9 26 FR 2.85 8 RT 49+3514 RT UT9-27 FR22+85 7'RT—FR23+75 6'RT 67 53 88 88 12 364 199 1 UT9-28 FR23+75 6'RT—FR 5+39 5'RT I 142 113 .160 160 3 2 10 870 167 1 1 UT9-29 C20+20 4 LT I 20 118 60 60 I 1 1 5 5 100 2 1 I 1 i UT10-20 FR25+39 5 RT—FR27+00 6 RT I 1 1 113 78 159 1159 1 2 1 I 1 8 p285.126 1 _ _ I 117 87 168 168 3 2 10 10 3441157 6 1 INTERCEPT EX. 8 SANITARY SEVER UT10 21 FR27+00 6 RT FR28+70 7 RT UT10-22 FR28+70 7 RT—N17+33 27 RT 574 270 270 1 1 0.0510.05 , 250 10 10 251 167 6 1 UT10-23 N17+33 27'RT—N17+27 7 RT 9 7 18 18 2 5 189 1 INTERCEPT EX. 8 SANITARY SE��'ER _� _ ' i 113 87 .285 285 26 5 1 CONNECT SIDESENERS TO MANHOLE Q N17+27 7 RT N14+43 7 RT 1 30 20 160 1 60 UT10-25 N14+43 7 RT—Ni 3+80 2'RT I 8 600 126 1 UT10-26 N13+80 2 RT—N12+0017'LT 127 97 182 182 10 574 157 1 UT10-27 N12+0017'LT—N10+0417 LT ( 125 95 180 180 1 10 520 157 1 ' I 23 17 33 33 10 462 157 1 CONSTRUCT MH IN EX. 12 SANITARY SE'��ER UT10-28 N10+0417 LT—N9+72 3 LT UT10-29 R17+63 6 LT SHEET TOTALS 1 969 �1014 �2781 100 14211466 740 289 44 28 1258 36 26 0.05 0.05 250 30 377 36804,4546 1 3 3 2 8 7 1 1 1 1 1 2 t i i I i I I- � S J ••~ti 'r _ I I O E Z Ln Q O U Z G O w w U, v vv } w , Z REGION STATE FED. AID PROJ. N0. SHEET TOTAL HIGHWAY DIVISION ©� O � � FILENAME: UT4 N0. N0. SHEETS . U o_ 3. L_ PLOT DATE: 6 11 90 ® Washington State U T4 z DRAWN G.O. 10 WASH TUK'jVILA TO SUNSET SLVD Y �, ® ®epartmen# ©f Tra rta$hn CEDAR RIVER PIPELINES -RELOCATION SHEET JOB NUMBER � o Z � CHECKED DNP OF of v Cn < = PROJ. ENGR. J.E. JOH N SON '� DIST. ADM. R.Q. ANDERSON /30/90 REVISED MANHOLES DNP CONTRACT NUMBER URS RoseWafer Engineering,Inc. SANITARY SEWER STRUCTURE NOTES APPROVED CONSLLTANTB SHEETS DATE REVISION BY APP D e LAJ Z Lai CK U 1- C4 Li z H W Z d � Q r- 3 Q U a J � LJ < 0� 3 C LLJ z LJ r C4 1- J :D Z LJ O J CL 1- U a- z ? jL LLJ > r- CD Of ��Q�,ZLJ 1 oz LLJ (/3 e J N U U E V) 2 � i J L.T r J "J �. jq I T w = LLJ LLJ! L.L.. f--. r z Z U U U !- W F- I- O / 0 a- W W U W � L i � Li Ld Z � Q - _ Q Q � Q Q _ � y t..�. � Q O d"�► �' 7? U U M I �.. -J Z Q O W Z O J � i� Z Z Z W W 'x U _ — G� Of x Er_ CC _Q (� F- O Q 4 W (n O O Q Z O O O O O I „� The first number of (n O O U --� Z 0 O O Z Q 1` Lij 'CODE DES!GNATIOKr Q U U J Q 6 z W W ''' W — N w —t LL W Li LL L� 10 M -J ®= w r, W refers to the sheet 2 W W O J J Z N J W W W W W Z �•+; Z Q> 0_®U 0 H ¢ number of the contract L j V) l F d %' _ CD � Q_ 0- �-� CL ¢ — W' (� (L O Q zi V) 0 2 Z Z O: i j w Z z % Q>- —�, ._..�: !�� U QS!EZI plo^:s. The second number () i W W F-"- Q V) — — W _1 E: M� M! EZ Q 0- Q� Q CO -� Q U U x refers to the construction _� �- _ Q I W W 0a �Q� Q x a (J� �0 r Q Q W:I V) Za!Z¢IZD ZO ZC �Q x Z U WJIO� U W w Z feature found on the Z z o • 0. U 0 W I 5• `'- U > > X L �' V) o' ��02�0W� O O z U Z Z O�� particular sheet. U U U Q W I � I U O W O O O ZJ x (n w ��I �'>->- (n Q �Ic� cc � � � z � � U o W z � O o �- � �n C� C� C' m Q (n !z�I W Z —Q Z J J J J J �=(!) —ZI—Z -- _— — �p U U J m 10 — 0 -� I — 0 -, Q Q Q of -J =; -J Q Q ~ —I �. W 0 h CD O F- }- Wc i Z Z Z Q Q C' i U C� J 0 W O J W W W Z LJJ W W N W �' W Jj Lit J F- F Q F- U ',► J LZ.W 2 Q Z U(n;—> Z W O O O 00 U Z� Z Y�� F �Z1�1•� IL,>JJ WW� Wm t��`1��mILi < m ��i1=�11=T F� P zz (n 2 W S�ItL'Q W Z i d M � Mcn F- to Q- W ZU � U— ZU F- F- F-Q F-QI Q MJ Uz UzIU�!UZ U� (nZ _2 0- M Q OU Z ZZ 1 W W W ,WZ, Q w J_ Q'QI O�yfQ<i Q Q 1Q2 �2;02 OQI SQ 04,OQIOQ SQ IQ cn W ._1 S:C W O ICI C f�0 U F- ICLC MIM 0� MM 0 ( 0 CCU SU �OUIU>` 2 D�i0M10M 0M om (U� V Q U (nUl(nWl U U I�� I I - CODE STATION 2 U 2 U WJ i i U U I ILL L V 2 U Q Li 2 U Q w 2 U Q w 2 U Q W 2 U Q W I 2 Q IU w 2 U Q LW L` Lz ( ILJ` L _ J L_ L: Z OO Z Li U i nNATION nww2 2 0 UOESiG— l RE RCSwUi _ UT6-1 10+46 — 1+06 I 1 48 60 1 10 7.6 1 1978 1 1 1 1 1 1 I IN UDES REINFORCED ME. &AB (DETAIL 1 CN T 1 UT6-2 0+52 — 0+52 1 S RT 2 2 1 4 1 11 1 18 _ 2 207 2 '-IUT6-3 1+06 9 1 18 1 2 1.5 156 1 : — UT6-4 1+00 5 RT — 1+19 4 28 f 35 1 1 12 1 36 6 4.3 28 632 1 4 1 INCLUDES CAPPING EX. 16 w — 016-5 1 +06 — 5+CO 1 1 20 1 1279 1I 394 63 45.4 , 6186 I 1 UT6-6 3+90 5 LT — 4+09 6 RT 1 1 1 23 23 1 I 2 1.1 1 5 1 CONSTRUCT MANHOLE IN EX. 12 ST i '- UT7-1 5+00 — 9+82 1 22 i 1 1272 1 482 34 1 67 48.61 2 Q24 I INSTALLATION OF CASING INCLUDES JACKING PIT UT7-2 5+58 — 8+15 60 RT 48 9 74 1 1 1234 3.5 2.0 1 9 1825 1 1 INCLUDES 8x6 REDUCER AT HYDRANT UT7-3 6+25 — 6+25 13.5 LT 1 1 UT7-4 7+22 — 7+22 11.5 LT 1 2 1 1 1 11 - 10.3 ' 0.4 2 1 ' UT7-5 9+67 9 LT — 9+72 1! 1 13 1 0.6 I INCL. CAPPING EX. 6 W UT7-6 9+16 14 RT — 9+72 38 1 1 1 1 1 58 1 16 1 10 7.6 1 1881 1 1 1 1 INCL. CAPPING EX. 12 W AND EX. 16o W UT7-7 9+82 11 1 2 1.1 89 — UT7-8 9+82 — 9+95 8 1 1 1 15 1 1 1 1 12 34 6 4.3 1 8 1432 UT7-9 9+04 32 RT-10+07130 LT 132 84 1197 197 1 22 `16.2 9 125811 1 1 I i SHEET TOTALS 1 55 49 142 ! 1 23 2,3 ' 132 84 197 197 79511 4 3 1 2 2 2 4 54 246 58 52 , 970 34 194.8140.71 4 14 120191 55 1 1 2 i 5 --- i 1 i 1 - i I I . i I I I I I i L4_ I j E 1 I I I I I 1 I • ■� ro. n I G IIAI- ILL 11.4AVFF I Fi! ENAME: UT2 REGION N STATE FED. AID PROJ. NO. SNOT TAL SHEETS HIGHWAY DIVISION APPROVED ® Washington State ® Department of Transportation SR 405 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES-RELOCATIOtI U T2 PLOT DATE: 8 29 90 10 WASH DRAtiNN. G.O. CHECKED DNP JOB NUMBER SHEET Z oFZ"r SHEETS PROJ. ENGR. J.E. JOHNSON UR3 �bU.TANT3 Rose1 /a ter Engineering, Inc. MAIN AVE. S. & HOUSER WAY S. WATERLINE STRUCTURE NOTES DIST. ADM. R.Q. ANDERSON /30/90 REVISED QUATITIES TO PLAN CHANGES DNP CONTRACT NUMBER DATE REVISION BY APP D 6" W 6" W WATER LINE 12" S 12" S SAN SEWER LINE --- - 4" G 4" G GAS LINE BT BT BURIED TELEPHONE OP OP OVERHEAD POWER 18" ST 1-8" ST STORM SEWER � ... MANHOLE -1 LJ rl CATCH BASIN 0 SANITARY CLEANOUT FIRE HYDRANT WATER METER w L-1 C W 0 0 rw Q NW uiZ �z 0 F- J Z W tS o FILENAME: UT1 z w Li 0 b- O PLOT DATE: 8 29 90 DRAWN G.O. - > L LO I- I � a c - _j ui CHECKED DNP PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON REVISE' NOTES 1 ,2,4,5 8 6 0 0 REGION STATE FED. AID PROJ. NO. SNOT TOTALH 10 WASH JOB NUMBER DNP CONTRACT NUMBER APP'D WATER VALVE BOX GATE VALVE UNDER 12" GATE VALVE IN CHAMBER 12" BUTTERFLY VALVE IN CHAMBER 16" AND OVER TELEVISION J BOX TELEPHONE VAULT ELECTRICAL J BOX DITCH ASPHALT CONCRETE GUTTER UNDER DRAIN HIGHWAY DIVISION APPROVED GENERAL UTILITY NOTES: I, ALL PIPE AND FITTINGS FOR WATERLIN S SHALL CEMENT MORTAR —LINED DUCTILE IRON. ALL PIPE SHALL BE THICKNESS LASS 5 UNLESS OTHERWISE SHOWN. PIPE JOINTS MAY BE PUSH —ON OR MECHANICAL JOINT, 61"LESS OTHERWISE SHOWN. ALL - FITTING JOINTS SHALL BE MECHANICAL JOINTS, UNLESS OTHERWISE SHOWN. PE SLEEVES SHALL_ BE INSTALLED BETWEEN MECHANICAL. JOINT FITTINGS WHERE REQUIRED. ALL VALVES 12 INCHES IN DIAMETER OR LARGER SF•ALL BE INSTALLED IN A VAULT. MERE INDICATED ON THE PLANS, GATE VALVES SHILL BE SUITABLE FOR 250 PSI OPERATING PRESSURE AND SHALL BE METROSEAL 25C, AS MANUFACTURED BY U.S. PIPE, OR APPROVED EQUAL. 3. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) WITH A 6—INCH INLET AND A M.V.Q. OF 5 INCHES; TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7—INCH, 60 DEGREES-V, THREADS; O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263; 1-1/4 INCH PENTAGON OPERATING NUT OPFNED BY TURNING COUNTER— CLOCKWISE. 4. ALL WATER MAINS SIX INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE 2 LB/CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBEER COATING ON THE REAR OF "PIG" j ONLY, "PIGS" SHALL BE CYLINDER SHAPED- WITH EULLET NOSE OR SQUARE END, 5. SANITARY SEWER LINES, STORM SEWERS, AND BLOW —OFF DRAIN LINE WHERE INDICATED TO BE DUCTILE IRON SHALL BE DUCTILE IRON THICKNESS CLASS 50 UNLESS OTHERWISE SHOWN, JOINTS SHALL BE PUSH —ON TYPE, UNLESS OTHERWISE SHOWN. DUCTILE IRON PIPE SHALL BE CEMENT MORTAR —LINED, UNLESS OTHERWISE SHOWN. WHERE POLYETHYLENE —LINED DUCTILE IRON PIPE IS CALLED FOR, THE PIPE INTERIOR SHALL HAVE A NOMINAL 40—MIL THICK, HEAT —FUSED MECHANICAL BOND, POLYETHYLENE LINING, UNLESS OTHERWISE SHOWN, MANHOLES SHALL BE AS FOLLOWS: MANHOLES UNDER 4'-0" DEEP — DETAIL UT22 MANHOLES 4'-0" TO 7'-0" DEED' — DETAIL I �; UT22 MANHOLES OVER 7' " DEEP — DETAIL UT22 ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NY. , BOLI'�, E - 0 .) SWI _L BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING, SHACKLE ALL WATERLINE FENDS. FOR RUNS OF JOINT RESTRAINTS IN EXCESS OF 20' WITHOUT FITTINGS, RESTRAINED JOINT PIPE MAY BE USED, JOINTS MUST BE CAPABLE OF BEING DEFLE�rE`D AFTER ASSEMBLY, 7. ASPHALT AND CONCRETE STREET PAVING SHALL BE S'�WCUT TO A MINIMUM DEPTH OF TWO INCHES, OIL MAT STREETS MAY BE SPADE CUT. A_L SURFACE CONCRETE PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACfHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT, 8, A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL ? EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED-, TO CITY OF RENTON • POLICY, WITHIN TEN DAYS, WEATHER PERMITTING. 9, BLOCKING FOR CONVEX VERTICAL BENDS IN WATERLI)ES SHALL BE IN ACCORDANCE WITH WSDOT STD. PLAN B-22. TURNBUCKLES SHALL BE UFO, 10. CAUTION — EXTREME HAZARD — OVERHEAD ELECTRICA_ SERVICE LINES ARE GENERALLY NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES 3HCWN ON THE DRAWINGS ARE LOCATED BY PO I i4T—TO—PO I NT, POWER POLE—TO—POWE'l POLE CONNECT I O►N . _- THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZ,,RD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLGW FRCl;EDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIOJ. PRIOR T_, CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UT I L i TY CYINERS AND L:"ETERM I NE THE EXTENT ---OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. 11. IDENTIFICATION, LOCATION, MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PRi:)V I S I ONS OF CHAPTER 19. 122 , -,.•• AUG a., REVISED CODE OF WASH I NGTON , 62 • ,/�i1 �1�.�..�-� �oa� ��l.e�-s�,.rS ��.cl �- � �,2�J �v Lo � � • i337 ��2� W-1 o�� AM Washington State SR 405 UT I TUKWILA TO SUNSET ELVD 5 Y. Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET ' OF 27 U rS RoseWater Engineering, Inc. UTILITY LEGEND AND GENERAL NOTES SHEETS e s 0 W Z - W Z IY Q Z U a a J q W W I >- z 3 H- J 0 Z W J a- w U a_ od L-0 a W Z o Z Y Q � o I� 0!f ^ E F- Q.�al r\ Q a LLJ a Li C4 = - C 5 T- VtSR 10F rs't r r K ~ u r r Au N J11 :E J [ C� C� Z Z W w N .� - ¢aJ t� �iJ aJ W '� Q V) U = N Cp L�t�C!LU - _ r_ Q N C a. ti U V7 (- �" U W Lj D Q _j � IIX W m U w O w U LLJ JWLLI �) Q_ rrWU O O ,a O = —j On A UOU CIO � Z Q W < IL- 1=- LL F_ UO! J�F- WQ O w Li-vW RQi p p- wJJw The frst number of z o Uo tO = O N L_1 WQ U 'CODE DEslGNAT0M N Fn lQ O z Z Q O Z j Z reform to the sheet <US Q UUO " — Es 0 Z 0 Z Z L Z O � :� _O U"LLJ . _ ZCp(i W W U U U oz O O Z mJwnumber of the contract - W < ZQU0 up - a. � Q LLJ VQplens. The second rumber t.L - O c0 0O<V Z p oY0 (0Orefers to the construction F}=. —UUQU— Q n7 � OgU Q W Q W O LL Zfeature found on the U ' co co Q Q X Q �� _ . L. .��. U O Z Z particular sheet. p O ) W U ". QU tsW - �— . o R :.Z Qo 'Q X !V Oa - X m - a. m ® IX N X X) X 00 . w J n -1—W — Q0 o :aQ F-W— W— W— W w -N CL'LjCCD W W _ � Z O O O O z -7 w z z w Q W V) O © z U Z3 �> >>W> w F z`zz=" ® O w CL Z O vnw Q U ].U L. U n. U 0.0 N o QvV? 1� U .2!n � iU ZUU UQV) !s! Q U d' 1r- Q.�7 _ ———— ►CL j Q !Z o LLj Q Q -jj�J LLOQ <w X 2 x Qt Qc0 QO d N U t & O Un � W - IO Z RATION STATION U w U W ?= U Li J O Li _j Li _ L_ QQQQ LL L.. L. LL. Li Li_ Li LZ LL L: W O O F_ M U Un }- i- U W � U Q W U Q W U QLLJ U Q U QLLJ UDESIG- Q LLJ QV QV QU W QU W! ,I >n- REx"KS UT8-1 NOT USED UT8-2 NOT USED I UT8-3 NOT USA - I - UT8-4 NOT USED I - !NOT USED - UT8-6 NOT USED UTS-7 NOT USED I UT8-8 NOT USED UT8-9 '- -' 5 '- 57 249 54 59 5 50 T -1 !N17+10 24'LT-M17+50 24'LT 2 1 40 40 5 4.9 3.6 1 21 CQNSTRUCT C Q IN E0T. 1 W STORM RAIN UT8-11 NOT USED I UT8-12 NOT USED UT8-13 NOT USED UT8-14 INOT USED UT -15 INOT USED UT8-16 NOT USED UT8-17 NOT USED UT8-18 NOT USED UT8-19 IINOT USED UT9-1 ' 17+,r,.0-56 T-FR25+5024 -30 T 1 189 830 178 7601 24 151 11 56 1 1634 UT9-2 M17+50 24'LT-M19+5417.5'R I 1 1 1207 207 77 1 1 14.7 10.9 1148 1500 1 1 CONSTRUCT r.1H IN EXIST. 12" STUM DRAIN UT9-3 19+5417.5 RT-FR21+5019 R 1 194 194 93 1195 24741 UT9-4 21+46 27'RT-FR21+5019'RT 1 8 8 2 7 11321 UT9-5 21+65 43 RT-FR21+5019 RT 1 18 1 18 ' 9 22 2931 UT9-6 i-R21+50,19 RT-FR22+26,23'RT 74 1 74 1 57 I 100 il250 1 j UT9-7 22+2623'RT-FR22+8913'RT 1 63 63 48 1 88 1081 UT9-8 - ! 77 77 56 1001260 1 j UT9-9 - i 62 62 61 99 1227 1 UT9-10 - ? 1 94 1 94 1 116 172 !2167 UT9-11 25+12 23 RT-FR25+2210'RT 1 17 1 17 10 1 19 4301 1 UT9-12 FR25+22 10'RT 1 9 9 69 1 UT9-13 NOT USED UT9-14 NOT USED UT9-15 NOT USED UT9-1 fi INOT USED UT9-17 INOT USED I UT9-18 !NOT USED UT9-19 NOT USED I UT10-1 FE255+50,11-30"LIA16+60.65"RI 116 510 1110. 457 16 17 34 381 UT10-2 + 10'RT-FR26+8813'RT 164 164 179 2613336 1 UT10-3 26+8613'RT-FR27+6514'RT 79 79 102 142 11805 1 UT10-4 6 '- 6 ' I 1 7 7 19 23 290 UTi 0-5 - 131 131 I 187 255 ,3223 1 UT10-6 28+9514'RT-N17+5810'RT 787 I 279 279 .05 .05 2501 851 1451 1 UT10-7 1 i ' -N17+ 7 fi ' T 1 1 79 79 21 60 - 31 377 INSTALLATION CF CASING PIPE INCLUDES JACKING PIT UT10-8 17+ 7 5 ' T-OUTFA 1 80 80 30 65 585 1 UT10-9 = 10+53115'RT-N13+15 50'RT I I 50 ' 3�0', 300' 274 I 60' 1850' 1 I 1 INSTALLATION CF CASING PIPE INCLUDES JACKING PIT ��•� ` UT10-10 - 0 243' 16�4' 164` 136 356'395�1 UT10-11 R17+73 17 LT 1 I 1 - INSTALLATION OF CATCH BASIN INCLUDES CONECTICN TO EX. STCR � DRAIN UT10-12iR18+02 1'LT 1 1 UT10-13.. '' + 4'R - +? 47'RT i 1 I 40 40 7 12 1-14�R19+2fi 1'LT I 1 UT10-151R19+26 14'LT I 1 UT10-1019+2fi 14'RT 1 UT10-17 NOT USED UT10-18 NOT USED UT10-19 NOT USED 1337 t SHEET TOTALS 1 2 1589 342 1276 40 68 2 3 7 1 1713 72 18 247 194 744 438 1381 464 464 274 136 60 19.6 14.5 .05 .05 250 03613770 95 2 1 4 3 1 1 1 3 1 110651I' I I — 40- --------- 0 1111-4411111M It FILENAME: UT3 REGION STATE FED. AID PROJ. NO. SHEET TOTAL � , , nn I `S O HIGHWAY DIVISION "•`� APPROVED • ' Washington State t - = { � Department t Transportation _ SR $0� TUKWILA TO SUNSET ELVD CEDAR RIVER PIPELINES -RELOCATION U T3 PLOT DATE: 8 29 90 10 - MASH DRAWN G.O. & S.L.G. t CHECKED DNP JOB NUMBER SHEET 3 oEZ� SHEETS PROD. ENGR. J.E. JOHNSON TAMS Rosel/ater Engineering, Inc. j'� ,j STORM DRAIN AND BLOW —OFF DRAIN STRUCTURE NOTES DIST. ADM. R.Q. ANDERSON /30/90 REVISED MANHOLES, ADD OIL SERPARATOR DNP CONTRACT NUMBER DATE REVISION BY;APP'D 1 r/ I.23N*- Y Y.I V I. SEE PROFILE , CAP` ISM E THIS SHEET 4 i C —r y N TON r �-.r `J REINFORCED CONCRETE tb- j SLAB. SEE DETAIL }�`'� }'N/ 7 ._ DETAIL Q (� / 37, -1 -/� FOR WATERLINE UT21 '/ \{ r'� �. sr\ 4,, _- — — — _ — — CONNECTION SEE 00 DETAIL -00 r = STA 6+40 INSTALL -' �" `� INSULATING J 6 — — -- �-� -� \ }� CATHODIC PROTECTION 2 CP3 CP3 FLANGE ABANDONED 6' W �+ \ TEST STATION. CP3 fix; ;;) / CAP EX. LINE REMOVE AS REQ a 9 —EX. CONIC TUNNEL — j 00 r (0 RR`� / HOUSER 711 �F 00 SF F Sy FFT � rs 60 80 SCALE IN FEET Ex. RR SIGNAL CONTROL I - _ NOTES: 1. SEE SHEET U T1 FOR LEGEND AND �.. - �. _ .� / GENERAL NOTES �2. ALL WATER LINE JOINTS SHALL BE N ` l f 5 2 R " `a WAY S. - \ t }� � f� �-BONDED. 3. ALL WATERLINE BENDS SHALL BE / SHACKLED. YWCA s . » �.� 4WHERE NEW W \ BUILDING 12 SANITARY SEWER 1 l - I F0 PROFILE SEE p ` A CROSSES UNDER WATERLINES, THE PIPE SHEET 15 Y - � \ �� -c x �/ . \, SEGMENTS SHALL BE AT LEAST 18 FEET BUILDING \ - --E�, •. `� LONG AND SHALL BE CENTERED AT IN, CROSSING TO MAXIMIZE JOINT SEPARATION. 5. WATERLINE SHALL BE D.I. CLASS 56 BUILDING v j /! r` WHERE COVER IS LESS THAN 4 FEET. 1025T 0 m Q � i O w F i UU` v)Z• Z�-J 55 o�w� _'Uj�.-- QZ ,� 3 F- 00 t~n V)V) t~ Q� Lj T— - OyQw?Q •, F= � s � � cr > o � cn cn a V I Q 0 c+� c0 V) + 0 is X XX' X (n Q I--•g5w—w F--toXH ix W W W W w w W w w 17. 0' 17.0 , 0, cn cn Q M = cn cn ? 0- cn cn 40 _ w Ln z . o 0 0 35 + Q 01 I I 10 7 SLOPE % � (� ( � � 1 s 30 w EW 24" .I. WATERLP ( ( N > REINFORCED cN� z J w I CONCRE �` ��CL uj v I I a Q SLAB. SEE Q 3 Q ~. v Z ( I c~n DETAIL 11 c~n wQ O Q — - °0 _ U T21 � �-- J 5 00 Z Z+ 6 00 w � c w t 1 7 100 rz r 0 0 tnOPJ s Ao 0Z co �p ,n s — — �- _ EX. GROUND LI E w 4 Q z 0 40 EM0W--E-X: l » 40 o N I I----� I I I 35 » — — 35 Q i U---� c cV �--� �S S=�Q +�LLJ _ ��'� S NITARY S ' WER PROFILE ��`JW 41 W 0 0 �' to to o rnM fn Jw O Q w WX+_ Z I =to V) � o � ZW STA 9+ = 4232 RT i S1, A 10+iN,,�O'LT °Q �' Z J Q 30 " — — U M '�' 30 0 a. a I FILENAME: UT7 KENO. STATE FED. AID PROJ. NO. SNOT SHEETS HIGHWAY DMSION � a w � PLOT DATE: 8 24 90 Z z o DRAM G.O. & S.L.G. - 10 WASH Y � M � I � a 3 � CHECKED DNP JOB NUMBER 0 o u " J to V U tV to = PROD. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/901 EXTENDED 8"W, ADDED REINFORCED CONC. SLAB. DNP APPD CONTRACT NUMBER APPROVED e NEW 24» D.I.-J WA R! INE 8+00 0 W 1_ I EX. 7KOUND TINE I I I I �Im z m r N N J +Q- Z 000 '0+0' QI �i cn all -El Washington State r Department of Transportation IRoseWa fer Engineering, Inc. bL,< r-N Ld <w In : _ -J 0 uj ui + 0 Q�U_J ( ! I 140 4, 0 35 0 ~ cn w cn Q ( I cn 0)M� � z N Z U o 04 � 0,30 - N M U (DJ _! LwJ— w N X W 3 X� Uzi-QF-`' - m.� c0 w -� t0. W W Uj W r- Q W E— coo ND Z� I XUO o w ww ;w Z W �Ld V + > Cn 04 V) z N J Ld J Q Z 0 0:: M F- 0 N Q = z + — V) rn mV =01 � +Q V) o Od kAAUG�§• < Al' , � 1'.0 V) ..., wit E41611c 1 � VE SR 406 Ti UKWILA TO SUNSET BLVD U T% CEDAR RIVER PIPELINES -RELOCATION SHEET 24" WATERLINE PLAN & PROFILE ? °F27 STA 5+00 TO STA 9+95 SHEETS 0 0 Q V) 0 F- 0 Q z �- 0 I-_ Q L►J J U 0 w Cc, I� L� �z z 0 0- o _ o cc ?of rn o Q w -d- r- r o w Of w V) d = J V) U U CV V) FOR NATERLINE C CONNECTION SEE DETAIL uT19 C2 T.23N. R,5E, W.M. I _f Y .fir R J X �1 20 0 20 40 60 80 x SCALE IN FEET • - -, Li I r i C I ' LJ X Ex. 6' C L 0 N E FEN E MAI N A VE N Ut �- _x_x_x z Z---// / W railx aj = 0 WALK SlC-N AL — _ _._ = _ — — — _ — — ��P'— — ----L r _ _ _ _ = =LLJ `�—� ?='� �' �+o`' — _._ ' — - �- _ ---` — — _ , _ — ——Ex.14"W 1 - - :-*--Ex. 8'W-- Ex,B"W — W Ld 1 CONNECT TO EX. 8 W cn ` ---_ —(3 `� — — — + �— — — — — —— — i 5 6 _ Lo Ex.15"ST i o c0 a Q A;36" WV' - W AN. — Fg }—�-- T-liF x LIS PROVIDE INSULATING FLANGE ._. Z I ►- I SEE DETAIL I NEW 24 D.I. REMOVE EX. CATCH BASIN AND CAP EX.to UT19 ABANDONED 6 W WATERLINE I LINE X I REMOVE AS REQ'D. EX. INLET. PROVIDE NEW 8" CONN. L, I I CONSTRUCT NEW FROM NEW CATCH BASIN REMOVE EX. FIRE HYDRANT AND I MANHOLE IN EX. 12„ ST TO STORM DRAIN. SEE PROFILE I _ - f INSTALL NEW FIRE 4 I ( BELOW HYDRANT I 1 � I m Lo T € MW M im W I I W I W I IW w 40 z 35 N z c� 30 1 I w d' + O Q W h U) �� N� to W f w^ 0 a004 Q W J.I Z Q 0 Q F- p W W z N oa Q p Z A >W N (D�CD F N � m � �- x © � < � a InJUF- J H Z_ X 0Ld Q W 0 LLJ (0) V) W m z to Z V) r' Z Q — .- F_ + E 0 I I I I I I 1+00 FILENAME: UT6 _ PLOT DATE: 8 24 90 \ DRAWN G.O. CHECKED DNP PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/90 REVISED CONNECTION AT MAIN & 4TH 9 A NEW 24„ D.I WATERLINE I 1 I 2+00 I REGION STATE FED. AID SHEET NO. SNO. SHEETS 10 WASH JOB NUMBER DNP CONTRACT NUMBER jA_PW_Dj EX. GROUND LINE SLOPE 025% MIN. (TYP.) 3+00 I I HIGHWAY DMSION APPROVED z LLJ U Q W LZ C� V r ^ W L7 V) I- C4 < m 0 =m i m W W W W X W Z LLJ ,. cn W W Lo Ld z J _- 1 4+00 I I I x+ Washington State Departmnt of Transportation URS CMULTAM RoseWa ter Engineering, Inc. •r'��1AUG�'� 35 30 ,$ Z 13? %�0�� '�«�.r'. ►L )I 5+00 79- NOTE: 1. SEE SHEET U T1 FOR LEGEND AND GENERAL NOTES. 2. ALL WATERLINE JOINTS SHALL BE BONDED. OEM 0 !Z_^ V / 0 0 +a +� V) u') V . GROUN� LINE 23L j- 8„ CSSP q_n Fn9n IL J I r �j 35 -H-,4- N O _- 130 o- W N N W z STORM D . 'Al N PROFILE STA 3+%15'L01 TOf -Ids 17 (r7AV SIR 405 UT6TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES -RELOCATION SHEET 24" WATERLINE PLAN & PROFILE OFS1 STA 0+46 TO STA 5+00 1, - SHEETS t - lc�co j r 0 �` r' i' '............................ ............................... - w .�� .� r 1- ....... -- --_. 1 T-- 2$ #Sl 8CONNECT TO :..,.:., --: �----s'T— — ` G' .. 26 .---5 Tc SEA ETAI L® / � UT20 . --. _ #S17 v - W- s -- y 25 #S16 32 `\ S T ` ................. . .......................... (N .......... ............. ...... S `- CONNECT TO EXIST. MH \s� Y R LINE' __ I N E \ , f: 04 CO AN r •• r vl X • \ - _ ► TO • 15+ R15+85 (�--��TFALL S 1�TURE� TCI BEGIN PSF&L CONDUIT T �+ �• / �, ,� t AWN S-TR OF #Sj 3 - - - R EN 8 --- u1 178 #16 F CO 1T--0 ' CTU R E o ` � S N ._-- 0 �N �.._ FOR WALL cn _ _ _ — — -�� . fl S TEMPORAR C DRAIN DETAILS 0 r _ _ _ — DOWNSTR TO EX. 6" W [-�i SEE SHEET UT26 INSTALL 2" IRRIGATION — ERVICE. SEE DETAIL UT23 to Z Z Q 0 V) F 0 FO o 0 + W Ir Ir �7-Z D J < I FILENAME: UT10 v) 0 a " u- PLOT DATE: 8 24 90 z cr a 0 DRAWN G.O. Y J I MLID -It a rn Q - w CHECKED DNP Ir w N F = PROD. ENGR. J.E. JOHNSON 9/4/90 ADDED CALLOUTS _l to 0 0 D V) DIST. ADM. R.Q. ANDERSON 8/30/90 REVISED 12" W � r I O� � �`.•,eri/r �r�� N NTRO SEDIMENT TRAP Ar THIS CONTRACT /�N Nr/`'`� rim" rr'�'riis ��r� sr •� • - •.� , �, 22 NI —ENDS TIMBER BAFFLE HILL HOLDER 31 _ IN ACCORDANCE W/ �s I DET IL �, 8 IS�" ST I ® \ a i 6" W 33 �5 GI_ i UT24 ? o0 4 #S ly f 29 G VMERE FINISH SLOPE EXCEEDS 207 #S12 #ST21 ST23 #ST r G \ 22YY BENDS 34 11 #ST22 ; ' ST 9 'BEND " / CONNECT TC EX. 6 W \+ R SEE DETAIL 1 �x \ r 12-- 6 17+92 1 JT27 ' \ , ENR PSP&L CONDUIT UT20 CAP j 6 NECT TO EX. 6"W -*",D ETAIL / / - f�HAUc'. 30 0 30 60 90 120 UT20 / / J •tiG . 16 SCALE IN FEET R19+3 / 14 INCITE: SEE SHEET U T1 \ 21332 0 �a FOR GENERAL NOTES -.G.,T•..•• EMD TC1 NDIJIT UT2 \ AtE° Gl�" wl AP // 15 AND LEGEND w --7AV REGIONNSTATE FED. AID PROJ. NO. NU SoET .E S HIGHWAY DMSION 10 WASH Aft Washington State SR 405 UT1 0 ACI-405-3(780) TUKWILA TO SUNSET BLVD JOB NUMBER • Department of Transportation CEDAR RIVER PIPELINES_ RELOCATION SHEET TRW 90W069 DNP CONTRACT NUMBER U R S U Tf LI TY PLAN � � b °F�i APP'D APPROVED CONSULTANTS RoseWater Engineering, Inc (STA FR25+50 TO STA N9+67) SHEETS 0 (V z o F_ V) 0 0 J W 0 U) U7 t\ LLJ Ir_ z W I oa H v c� a tL z� Qo Y � J M Q. U') 0 J LLJ W OC W N F- 2 J (n U U D to T3 N5N. ,• ..... " lop`j"r '� JF = `'= _ ! ►i , t` ATE: SANITARY SEWER AND; STOR D AIN -IN 111 MILL AVE. MUST REMAIN IN SERVICE'1+1TIL FLINES fiN"I -FRONTAGE, ROAD" -ARE COMPLETE AND OPERABLE. /• "R A?£ j - - yp' "`..: ,.•:f - - _r""_s' / . i °i"�'F t`—x — _..._ X 4 f` i 7,iv �,%Z_ hl r it TEMPORARY 8" PVC CONNECTION TO f` EXISTING. 8 _S O.."'BE-CONSTRUCTED k : BEFORE CRPL WORK BEGINS AND TO r ; BE V_ED-UPON-00VPL=N off Cfltill s 11TY, NEW $SEWE " R -JIB :.FROi�tTAGE-RGA�. f� 7 }j{(jf(1)J r ., •w 21Vtl NrI M UM COVER' / .-''r � /,. �, � - � � i `i �j! !-. -- _ ',_ :. � . 1 ....:a-- ♦ i- - _ � '• s:..a .� - Zr ,e f3 J f f a---.-+r»-w-------.Y. S$ I N,TER �.+EPT f` jfl r+t ,: - _. / - ✓ ! !' r I._-..•.r"'- _ . i # __.i.._.._- f - = EXISTING 6 S r t ' O ST 1 V /``' ' `#S10 ~ -' DR`�WALIIf DRA DETAILS--�—, �� V-SEE SHEET UT26#Li 26 . .. _ J f ...r „�...w....- ;.e,:..-•----- f { ..�x.w�-^'�r_wr.�..ca....a+rn ��"..�s f� - .y �, :�l r.� .+^''".,�: ,a:. ,.A... n,•.+..-'^w"... j f F j t_' { lff itl �' j .:i, f,. + S CN #ST13 22 '� �/ � 7 2 f/ ( n � /�/" ' 1. 'W.-W''"r"`µ #SI v \ .s^^' ��..:�.-� ..�,-�-:. —� .-��",�-�.'. � , lj ,/ 12 35 _.. // 1 �/ d �t / ./"" r f "pp„."''...•a'< x;: 4< 6 ' 'sc'"vs>,. •�,+.. :�� z r� s 1 3.< fx��.. ;�. a, .. ';' W ,%:•o- , „/,),,, ,,,•,,. %' "y . {- w.s»-". ` g,-"-.w.,.:...:Yi ;4•` +:x's" Li f ��:#ST18 fil 11.. \ z 32 S WALL 2 .� % .,.. �, 1 - ,, �1 29 r �`s 4,�� '� T 4 ST1 ; � !' ate' �. �„ h � 1.•- � •�.. ;. " � � r t ` a :_ , / / / ' _ .,�"'' h. •r,� .MALL 2B "INSTALL 450 & 22 .1 /2 6 �._�--,� BENDS AND MA F S 5� .�-' BEKE CONNE .TiO� $ 3 %,.::: 2'f _- _. u� TO EXISTING `6" VIA; SEE DETAIL: �'- 11Y4' BEND - / #ST11 / p�.' ,� . '� ,/ / UT20�,,, ti:`a y� INSTALL 450 BEND + r AND t MAKE CONNECTION ,� \z REMOVE S AS \REQ D " 24 i; #511� ,.' % TO EX' 6 W er ,_ -30 � � - N G r >.. 20 .r,` ' 1. PLUG EXISTI 3. �- ... , . l � 4.. `� \ � � � " �`�- :;�-'y �'-'" �, SEE. DETAIL G f �,�`. MANHOLE: -z #ST8 .-- 5 i -� # \ r ; .ST12 r `� U T20, 1 e' # 33` 34,Ile _- TEMPORARY, 6 WATERLINE f - ':4r �� T10 0 CONNECT TO �J REMOVE AFTER PERMANENT, '< -EXISTING MANHOLE j � = 6" WATERLINE IS INSTALLED Sfi \ SEE DETAIL. 2 ^' `. .. It 6 2 S5 `' a 25 X ,1t !✓J f E� ,SEE DETAIL 1 A REMOVEXISTING 6" W FOR CRP UT21 CONSTRUCTION. REPLACE AFTER' CONS UCT10N SEE DETAIL INSTALL 11 1 /4 \1 �6 ZBEND r " AND MAKE U T21, G f 6 X 4 REDUCER, A �, CONNECTION, -TO, BI EX1 STI N G 4 W SEE DETAIL CONNECT TQ ABANDON EXISTING 6" S IN PLACE. UT20 /, EXISTING MANHOLE OLE REMOVE AS REQUIRED FOR CRPL CONSTRUCTION. RELAY SIDE SEWERS -- /` jJ AS REQUIRED. sue' NOTE: SEE SHEET UT1 FOR G/0 LEGEND AND GENERAL NOTES �'`�•...r. 30 0 30 60 90 120 SCALE IN FEET REGION STATE FED. AID PROJ. NO. sH�ET TOTAL LJ11-WWAY DMSiON FILENAME: UT9 NO. N . SHEETS SR 405 PLOT DATE: 8 24 90 DRAWN G.O. - CHECKED DNP PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/90 ADDED HYDRANT AND CONN. TO 6"W 10 WASH JOB NUMBER DNP CONTRACT NUMBER APP'D Washington State UT9 TUICWILA TO SUNSET BLVD { Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET UTILITY PLAN aj 0F27 APPROVED U C-ONR S RoseWater Engineering, Inc. (STA M 17+ 50 TO STA FR 25+ 50 SHEETS ■ e w4.� \T. 23N jr--� fr--Jj J\j "'N y 30 0 30 60 90 120 now SCALE IN FEET N 0 - - ! 7 #S 4MAIIN AVE. --w.-g -� pi t 'y'` . OS 24 RETAINING WALL SEE SHEET U T18 x--- 77 X _ - w#S3 X— X _X_ ,� __ROCK WALL _'�— — -- SEE SHEET UT18 i - j 00 „ 36 CASING f wr 1.1---...,_` `."' ---- ;---•_•_ _ r - i LN LINE _ WALL 2A FOR WALL DRAIN DETAILS SEE SHEET UT26 ST7 Ld ' #S2 SEE SHEET UT17 WALL 213 Ud` V) ui r-----'0 6 T-- ---Q T .-- T --� ' -�— -- L - o --' -�-- T ----5 T T y. - 5 -15 ST un / ---5 T T + -� CNIV[L-I — -._X 1 co—X , ttwss t LJ ' , "1 '}� i .yYs%_ s;� ,,.a y.. M _.: urac::w,t• -�^-- � f.! t �y7y r UJI - 1 �-- 20 21 + 10" S x .. A � V X_ -)<.g # ' X i s y �`GrsTE ,�0 a At E I - RE O. STATE FED. AID PROJ. NO. SNOT SHEETS /90 o WASH t S. L. G. _ JOB NUMBER 1.E. JOHNSON CONTRACT NUMBER .Q. ANDERSON APP'D e HIGHWAY DIVISION APPROVED w-io�7 S Washington State SR 405 UT8. TUKWILA TO SUNSET BLVD Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET UTILITY PLAN OF 21 URS RoseWafer Engineering, Inc. (STA M10+00 TO STA M17+50) SHEETS Z O F- Q U 0 w W �- w Z J o a L; EL- a- () Ce zo z > Q Y rz Ofto O O Of F- 0) 1- < � i\ p O W Of w cn F- _ J (n U U to to 1 � 1 } E NOTE* - DRAIN STA. 10+25 STORM STA: M M-1--+1--3-DE ETED { N ! ! I ► _ 1 I I I ! - I t I { _ i i f LLJ i I I f f {{ set ( � ; � • � ! � � � C f � ! I ! I I ! { � .►f I9 1 t j Q V t� E H= I Q �'/% I t Z' i f I I I E� � �o �/ J r- (� LLJ € J m J i N r- S 6 ui H W i ! O p t/) I { Z i € I I � i a W W P Cn ` Q s m N �'-� i !• Q Q P i • 2 f ! i • { E rLLJ 1 30 t r_ W Y' U J - I J V W + Qo c/ V CV 3° o I 3 m I ) Y J ; �" ¢ V I II N I fl (/) N + N' ' Q I r- O I j i� V al ! F i I cr ! != ,V Z F— Z O <C w I I cn r X `c Z W ?� O ao C° ~ V � -�- N ao � �- ' E ± N I O = 0O Q W N Li W E Qj co o N Z ! u7 W f I i co J I 3 ( vi N Q O I 120 P ! cn U m ! t/) i Q 1— X O W z X W = ��yJ � Q) LICt15W W + C) rn .- Q c� X z s _ i ¢ : € ao �, X N Z ¢ li..� CV i Z 3 N _ � � + � .li.t I cV W t < —N 0 s M M0 += N I W W Q cn °� Q N c%i FINISH ;GRADE I I I W (n I ul W Q E- as `�"; Q x Lo(D ` N X x c0 Z X X x E W W W EXISTING GROUND t I w w <x cn Q It .110 1101 --- p I! X. 12 ST RCSSP - 5-0.005 51 LF _ 15 RCSSP --i j 98 LF 5 R CSSP S=O•fl30 I 194 LF-18 , i i I. 100 100. I co _ UT8-1D 00 S=0_D05 00 °O EE 58 15"RCSSP c,4 I ; o RCSSP S_=0_.01 I p ! E 74 LF-21" RCSSP 63LF=��" RCSSP I S=0.011 ! _ I i 77 LF-21" RCSSP - P I i l o d- l o 0 i S= 0.0 05 0o 0 i UT9 2 �n d- - UT9 3 o r� N N S= 0.O1 l o r7 �n _ S_ 0.020 i„ 62-21 F ! 94 b i LF-21 RCSSP I i w - oo W - T j �� f r- �� I d' .- o I ►ri N cV I O O o cV o c I o I ! 0 RCSSP j ( o S=0.02 0 S= 0.020 { 190 90 , N w i w I w o s ,t !t w=_ .- �- It tfT9 6- UT9 7 tr -- w UT9 8 i UT9' 9 ; UT9 12 x W — L { - w .: °.-° _ oo �., .- N w - i Lu ► - i rn UT9 10 f i I i 17+00 t 18+00_ X to W T_ 19+00 P I 20+00 21+00 22+00 23+00 Li J { O � W N I ? rn Z .-- u, _ ,. ,STORM DRAIN PROFILES EX. CEDAR RIVER W W �o =o � 0 6D so 20 - TA--M-6-+3�--9T0_ST_FR2---2-2--1-0-RT ! � � I f !_ PIPELINES (CRPL) 4—BE REMOVED —ASTER RELOCATED LINES ARE IN OPERATION I "� `�' � 1,3 ` CALE IN FEr`T I 24+00 25-r00 FILENAME: UT11 REGION STATE FED. AID PROJ. NO. SNOT SHEETS � HIGHWAY DIVISION PLOT DATE: 8 29 90 - 10 WASH } Washington State SR 405 UT1 1 DRAWN G.O. & S.L.G. _ 7/ff, Department of Transportation CEDAR TUKWILA RIVER TO SUNSET BLVD PIPELINES -RELOCATION J08 NUMBER CHECKED DNP APPROVED SHEET OF PROD. ENGR. J.E. JOHNSON URS CONK&TANTS RoseWafer Engineering, Inc. STORM DRAIN PROFILES DIST. ADM. R.Q. ANDERSON 8/30/901 REVISED MANHOLES TO NEW CITY STD. DNP CONTRACT NUMBER APP'D SHEETS z O Q U O J W w �ty- w z I o a- u FL C_� uOf z0 z > Q Y I x of Q n � W r o c w I Q' W fN F- = J to U U (n Cn c~n w O b W rz w � uJ � 0 W • M LJ: 'Zp m U �O O +o( r- I.� � � x XX X x €_ �O i� ! + O i cj�Q LL. Q M '�0 i W W +O U) N = - c�� + r� -w--� o I i 00 �Ny = H En � ; i Ny I 110 100 fil 90 164 LF-21" RCSSP i 5=0.025 _f tf-=2�'�- RCSS ��.. =0.023 ._ 131 �_- LF-21" a o UT9/12 S RCSSP I UT10/2 i 80 � ca rn = UT10/3 1 � t - 1 -UT 10/ — N X 100 i vOi I 70 1 -0--. _ vo ono r w 60 50 J0 jO 6d go 110 ° • 5CALE IN FEET tjE 40 t ; F— ! a. • W � Z � 0 N H tl').. ¢ U p W + + O + �... + O N N = Li w 120 # 120 Q . ��~ (�/) tl) I FINISH GRADE LO FINISH GRADE 110 110 8 LF- 8" CSSP I " 18 L — S=0.050 EX. 1 2 ST 12" RCSSP S=0.267 100 100 I O r` r� cV i U r` N o ! UT9/5 Ui'9/4 0 0 o 0 - r: LO lo r N o o II it II 8 t o 0 0 4. o o i 104 1-4 I1 10 IM �— ° STORM DRAIN PROFILE: , I STORM DRAIN PROFILE STA FR�il-+461 27'` +bbp <5�'R j___T'9 STA FR2150, 91T R!STA FR2150, j19 RT I ! I I I I i FILENAME: UT12 RENO. STATE FED. AID PROJ. NO. SNOT SHEETS PLOT DATE: 8 28 90 DRAWN G.O. & S.L.G. 10 WASH CHECKED DNP JOB NUMBER PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/901 EVISED klANHOLES TO NEW CITY STD. ADDED OIL SEPARATOR DNP CONTRACT NUMBER APP'D 1 PROVIDE—R STRAfNE J v I N I S AN BED e PIPE AND BACKFILL TRENCk WITH *ROADWAY NATIVE MATERIAL FROM EXCAVATION QUA>` MH#ST23 TO MHST24 INCLUDES ROADW, CAVAT{E N—f`OR- f I AND SEWER LINE! ROADWAY EXCAVATION* I FINISH GRADE INCLUDING HAUL=787 C.Y.' BY OTHERS FINISH GRADE J I €I U EX. GROUND LINE w i Nv uiut ! o FINISH GRADE E EV. 95.0 w z o € _ w CN La co U C� z o.. Z \ z*m �r ' �w� I i I I (n z c� c� m,cam' L0 rr cn r ' C 135' I I E e � t I N ?j9 i 60 LF-36" t NF , ! S :CABIN(' PIP_ Sip >>� , UT10/6 8 p I 79 LF 80_ 20" DISSP` S= 20"DISSP E 5=0.034 F Q•034 E f Z � UT10/7 UT10 8 j / o :]U' R a c., WuJ t I ! M I �i �f N € i +a +o L0 tc) 04 N i U- w i V)� � I FINISH ,GRADE 110 EXISTING-�GROU- ND - E 100 I i 9 � 17 LF- 8" CSSP K, a, o S=0.050; I UT9/11 0o rn rn rn rnl II it II W W Li i to a .-- N STORM DRAIN PROFILE i __2_�l _STA l' -23 STA, FR25+22, 10 RT HIGHWAY DIVISION APPROVED tNrl N �- w � � I LLJ Q w H �...Z_co _ � •, �'� � N � M 0 0 N... N L N E I W CL 110 I N r FINISH GRADE I 100 F 87 CSSP 90 � (I jS-0.050 urn o a / rn rn rni I � ww� I j iSTORM DRAIN PROFILE � ?F`I��7+ �19 STAI FR27'+651 14' RT A=h Washington State 7/ff-, Department of Transportation S. RoseWafer Engineering, Inc. Q i M CL N U + FINISH CO GRADE Q CL g a € 110 f EXIST i GROUND UNE . 100 1 i UT10/13 90 I 06 0 uj 80 110 100 NJ W IJ 70 60 f 50 E U T18 30 - ° 8" CSSP S=0.10Q e NAUGj':�' - -� 0* II 213 3 L it cis W �` 16 I � 4 STORMS DRAIN PROFILE .9-1 222 47' R I U S TA FR, 2 8 + 9 51 14'. R T i1,e A %I YV - I ul 'L�/_AVZ; SR 405 UT1TUKWILA TO SUNSET BLVD 2 CEDAR RIVER PIPELINES -RELOCATION SHEET STORM DRAIN PROFILES I(�OF2� SHEETS 20 wa 11IVI Fills' Ili 11 1 _ p fry-11 I _ z O Q U O J W W 1n _J 1.� 0 � Z Z Ca_ I w O � C:� U d LL_ c)C:f w0 z � V) Y � M � I Q ~ W Q r\ p Z w ofwtn<= (n U U cn cn •o o z o O i- � FN-- ±- p .-- � N Q U W Ld Q I O J W _w mow' z -� v� w N•W UJI _ w 140 ¢ i _- � FINISH GRAD f- c¢~n� w 140 w O II o J npw0 = _ •_UJ �p- wn w w- �- ¢ wo rri w Q rn LO� w m' I E— + cn I rn mot- -�- -�- Y + z W d• I1 w d- �' • cn z f EX. GROUND 120 000 w °` rn CL v cat o twn w 3z �- UN7 - 13 = w w _ v> cn w 120 �V c,,�w !� a sn11 ��.© q¢¢ EX:{GROUND LINE m c� c� w� _z= w { �y� ( j(j / /�f + z = -r `n oo - N z ? r- (n � FINISH GROUND w w w cn o = : T p z ¢ to yC ,� f LINE H ( U Q ~' U' W / ' %Q N 120 0 3o sa 9 3 20 110 110 120 .�- s in Hsu;g 2 4 CL — f :2LO < vj�p j, �10 SCALE IN FE T —_: --—-------- cn t:w o LO �- € II 1�� cn i110 1 100 ,151 LF-8„DISP „ 1100 110 € 1�-L -8---DISP S=0�01- / W UT9 ` 20 UT9 21FUT9/221z - 40 LF _ - _ c•, c� - ,�; - r c•, 100 C° - _ 100 ISP I ` - c° � - o 4 - _ tITg- 23 _ _ z { aLI+ �� ... W I to S. `4TH STREET w Ncn ca • ; I , -SANJAR_Y_SElNFR-,-PR_0EiLEi cc �� N W_ ; W SA T'A SEWER RUFILL w li J W 0- w 1 -- z w w w i a. ro w PROVIDE RESTRAINED JOINTS AND r. V) N n M BED PIPE AND BACKFILL TRENCH WITH . O �1 FZ NATIVE MATERIAL FROM r- �• cn cn � Ul H#S-1-3tr 1 w cr Q r _ p x O w_y O Y, V 0 Q w O Q N CO W - -Li CD L. W= w cr;w= W W J twn + cv oz 3 + f—Q p ` J X0 4 W ` cV E-- t V Q N N ULLJ w = ¢ C� Z Q + J w 3 0 M � W oo f 3 3 w a ;FINISH GRADE N zQ 3 Q i co w M-o_ t • E x x ¢ Z Q co cc m m F— ~ x w F— = w¢ ix a0 W �cnwwi Nuz (n� Xx u,zzw® EX. GROUNDLINE Q °D `SOD ¢�� 110 110 x x x f ? 100 . € -� — — — I100 _._...._......_.....)i , i 1 — —_- 125 � -8" DISP � S=0.010 88 LF-8" DISP S=0.010 ; ; 16 -- - 0 LF .8 DISP tz N 159 LF-8 DISP S=0.01 ° UT9 26 0 168 L-8» D w 90 { UT9 22 UT 9 27 UT9 ..28` ISP : S=(O' € ( 9 1 90 w °' EXISTS CEDAR kIVER PIRELINES �• TT n m ROADWAY EXCAVATION `' (CRPL} TO BE ;REMOVED AFTER "' '� M o INCLUDING AUL* RELOCATED LINES ARE IN FRONTAGE ROAD SANITARY 00 wJUT1021 f V rn OPERATION C� D D w w . EWE.R.OII � 473— ��' � 180 -co uj MUM o ¢ EX. GROUND w "� w , 'qS �80 j' cry w w LINE -� o wuy 1 00 v� �' cat 0 Q Z II € N j w � Z• (n Q Q C o t� d' F- -1 w + NOTE: FROM MH #S1 TO MH #S20 DUCTILE w Q w -� 80 W FINISH GRADE I 3 w r� �z r� T1,0 2 �= `t Z J RON--PIPE--SHALL--8 ENE -LINE + 3 N Lu w. J - o W w =, W Li 10 ¢ p oO o0=W � �= m M gJO g J 00 = o �- co o O v~ rY� Z Q� �+,� z¢ FINISH GRADE N z¢ o w o �' z + Z F- =w€ BY OTHERS z �.1 cv — 3 0� Q 70 O 50 SE'�YEf�-ttNE-EI�ASE�3-fN-~�E3fdCRET�-MH#S-T4--�"fl-#H#S-i f �}T2. � ? cam' - .� -:-- -�—z �--�-.--.-5-0 I 1 c� € \ to J ~�- New x ¢ ¢ ¢ Zw O �� I W w ¢ V) Qli) 1 60 t` < o- 40 I i i - 40 _ z �- __ °' w 285 F -8„ DISP S=0.004 60 LF-8 DISP °n • o — �0 Q - "' S=0.004 1 182 LF-8 DISP =0.004 180 LF-8 DISP S=0.004 W - T10 2 � n N I 8'�TlcnT10 2 T10 28 50 O 30 INSTALL POLYETHYLENE PLASTIC0 2 o, €�T`IOL2 M/S- �n - T10.26 N 0 EWING BETWEEN PRES •••••••• 18 -8„ DISP S=0.109 cn w o3 z w �� C6 . •. NAUG •• w rn co� Uj FROM S13 TO S14 • �80 w ;'�F�P � � �� # W N LIf E SANITARY — �� o �{ PROVIDE RESTRAINED W W 20 — °° • i� w S E VER—PKFILEIZ;LL — z *SLE SHEET UT12 FT10/2A1 .. � ,5/9' 33 LF-8 DISP S=0.00 o N F0 QUAN TY ''� `0 a '�101 w w¢ w I FILENAME: UT13 REGION STATE FED. AID PROJ. NO. SNOT SHEETS HIGHWAY DIVISION PLOT DATE: 8 28 90 • DRAWN G.O. & S.L.G. - 10 WASH Waehingt®n State SR 406 U T13 TUKWILA TO SUNSET BLVD _ CHECKED DNP JOB NUMBER Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET _ PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/90 REVISED MANHOLES TO NEW CITY STANDARD DNP CONTRACT NUMBER URS oF� APP'D APPROVED C�TAMTa RoseWater Engineering, Inc. SANITARY SEWER PROFILES SHEETS In , I� _ _ I a��u:, lii! °91 ��!�!�'j � -- — V) w J N0 4.i_ CL Z Z 0 Q ►= 0 U � 0 0 Ljj 3 No L CO Z I w w w ZLL- Vw0 � I Y � = �Q rn -4- Lli f� 0 z W J (V) U U !a t= - s CONNECT TO EXIST. Cr ' SIDE SEWER I f e TEST TEE — - a- d w o Er SIDE SEWER TO BE INSTALLED 0AT CONNECTION 4 �i + w G� CN u); w ? 25' GON 2% MINIMUM SLOPE �a wv= to ----�----- HORIZONTAL Q , 0 En - a w w M z x a w - SEWER MAIN M 0:1 -. -_ - TYPIn%.,AL SIDE SEWER DETAIL N.T.S. - 130 3 % " f X 120 S _ i I UT8/20 - 110 M C-4 4�-10" S=0.150 i ? F 100 �, ROAD W Y CONSTRUCTION j w BY OTHERS w w o cn 90 . X. GROUN� LINE -j I � - j i 'b � � FINISH BY GRAD OTHERS F � APPROX. ' _ I SOIL NAIL I a 80 LOCATION 80 LO I o' �r, � _ 180 CO / f ul M _ 70 70 O z r w EX. GROUND UNE ¢ CL 70 RETAINING SEE WALL SHEET UT18 N _ UT8,� 1 fa- �' o �' ' I F06 o r c,O) �+ ROCK WALL rLO �O �' ,� ra-- Q_ W SE SHEET UT18 '� -- INSTALL 50 o Z ; 50 EX. 18" ST I -- --.� _. d'CASiNG�f'IP POLY YL.EN E ``' + �n Q I� `-' 30 CASING PIPE PLUG PLASTIC FOAM BEDDING BETWEEN Z b PLUG PLUG P PES 40 a n ' o€ �� 258 LF-36" STEEL CAST G TO BE 40 -- ----- ----- ------ ---- I 265 LF T�YN NNELED JACKS AUGURED INTO PLACE __ �- � 300 VLF-18" DISC' S=0.0059 164 LF-18"DISP 5=0. 0 0 59 - -�-- � 10" DISP (6DS TO BE LEFT OPEN) I 30 i S=0.15b ST0.15O 30 25' CASING 1 UNNELED JACKED OR AUGURED INTO PLACE CASING OPEN CUT 25' 30 UT8/z_ Dvs i 3 S .0.06 UT / 23 - LUT10/9 UT10/1 rn 20T8/4 I 20 wi oo II _ ; 20 o z 'S. 5TH. STRE W` I� cy; CD 0-4M 110" AD 18 SANITARY SEWER PROFILE i�18 BLOW —OFF DRAIN LINE 3 PROFILE 'bow �5 ° 0 0 3o a 96 110 � b FCALE IN FE fi At E i5h wl s v� FILENAME: UT14 REGION STATE FED. AID PROD. NO. SNOT TOTAL HIGHWAY DIVISION PLOT DATE: 6 11 90 10 WASH Washington State SR 405 UT1 4 DRAWN G.O. & S.L.G. _ TUKWILA TO SUNSET BLVD Department of Transportation CEDAR RIVER PIPELINES -RELOCATION JOB NUMBER CHECKED DNP SHEET I�QFZ'i PROJ. ENGR. J.E. JOHNSON coNTRncr NUMBER DIST. ADM. R.Q. ANDERSON APPROVED URS COIV.TAHM RoseWater Engineering, Inc SANITARY SEWER & BLOW DRAIN PROFILES & DETAILS APP'D —OFF SHEETS E Z O H Q U O s J W V) >- W Z 5 w LLJ a o(L oLL_ CDcr 0-O LLl W I Y Frr)z noof��t- n�o�w LLJ JU)UU 3f= J X t t J W F- F- m x �' � W W m J to JJO Lb 00 x t-- z �M o� NN w ` F— �� N o ow _ rx�v '-�}. 04 'Zw - 'y _ z (n U V) �F-� Q� 00wW2�Op> J zwcn zQ rn� = z J OV x r< 00 = rn EXIST._ r cp s to r 00 000 Q p w z w-- Q= w Q N W !— N f FINISH ; GRADE Q F--' N 1 Y--OTHE EXIST. GROUND: f I N n cn z Q ROUND X X X � W w �= Q_ LL! T ,�... _ �- �. 1 V LINE W W W f 40 50 I 50 40 j _ 35 - _ I - f L W 3' M1N. COVER " �NAIER I.N ,. (TYP. = 35 _ 40 _ 4' MIN. COVER (TYP.) 40 - ' T10 31 30 0 30 60 90 120 30 ' 30 I 6' I HORIZ. SCALE IN FEET I : UTl._.2 e HORIZ. ;SCALE IN FEET NOTE: SEF SHEET `UT10 FOR PLAN, ALSO I DETAIL f0 SEE I Z NOT : SEE SHEET UT FOR PLAN 8, WAT RIJN-iDus E�-WWATERL.-.��-C�NE_ i F 0 1 N20+OO F .19+00 I � 1 m Jo I� I . I LO I �w zLU {--, > F- w m= or tV N (rD � rX xX Q JUj w N J J J M tl) WLJJ Z N r= I+ + 0 00 �. co co o0 00 F— 0 � + + + (n N . 00 Q Q In + M + __.. cn LO + Z 00 00 _ t Q INKN m Q 3 a rn �- r' � FINISH GRADE (n � + 3 r r� �; � N F- F(n (n Q Q 00 m r W LrL �' m i N Q F- 00 r (0 co Q r ` w� �t~n x x �'x � � � wm =wF- X X X X X x x x x x v=i W W W W � W w W W W W W V);W w Li i- (( EX. GROUND LINE I �' 110 11 O F — — I I I — — — — --, -\ CD CN 0: li 100 0 .005 =MIN. TYP 9 3 F' cn N 1 Z WATERLINE `J ' z 90 jo J 9 1 0 I � HORIZ. SCALE IN FEET 18+00 119+00 20+00 21 00 22+00 23+00 24 00 5+00 26+00' 27+00 -e'kAAUG lot 12"' WATERLINE PROFILE •G°': 11-8+-5&'—T-O—S-�FR 2�-- 0 A—N 017! 4 FILENAME: UT15 REGION STATE FED. AID PROD. NO. SNOT SHEETS HIGHWAY DIVISION PLOT DATE: 8 28 90 Washington State SR 405 UT1 5 DRAWN G.O. & S.L.G. 10 WASH - TUKWILA TO SUNSET BLVD Department of Transportation CJ I� CEDAR RIVER PIPELINES -RELOCATION SHEET CHECKED DNP JOB NUMBER OF *27 PROD. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/90ADDED PROFILES AT TOP. ADDED 12"G.V. TO LOWER DNP CONTRACT NUMBER URS WATERLINE PROFILES APPROVED RoseWafer Engineering, Inc. coMs�TAM SHEETS APP D Z 0 Q C) 0 .J W cr V) W Z V , z) W J 0IL m c: a 0 0cr a 0 L W Y Fr M Z r 0 Of :L F— rnvQr- 0 ww F- w JtV)UU3t= PROVIbE RES AINED JQIN AN[ N BED�IPE—AND—B� L.—CKEILREMH FROM TO STA N17+55,24 RT - I STA FR29+17,4 NATIVE MATERIAL LT i L LO I JZJ o I OJ N N- N O M "' M E 120 Ln �, c� w F I �:m `t _ �' FINIS GRADE , OADWAY. EXCA.. A� I0N o o Q Q FINISHG#�AOE; Q W w BY OTHERS INCLUDING HAUL SEE ( o o + ,� m I . r UT12 FOR QUANTITY) Q Q F-- F- , E-- o - o - • � o w EXIST. GROUND LINE m + o I € I FINISH GRADE - m w w 110 W _ z = N Q N U I N. • U 0� fLEV: -1OO:Q W cn cn 30 30 6 90 1 0 W _ w m m HORIZ. SCALE IN ' FEET W m m W (� I ¢¢ ~ cno ! W _ _ , ¢ w U U 100 F I o I N MIN. SLOPE 0.5% .,Lu > CO = > oo ~ I r I N N = Z CV = (V > M U U F — j €7r�i r m �- 0 Ur• � � - E 3 z 3 ? 101 0/30 ! Cl 00 � _.o00Ll O _ �-4 J z' U9 z � I I V) NEW 12 WATER IN I 30' N MC clq I Ld I'D \ N j N to ! cn-c to � N t- it I-LwjQ ! - - _ = I 00 00 j80 14 0 f- f zoc z ;FINISH GRADE r fm z F Q - J _ z z `� 0D c�° V_ f m w i F _ FLo M ; ♦ N• _= �w� E _ cn y J c _ . _ _ I EXIST. GROUND LINE = 70 , 4 - _ _ _ € ea r I— Lo W Q) (n m N : I W m N P F � I \ + !"' p Z Z Z Z o '` m m j N X _ Q ¢ W _ cOv ¢ 3 ¢ �.s z o FINISH GRADE w x � 'oo� a c~n o� z Sri o cv ELEV. 49.0 = z w I € _ £ as m 0 60 6D_ N to Z N c/� \ •- t w o w U I F W N Z W # ~ h-- • p X Z W X _ = I I ¢ z I N N N I- O z cn U 50 Q F W O cr_ € I ,... o € W = 3 EL= 1 12 r� 42.5 40 I N o,04 f L _ I + 3 FINISH GRADE i �- Q �'- CO + ± W. j t I I 6• i o I � cn � o o � N cn � = N o¢ F- w 15 12 12 6 I ! � 30 pp /�� L1OI J = r¢ o i U 1 10/32 � W W i � p J W cz z � X Z cn O W U V) � �� 98 LF 24 CASING 1 1 W 12" WATERLINE _. 70 LF 24" EASING f _ 20 UT9 31 _....1 ----- -- f 6 WATERLINE SLQPE " 'S—M��-� I �12 WATERLINE PROFILE i STA FR27+0d TO STA N15+95 I I SLOPE 6" WATERLINE PROFILE +2-4-T O-S✓`�A-- � �-+-0- 1 I N N - 140 I W J_ ~ J W cn F- Wo - O ./ 130 a ir, �, i �t N W € pOp 0 pOj o: N O 00 O Z Qco = i� W m � NHE-- O ¢ � 0= N— Lo Ul co W Nm` Nm / 00 �CLT :zco 00 0 ¢ 00 �/ __uj �Ztn_ I 120 6», Zm o FINISH GRADE € � �..-__. t ii J O // cp O ¢o., fJ U GO ¢� !1 N ¢N; ¢N t) N t04 j N V j �o� (n �� J l� d' I € , / ii i .. X 110 I ? EX. GROUND LINE / �� w ' , / ABANDON Of 110 100 SLOPE 0.005 � Ihl. (Typ -- — — oo - EX.6"Vi/ ¢Zw t- O w — — — AFTER FINAL ; % ' CONNECTION IS MADE 100 ........,. NAVC . �o off`` J=y t UT9/35 + ,n UT10/34 "_ 6 WATERUN 90 N TEMPORARY 6" MAKE CONNECTIONS 90 A �; TE� S b+ AND FR28+6 L FLEXIBLE TER LI[N E PROFILE COUPLERS SIMILAR TO DETAIL W % S"AI E. f ~''--•' STA F R25 28 0 STA R19+10 UT21- I t I I I I II i i , I I I I I . 7 !;AVE + } I I FILENAME: UT16 REGION STATE FED. AID PROJ. NO. SNOT SHEETS F-llC�i•-i�/AY DIVISION APPROVED Washington State Department of Transportation SR 406 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES -RELOCATION UT1 6 PLOT DATE: 8 29 90 10 WASH DRAWN G.O. & S.L.G. CHECKED DNP JOB NUMBER SHEET I/�� OE?.? SHEETS PROD. ENGR. J.E. JOHNSON URS oCINKLT,wrs RoseWafer Engineering, Inc. WATERLINE PROFILES DIST. ADM. R.Q. ANDERSON 8/30/90 REVISED PROFILE STA FR27+00 TO STA N15+95 DNP CONTRACT NUMBER APP D I W CAMLOCK MANHOLE RIN AND COVER. SEE STANDARD BIRD SCREEN PLAN B-25 GROUND -LINE z ELEC. JUNCTION �AX BOX - 3 FT. SQ. CCNC. SLOP 900 LONG RAD. ELL 10" AIR INTAKE DUCT 7 FLEXIBLE COUPLING `- 7 NON -SHRINK GROUT A NOTES: 1. DUCT TO BE CONSTRUCTED OF 10"OSTL. SCHEDULE 40 - PIPE & WELDING FITTINGS. EL=112.0 GALVANIZE AFTER FABRICATION. 2. PROVIDE AND INSTALL MINIMUM 100 WATT EXPLOSION PROOF HPS OR METAL HALIDE WALL MOUNTED LIGHT FIXTURE 10 FEET ABOVE EACH LANDING AND BOTTOM OF MANHOLE. B 10" FL. DI SEWERPIPE & FITTINGS SIDE OF MANHOLE %7A*OSS BOLT W/ EXPANSION SHIELD / ,-STANDARD U-BOLT "5%31,i"x4is" CHANNEL ""0 BOLT, 2 REQ'D HEAVY WELDED STEEL BRACKET, 2 REQ'D EA. LOCATION MOTE: PROVIDE 240 VOLT Sli4TCH �J/ GROUND WHERE INICATED IN NON-SHR SITE PLAN. USE NEMA 3R BOX GRC W/ LOCK. S`�iITCH TO CONTROL LADDER (TYP.) LIGHTS AND FANS IN i�S2 AND #S3 SEE DETAIL SIMULTANEOUSLY. HANDRAIL -SEE DETAIL AT RIGHT 10"-900 ELL OPENING FINISH GRADE OVEF AIR INTAKE FAN 800 CFM PER VENTILATION SYSTEM IN SPECIAL PROVISIONS 10" TEE o PIPE HANGER ASSEMBLY SEE DETAIL Q A PIPE SWAY ASSEMBLY SEE DETAIL Q REMOVABLI B PIPE HANGER ASSEMBLY SEE DETAIL .1 - 10" FL 450 BEND (TYP.) .� 191/,* R!_Np 7" FL TEE SECTION A —A GRATIN SECTION B—B PROVIDE ADDITIONAL EQUALLY SPACED -�, =. ' DlAGOUAL/BRACKETS 1'-0" O.C. MAX. - AT TOP CONNECTION BLIND FLANGE - BAR ��" DIA. STL 2'AxY2 LADDER RAILS, PUNCH TO RECEIVE - RUNGS MOVABLE ;GRATING np, - ° BAR —I n 21,ix2Y2 BRACKETS e T&B AND (9 8'-0" 0 O.C. MAX SPACING »� S.S. BOLT W/ 0 - EXPANSION SHIELD L OPENING ox� OVER I Q NOTE: EXTEND LADDER MIN. 3'6" ABOVE LANDINGS } MIN. LADDL R RUNG 16" LONG LADDER 2 N.T.S. - _ - I OPENING - OVER � ELECTRICAL CONDUIT �� TO SPECIAL STRUCTURE 1PIFE SWAY ASSEMBLY '0 MACHINE THREADED #S3 ROD SEE DETAIL � SECTION C-C FLANGED JOINT FLEXIBLE COUPLING (TYP.) 3,lb"dSS BOLT 10'0 DUCTILE BLIND FLANGE W/ EXPANSION IRON PIPE PIPE SWAY ASSEMBLY SHIELD SEE DETAIL PIPE HANGER - ASSEMBLY 96"0 PRECAST MANHOLE SECTIONS, OR CAST IN PLACE N.T.S. - 96" NOTE: PIPE SWAY ASSEMBLY IS THE 20' MIN. PCC BACKFILL gyp" BASE BEND SAME WITHOUT TIE RODS. SLOPE TO DRAIN C c SECTION D—D EL=73.0 EL=92.0 ELECTRICAL CONDUIT TO SPECIAL STRUCTURE #S3 36" CASING - 7t7:F?FPCC 10"0 TEE 10"-900 LONG PRECAST OR CAST IN PLACBAE- LEVELING AS REQ'D RADIUS ELL Z O Q o Q Q cy- N FILENAME: UT17 F- J W W � a-_ a u PLOT DATE: 8 29 90 DRAWN G.O. YOf N E � J rn v- Q U w CHECKED DNP PROD. ENGR. J.E. JOHNSON c W W i of W Ln c- = J to U U cn cn DIST. ADM. R.Q. ANDERSON ELEVATION N.T.S. REGION STATE FED. AID PROD. N0. SNOT SHOEETS 10 WASH JOB NUMBER 0/90 REVISED ELEVATION DNP CONTRACT NUMBER APP'D z BIRD SCREEN r7 U 0 x SECTION E— E HIGHWAY DIVISION APPROVED 2"0 STD STEEL PIPE TOP, RAIL CD 42" 11,' "3 STD STEEL PIPE, INTER- MEDIATE RAILS 9 15" & 26Y2". ALL WELDED TO 2"0 STD STEEL PIPE PIPE POSTS. GALVANIZE SECURED TO BASE AFTER FABRICATION. PLATE. PLATE SECURED W/2-2" SST CONC. ANCHORS. (3 REQ'D) 90.(TYP.) -� 90'(TYP.) ROCK r RETAINING WALL o MANHOLE OPENING 2"� STD STEEL PIPE SET MIN. 2'-0" INTO MIN. 2.0 CF CONCRETE HANDRAIL DETAIL N.T.S. 10" D.I. SEWER LINE IN 36" CASING SEE SHEETS UT8 & UT14 T ST ST �- i F G 010" D.I. SEWER - \ I MH #S1-� 6" S Ift CA r G SPECIAL STRUCTURE #S2 UT8 21 1 (5 ELECTRICAL CONDUIT ROCK RETAINING WALL IN ACCORDANCE WITH DETAIL ON SHEET UT18 LIGHTING & FAN CONTROL SWITCH SST X S__T FILL TO ROADWAY GRADE AIR INTAKE -EXIU. EWE 6 S 6 S W w 7 AI OP r•- . -ow' NAUG+, ; 2133 SITE PLAN>10' .• " > �nf -1017 (45A\/F,--- Washirgton State ® Department I of Transportation UCOMMRS RoseWafer Engineering, Inc. MM TUKWILA TO SUNSET ELVC CEDAR RIVER PIPELINES -RELOCATION SPECIAL STRUCTURE #S2 DETAILS . UT1 7 SHEET 17 OFV7 SHEETS II e GRAVEL BACKFILL FOR WALL ROCKS FOR RETAINING FINISH CAMLOCK MANHOLE RING WALL —MIN. 2500 LB. GRADE AND COVER. SEE STANDARD PLAN B-25 TOP EL=42.5 FINISH GRADE \ o 6 0 O o O O 0 000 MAIN STREET �,\M1N. WALL 36 IN. DIA. CASING MAIN STREET .. LADDER - SEE DETAIL ® _ 18 IN. DIA. UT17 10 IN. DIA. - 18 SEWER ELECTRICAL CONDUIT D.I. SEWER CHANNEL FROM #S2 10" 45' BEND SECTION A —A EXISTING WALL TO REMAIN 10" EXHAUST DUCT SEE DETAIL THIS SHEET NOTE: LUMP SUM PRICE BID FOR SPECIAL UT8 23 STRUCTURE #S3 INCLUDE: ALL WORK EXCEPT 10 IN. DIAM. D.I. SEWER; 18 IN. DIAM. D.I. SEWER ITEMS AND CASING PIPE 36 IN. DIAM., TUNNELED, JACKED, OR AUGURED. Z 0 U 0 Q w wry o V) w V) � • I- D Z w w FILENAME: UT18 u a-0 w PLOT DATE: 8 29 9 D 7T_ Y > 0 DRAWN G.O. a�t �0Of rn � Q G w CHECKED DNP r Of 0 � w V) N w T_ PROJ. ENGR. J.E. JOHNSON _j DIST. ADM. R.Q. ANDERSON /30/901 REVISED OUTFALL DETAIL REMOVE AND REPLACE EXISTING WALL PANELS 54 co 20' FLEXIBLE COUPLING 50 _ BIRD SCREEN z - SIDE OF MANHOLE z GROUND LINE ? is ca i A 46 3'SQ. CONC. 42 SLOPE , 1' 90' LONG ELL MAX 38 10" EXHAUST DUCT FLEXIBLE m COUPLING _ z g- NOTE: DUCT TO BE CONSTRUCTED OF STL. \— 34 10"0 SCHEDULE 40 PIPE AND WELDING - FITTINGS. GALVANIZE AFTER FABRICATION.. EXHAUST DUCT - DETAIL N`fS 30 EXISTING WALL TO REMAIN LIGHTING AND FAN CONTROL SWITCH (INSTALL 240 VOLT SWITCH W/ GROUND. USE NEMA 3R BOX W/ LOCK. SWITCH TO CONTROL LIGHTS AND FANS IN #S2 AND #S3 SIMULTANEOUSLY) 72" DIA. MANHOLE #S3 UT8 23 ELECTRICAL CONDUIT FROM #S2 ROCKS FOR RETAINING WALL MIN. 2500 LB. RAVEL BACKFILL OR WALL I�CASING PIPE � I J 10" D.I. SEWER SEE SHEET UT8 & UT14 bJ LNOTE: D TOP OF MANHOLE NOT SHOWN SITE PLAN N.T.S. REGION STATE FED. AID PROJ. NO• SNOT TOTAL � ETS N0. 10 WASH JOB NUMBER DNP CONTRACT NUMBER APP'D TRENCH UMITS 3'x1' GABI 0641 NON —SHRINK < GROUT 10"-90' ELL EXHAUST FAN 800 CFM PER VENTILATION SYSTEM IN SPECIAL PROVISIONS Z'� 0 -10" TEE W1 to 0 81RD SCREEN EA. OPENING _ 1" GROUTED 3" PLASTIC SLEEVE JOINTS FOR WEEP HOLE EXISTING CATCH -BASIN BETWEEN WALL REMOVE AND - PANELS REPLACE WALL (TYP.) \ PANELS d 34' 3' I 10' NOTE: WALL TO BE REMOVED IN COMPLETE SECTIONS .r.r.M ^r P91\ Tfl% P9 A 11 t/ I 6' SOUTH BANK STORM SEWER OUTFALL f ELEVATION - SECTION B—B N TS GUY POLE A �I ti 1 APPROXIMATE LIMIT OF 36" CASING OF EXCAVATION FOR JACKING/BORING PIT ELEVATION — WALL ON MAIN STREET N.T.S. STORM SEWER 'E TRENCH TTOM 'ER BOTTOM nne ' ^kJG RAD. ELL 0 NOTE: DETAIL PROVIDED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION HAS NO FIELD VERIFICATION HAS BEEN PERFORMED. > - SOU Tr W">/ RIVER BANK -----_X DISSP 3'x1'x6' GABION BASKETS MATCH EXISTING BANK NORMAL WATER LEVEL RIVER BOTTOM jAUC %I4j. } OUTFALL CONSTRUCTION A�E UT10,UT12 N.T.S. HIGHWAY ®E0 ® Washington State WrAr Department of Transportation APPROVED \� M RoseWefer Engineering, Inc. SECTION SIR 406 TUKWILA TO SUNSET BLVD UT1 8 CEDAR RIVER PIPELINES -RELOCATION - SHEET � 'V OF 27 SPECIAL STRUCTURE #S3 DETAILS SHEETS E + a 24 CROSS (0/ " „ O +I MJxFL. BLIND FLANGE A, 24 x6 TEE Q THRUST BLOCK ON BOTTOM. BLIND ' " �. / TEMPORARY PLUG - THRUST BLOCK (MJxFL) � W/ SHACKLE <I FLANGE W 2„ TAP 8 GATE VALVE (MJxMJ) �,/ W/SHACKLE RODS RODS FL TOP / " i 24" CROSS �I 16"x8" REDUCER / 6 GATE VALVE 24 BUTTERFLY SHACKLE ALL JOINTS TO CROSS (MJxMJ) VALVE IN MJxFL. BLIND FLANGE �I (MJxMJ) " CHAMBER „ ON BOTTOM. BLIND �I 16 x6 RED. 6 �Y TO HYDRANT ON W 2" TAP ON NEW 24" 24"x16" CROSS (MJxMJ) ASSEMBLY / TOP " I NEW 24 WATERLINE �_... WATERLINE W 11 - 6" GATE VALVE i:. w MJ PLUG 24" SPOOL i (PExMJ) INSULATING'- _ I cn FLANGE I I" " INSTALL 2" AIR _z l INSULATING FLANGE Y _ &VACUUM RELIEF 24 x16 CROSS (MJxMJ) Q w Z 24 x6 TEE MJ PLUG 'I " " v O 0 40 (MJxFL) VALVE I. Q 0 STA. 1 +19 = - < � 6" GATE VALVE I �.:1_ : . u I - � Q _ SHACKLE ALL JOINTS d - � - - (MJxFL) I - - EXIST 16 G.V. 24" CROSS (MJxFL) BLIND FL. ON W/ BYPASS TO 16" BUTTERFLY VALVE TEMPORARY BOTTOM. BLIND FL. W/2" TAP ON TOP z BE REMOVED I 16" BUTTERFLY = = -EXIST. 12" W IN CHAMBER PLUG VALVE IN CHAMBER s I ----- EXIST. 16" W __ I " } 24 BUTTERFLY TEMPORARY PLUG / I VALVE IN CHAMBER o P SHACKLE ALL JOINTS \ / PLAN -BEFORE CONNECTION (CONSTRUCTION PRIOR TO PRESSURE TESTING, — PIGGING, AND PURITY TESTING) � .�� :�...rr t�. PLAN BEFORE CONNECTION (CONSTRUCTION PRIOR TO PRESSURE TESTING, EXIST. 16" W N PIGGING, AND PURITY TESTING) EXIST. 8" W LO NOTE: + 24" CROSS SOLID SLEEVE OR BEFORE THE 16" IS CUT FOR CONNECTION SOLID SLEEVE 24"x6" TEE THRUST BLOCK oI MJxFL. BLIND FLANGE TRANSITION COUPLING SHOWN IN DET. 1, SHT. UT7, THE 12" CONN. " A. (MJxMJ) W/ SHACKLE ±I ON BOTTOM. "BLIND I 8"-45' BEND(MJxMJ) RODS FLANGE W/2 TAP FROM THE EXIST. 16 W. IN ROUSER WAY 6 SPOOL (PE) } / � ON TOP TO THE 6" NARCO LINE MUST BE COMPLETE „ <v 24" CROSS N) AND IN OPERATION. SEE DET. 1, SHT. UT27 6 -90 BEND ('MJxMJ) / MJxFL. BLIND FLANGE 3 8"-41 r & DET. 2, SHT. UT20. CONNECTION SHOWN " ON BOTTOM. BLIND I BEND j j 8"-45' BEND MJxMJ IN DET. 1, SHT. UT7 AND CONNECTION CAP EXIST. 6 W , THRUST BLOCK " (MJxMJ) SHOWN IN DET. 2, SHT. UT6 SHALL BE AND ABANDON IN fi -45 BEND (MJxMJ) W/SHACKLE RODS FLANGE W/2 TAP ON ..-I (MJxMJ) I ACCOMPLISHED DURING THE SAME PLACE TOP " L -8"-45' BEND (MJxMJ) SHUTDOWN.OF THE EXIST. 16" W. 6" GATE VALVE 24" BUTTERFLY " _�. NI , 8" GATE VALVE MJxMJ " / (MJxMJ) VALVE IN 24 SPOOL i>. wI 6 11 Y4 BEND (MJxMJ) 16"x6" RED. CHAMBER 6" W TO HYDRANT (PExMJ) :. �, I 16"x8" REDUCER (MJxMJ) NEW 24" 24"x1'6/" CROSS (MJxMJ) ASSEMBLY WATERLINE / (MJ) I '� 6" GATE VALVE uj _79, _j z MJ PLUG I I NEW 24" WATERLINE v O 1 I MJ PLUG 'I IL Q 7 SOLID SLEEVE INSULATING FLANGE V);-� / INSULATING- -' I i 6" GATE VALVE I I Q / FLANGE �" " INSTALL 2" AIR (MJxFL) I " " SOLID SLEEVE Q I 24 x6 TEE & VACUUM RELIEF 24 x16 CROSS (MJxMJ) STA. 1 +19 w 16" BUTTERFLY 40' MJxFL) VALVE 0 CAP AND ABANDON Y VALVE IN F- z „ IN PLACE o CHAMBER SHACKLE ALL JOINTS Q 16 -90 BEND 16 BUTTERFLY CD of (MJxMJ) VALVE IN CHAMBER NEW 12" / 16" TEE 24 CROSS (MJxFL) BLINDi� " WATERLINE / (MJ) I:. FL. ON BOTTOM. BLIND FL. CUT & AP 16 -90 BEND (MJxMJ) ... W/2" TAP ON TOP SHACKLE ALL JOINTS .1 . SHACKLE ALL JOINTS I 24" BUTTERFLY VALVE IN CHAMBER EXIST. 16" W I. THRUST BLOCK W/ SHACKLE RODS (TO BE IN PLACE 16" CONNECTION I z � A/ MIN. �48 HRS. PRIOR TO CUTTING EXIST. 16 W) /— cn Q Q / „ SOLID SLEEVE w I Q a 12 G.V. IN - / CHAMBER 16„ SPOOL (PE) % 16"x12" REDUCER - EXIST. 12" W vZ I (MJxMJ) PLAN - AFTER CONNECTION EXIST. 16" W / SHACKLE HAUGF' ALL JOINTS " Nam: NEW 24 W •� S PLAN - AFTER CONNECTION 111-3 Z NOSACTIOLL MSSHO "AtE`CONNECTION DETAIL HOUSER WAY S. & MILL AVENUE S. ) { J i N TS Li w 0 < N.T.s. ��' CON N L� , , �, -AIL S. 4th ST. AND MAIN AVE. S. 2 0 o >_ w o N.T.S. (e:)AVF�16 � z ,- o.Z FILENAME: UT19 REGION STATE FEDO.. AID PROJ. NO. SNOT SHEETS v a. oz PLOT DATE: 8 29 90 HIGH d` 1y DIVISION z > W DRAWN G.O. 10 WASH ® Washington State SR ©� Y E n z I TUKWILA TO SUNSET BLVD UT1 9 0 Q w w CHECKED DNP JOB NUMBER ® Department of Transportation CEDAR RIVER PIPELINES -RELOCATION r o u; w vl < PROJ. ENGR. J.E. JOHNSON SHEET IS . ADM. R.Q. ANDERSON /30/90 REVISED DETAILS , & 2 DNP CONTRACT NUMBER Rose1X/ater Engineering, Inc. 9OF 27 CCINSULTAM'SWATERLINE CONNECTION DETAILS APP'D APPROVED URS SHEETS E X E X Z 0 Q Ln U -I O Q w F- of w 0 cn w z z 0 F_ J F_ Z w U D w w 0— z U 0_ Oz w 0 Ir U 0 _ Z w Y — Z I Ofrn - -q-LO 14-_j rl_ 0 0� 0 F- 0)14-Q—ww 0 F- w l OfwcnQ= J 0 U U 31. (0 s 10 12" PLUG (MJ) - 12" TEE (MJ) SHACKLE ALL JOINTS FOR DEPTH "D", SEE 12" MAX. TEMPORARY PLUG SECTION 8-20.3(5) TRENCH WDTH OF THE STANDARD SPECIFICATIONS _ 12" G.V., 250 LB., IN CHAMBER 1 SOLID SLEEVE � of ' „ ' 1 L c-4 7) 16 BUTTERFLY VALVE /- NATIVE BACKF L = J IN CHAMBER` V) Q\ 1 SOLID SLEEVE NEW 6" WATERL.IPJE \� \ o o O o O O o 12" CROSS (MJxP,-) " f- 0 0 0 BLIND FLANGE AT \--EXIST. 16 W - - �_ - - _ �- �� EXIST. WATERLINE - 00 0 00 �- - � - - � U 0O BOTTOM, BLIND FL. 1 a SIZE AS SHOWN 000 0 0 W/2 TAP AT TOP EXIST. 16" W 16"x12" TEE (MJ) S� MJxFL - �� ON PLANS 6 CRO ( )BLIND FL. STA N15+95, 205 LT ON BOTTOM. 13LIND FLANGE NEW 12" WATERLINE 2-2" DIA. PVC 16" BUTTERFLY VALVE IN CHAMBER W/ 2" TAP ON TOP GRAVEL BACrCFiLL FOR PIPE BEDDING i I � ____ _RF CONDUITSSEE SECTION 9-03.12(,3) OF THE 1 15 " : ( CA LEVISION) STANDARD SPECIFICATIONS ; " NOTE: ENTRY FOR 16 BUTTERFLY VALVE 1 � 24 CASING TO CHAMBERS TO BE IN BACK OF CURB. TEMPORARY BLOCKING � 1 1 & BLOW —OFF STA. R16+63.94 TO R19+34.00 PLAN — BEFORE CONNECTION PLAN — BEFORE CONNECTION TCI CONDUITS (CONSTRUCTION PRIOR TO PRESSURE (CONSTRUCTION PRIOR TO PRESSURE TESTING, PIGGING, AND PURITY TESTING) TESTING, PIGGING, AND PURITY TESTING) 12" PLUG (MJ) SHACKLE ALL JOINTS 12" CROSS (MJxFL) BLIND FLANGE AT BOTTOM 12" TEE BLIND FL. W/2" TAP AT TOP FOR DEPTH "D", SEE 30" MAX. SECTION 8-20.3(5) TRENCH WIDTH 12"x 90' BEND (MJ) OF THE STANDARD _ - _ SPECIFICATIONS I 16" BUTTENFLY VALVE CHAMBER _ I 12" G.V.,250 LB., IN CHAMBER Q NATIVE BACKFILL SOLID SLEEVE I J „ N Y z 16 BUTTERFLY VALVE 6, 00 IN CHAMBER ��. SOLID SLEEVE EXIST. WATERLINE " \\ CAP ,AND ABANDON 6 MJxMJ BEND W/BLOCKING — — — — — — — — — — — — IN PLACE AS REQ'D ON PLANS 0 0 0000 0 0 " MJxMJ REDUCER IF O 0 12 CROSS (MJxFL) I EXIST. 1 fi" W NEW 6" WATERL.INE REQ'D ON PLANS 0 O BLIND FLANGE AT Lvr 0000 0 0 0 BOTTOM, BLIND FL. l l PE SPOOL 2 W/2" TAP AT TOP 1 EXIST. 16" W Y 1 1 16 x12 TEE f- SOLID SLEEVE OR 4-6" DIA. PVC i i " MJ STA. N15+95, 205' LT. GRAVEL BACKFILL FOR PIPE BEDDING , , NEW 12 WATERLINE ( ) TRANSITION COUPLING CONDUITS SEE SECTION 9-03.12 3 OF THE EXIST. WATERLINE (PUGET POWER) STANDARD SPECIFICATIONS ' 15 NOTE: ENTRY FOR 16" BUTTERFLY VALVE 6" CROSS (MJxFL) BLIND FL. �� SIZE AS SHOWN " TO CHAMBERS TO BE IN BACK OF CURB. ON BOTTOM. BLIND FLANGE 24 CASING � ON PLANS W/ 2" TAP ON TOP STA. R16+63.94 TO R17+92.00 \ i PSP&L CONDUITS _ PLAN AFTER CONNECTION ecToopoo PLAN — AFTER CONNECTION vj, f, °••F%Cf r � 90 CONNECTION DETAIL ,,, COP> WATERLINE TO HOUSER WAY S. TYPICAL 6 WATERLINE CONNECTION DETAIL �CONDUIT CROSS SECTIONS I 12"2 - 1 6 N.T.S. UT 10 N.T.S. U T I 0, UT 1 6 N.T.S. UT9 , UT 10, UT z W- 1017 FILENAME: UT20B RNo" STATE FED. AID PROD. N0. SNOT SHEETS HIGHWAY DIVISION PLOT DATE: 8 29 90 ® Washington State SR 405 DRAWN G.O. & S. C3. 10 WASH TUKWILA TO SUNSET BLVD U T20 © Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET CHECKED D N P JOB NUMBER PROD. ENGR. J.E. JOHNSCN CONTRACT NUMBER W0F Z7 DIST. ADM. R.Q. ANDERSCN 8/30/90 REVISED DETAIL 2 DNP APPROVED URS RoseWafer Engineering, Inc. WATERLINE CONNECTION DETAILS AP P' D CONSu.TkM —� SHEETS EXISTING GRADE 6" ASPHALT CONCRETE 6' CENTERED OVER 24" WATERLINE . o #4's 012" O.C. EACH WAY REINFORCED CONC. SLAB STA. 6+00 TO STA. 6+60 W/ THROUGH JOINTS AT 15' �— NEW 24" WATERLINE -CUSHION - _ I Vr VI L/IJ 1 • V 1 7L WATERLINE OR TUNNEL NOTE: SEE DETAILS AND Q FOR ADDITIONAL U T22 UT24 TRENCH AND PAVEMENT REPLACEMENT DETAILS. Z O <� U O Q LiJ W x 0 o �w F- J DLLJ W UOa ptL- C� ry U O L W Y EK)z r`0Of X - rn�tQ ww f� p Lj LLI .J V) U U � ( w U Li u)IQ �Ir REMOVE EXIST. 6" W FOR CRPL CONSTRUCTION WN IO i i EXIST. 6" W ( I i 6"G.V. 6"G.V. -EXIST. 6" w X � -------�----------------------- -- ------------ f----- TO REMAIN i ' TO REMAIN CAP EXIST. W & Q�i�6 G.V. FLEXIBLE COUPLII G G�i G PROVIDE TEMPORARY y� . 6� z BLOCKING G�Q� i TEMPORARY 6" W F, FLEXIBLE COUPLING ro Z PLAN - TEMPORARY CONNECTION 6" CROSS(MJxFL) BLIND FL TEMPORARY BLOCKING & 3 ;0 ON BOTTOM. BLIND FL. W/2" BLOW -OFF v ;I TAP ON TOP ; 6" CROSS(MJxFL) BLIND FL. w ;� ; : ON BOTTOM. BLIND FL. W/2" 24 WATERLINE DETAIL ; ; � ' 6" G. V. (3 R EQ'D) TAP ON TOP 6+60) STA. 6+00 TO STA. j EXIST_-----L---- ; ' (FLxMJ) EXIST.- 6"W N.T.S. UT7 ; ' 6" FL TEE W/-� , TEMPORARY ' BLOCKING ' BLOCKING,-"""' llool'''' 6" — 45' BEND (MJxMJ) Ge.''R ' i� W/ BLOCKING 66 ,�' �Q�;�' TEMPORARY BLOCKING 12„ -11 Y4' BEND _ (MJ) STA M18+83, 5'LT — - GP 12 x6 TEE (MJxFL) NEW 12" W /' STA M18+88, 4'LT a 12" G.V.-250LB - ' 6" G.V. (FLxMJ) PLAN — BEFORE CONNECTION IN CHAMBER , / ' (CONSTRUCTION PRIOR TO PRESSURE TESTING PIGGING, AND PURITY TESTING) THRUST BLOCK W/ / SHACKLE RODS 12"x6" TEE (MJxFL) 3 w � STA M18+67, 3 LT SOLID SLEEVE OR \ \ is TRANSITION COUPLING SOLID SLEEVE " I� „ OR TRANSITION 6 G.V. (FLxMJ) w I� �; NEW 6 WATERLINE \ COUPLING 6" G.V. (3 REQ'D) P ' I (FLxMJ) - EXIST. 6"W \ \ EXIST_ 6"W - L ' 7 6"-11 Y4' BEND (MJ) ,'� 6" FL TEE- n \ , BLOCKING-,--- REMOVE TEMPORARY ' MJ PLUG c� 7-' STA M18+50, 2 LT 6" WATERLINE ' 'y� 12 CROSS (MJxFL) BLIND o ��:'�.''' " 6" — 45' BEND (MJxMJ) FLANGE AT BOTTOM. BLIND �.� ,� , _ O , GHQ' ,, W/ BLOCKING FL W/2" TAP AT TOP 6" G.V. (FLxMJ) �p G SOLID SLEEVE 6" TEE (MJxFL) OR TRANSITION COUPLING HYDRANT ASSEMBLY � ' - NAUG�ti NEW 6"W PLAN - AFTER CONNECTION CEDAR AVENUE S. 6" WATERLINE DETAILCONNECTION DETAIL STA M18+67� A N.T.S. UT9,UT15 N.T.S. UT9 ' REGION STATE FED. AID PROD. NO. SHEET TOTAL FILENAME: UT21 NO. NO. SHEETS HIGHWAY DIVISION PLOT DATE: 8 28 90 10 WASH Washington State SR 4O� DRAWN G.O. & S.G. TUKWILA TO SUNSET BLVD U T21 ® CHECKED DNP JOB NUMBER Department of Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET PROJ. ENGR. J.E. JOHNSON �i OF 27 DIST. ADM. R.Q. ANDERSON 8/30/90 DELETED DETAIL 1, ADDED NEW DETAILS 1 & 1 A DNP CONTRACT NUMBER VRS — � APPROVED cor��TaxTs Rosel�/ater Engineering, Inc. WATERLINE CONNECTION DETAILS SHEETS APP D s i e ADJUSTING RINGS OR BLOCKS AS REQUIRED ADAPTOR COLLAR PRECAST VALVE CHAMBER CONE RUBBER - GASKET 8"/12" PIPE - POURED IN - PLACE BASE 24" OLr,JPIC FOUNDRY MH 30 I;ATH MH 30 D/T OR EQUAL . w QI o z r Q i �1 LL r c� SPECIAL SHALLQW MANHOLE LESS THAN 4 -0 � DEEP N.T.S. UT13 4" MIN. 12" MAX. ao Q1 _ r Iw uj O o z N col NOTES: 1. STEPS TO BE 3/4"0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MH SECTIONS ARE INSTALLED. 3. CASTING TO BE OLYMPlC FOUNDRY MN 30 WITH MH 30 D/T OR EQUAL. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. MANHOLE CAST IRON OR DUCTILE IRON PIPE TO UNDISTURBED SOIL CAST IRON TEE M.J.xM.J.xM.J.—\ I I PLUG, M.J. WITH GASKET, BOTH CUT IN HALF. LL Z LL a s j MANHOLE WALL Z 0 4' —0" TO 7'— 0" DEEP 0 1A O _j LLJ N.T.S. V) �W Z D w FILENAME: UT22 REGION STATE FED. AID PROJ. N0. SNOT SHEETS PLOT DATE: 8 27 90 oa a N DRAWN G.O. ^ Y10 � w WASH FfM0 1 CHECKED DNP JOB NUMBER Lo � O r f- {- �- Q J lW � w N = PROD. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 8/30/90 REVISED MANHOLE AND DROP CONNECTION DETAILS DNP CONTRACT NUMBER J U7 U U D V7 APP'D �.. 18" o d � TRANSITION COUPLING TO FI T J � SE'N•ER LINE • DUCTILE IRON PIPE CLASS 50, CEMENT LINED, LENGTH TO FIT. - 0 4, CAST IRON 90' BEND F M.J.xP.E. CLASS C CONCRETE DROP CONNECTION UTi3 24" CASTING—OLYMPlC FDRY. #M H 30 D/T OR EQUAL x v� ADJUSTMENT 4" MIN. r N PRECAST SECTION STEPS-3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6 1 2" LADDER —STD. ALUMINUM OR GALVANIZED STEEL MAX. PIPE SIZE-21 "I.D. -CONCRETE SHELF -PRECAST BASE SECTION OR CAST IN PLACE 6" MIN. S_z f r CD ;MANHOLE OVER 7'-0" DEEP N.T.S. HIGHWAY DIVISION APPROVED 11 Wx17la" CONCRETE METER BOX WITH -M3" STEEL DIAMOND PLATE. COVER. FORD COPPERSETTER VH172-15W CAST IRON OR DUCTILE IRON WATERMAIN TYPE "K" SOFT �i rj' / — 22Y2 COPPER TUBING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CORPORATION STOP SERVICE LINE TO METER FORD TAPERED THREAD (CC)=PACK JOINT (J-3401) 3/a" WATER SERVICE N.T.S. - GENERAL NOTES: 1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18" ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2. TYPE 3 72 INCH MANHOLES SHALL BE IN ACCORDANCE WITH STD. PLAN B23C, WITH OLYMPlC FDRY. NO. MH 30 D/T, OR EQUAL FRAME AND COVER. U Rosewater Engineering, Inc. COPd3Ul.TA�lT3 rl —WATER METER TO B SUPPLIED BY T�iE CITY TYPE "K" SOFT COPPER TUBING CONNECT TO EX. SERVICE BEDDING GRAVEL, COMPACTED FOUNDATION GRAVEL, IF REQUIRED ORDINARY PIPE BEDDING FOR 4" PIPE r� BEDDING GRAVEL, COMPACTED r FOUNDATION GRAVEL, °°°°°°°°°°°°°°°°°°°°°° OIF REQUIRED °°o°°°0°°°°°°°°°°°°°° ORDINARY PIPE BEDDING FOR 6" AND LARGER PIPES i CONCRETE o f 4 0 FOUNDATION GRAVEL, 00000000000000000° °° IF REQUIRED 0 0 0 0 0 0 0 o e CONCRETE ENCASEMENT PIPE BEDDING CLASSES W. 1017 /�,Av SR 40c3 TUK ILA TO SUNSET ELVD - CEDAR RIVER PIPELINE: -RELOCATION UTILITY DETAILS UT22 SHEET OF 2-1 SHEETS r Z O Q U O J W �W ~Z Z J ::) w O 0- N C� Q O Y > W I w I (if wcnI,--= J (n O O :D (n 2A" ULE/ \R OPE.,I.,/.. .I ..I, 1 0% 1 r1IA i/% ..,fl1 COVER EQUAL 1 W/ SOLID LID E LIFT HOLE 8" FRO PLASTER SMOOTH INSIDE AND OUTSIDE FACING OF ADJUSTMENT RINGS WITH GROUT. COMPAC GRAVEL ELEVATION 6'— 8" _ING BRICKS OR PRECAST > SHALL BE CAST WITH VE TO FIELD INSTALL STEP. D �W ROUND SAFETY \L TO ASSOCIATED RAVEL CO. ;ATED GALVANIZED .ADDER. :S FOR LADDER GROUT RAILS INSTALL EPDXY NON — SHRINK GROUT HX~— Li _joW or w � — � �. o LiO •mz aoQ¢ F. G. FINISH GRADE p7 rqD . MALL 2B STUB OUT & PLUG 1'—. BELOW_ GROUND LEVEL_ & MARK WITH -PLASTIC — - I3UIDE POST p � 4 i 4 i OOpp0p000pp0 000f 000 pQ 00 Opp�0p0C ,0p0oo�0000 0 0000000000Oon°p0000 0 CONCRETE SUPPORT ELEVATION PAD. SEE NOTE nT- - 4 1 z 10 °0 11 i BUTTERFLY FLUSH WITH VALVE W/2" GRADE SQUARE (TYP•) OPERATING NUT ELEVATION r- METER BOX WITH LOCK TOP UNION (TYP.) RESILIENT SEATED SHUTOFF VALVE, �w U r z r) W , N U E 2" GALV. WATER TO DOUBLE CHECK VALVE ASSEMBLY o 4" PVC BLOCKOUT /\�/• �� / SLEEVE WITH LOCKING CAP � NUAL �DRAINAVALVE — — — --�� 4 EXPOSED v °° ° ° ° ° ° \% r 2-90 BRASS OR BRONZE ° °°° °°° �, ° O " '� ° °O 0 / O 00 ELLS (FIPTxFiPT) �j Z Opo000000 3 CLEAR \ \\/ o \ •I 2—BRASS OR BRONZE ° �3n0 °°„°o v °°° / \ " 0 0° Ova °o o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o0 0 00 0 00 c O \ \/ mot- °°° °°°° °°O °°°° °°°°°°°°°° °°°\ TO SYSTEM + NIPPLES j°°°°°°O° °°°°°°° °°Oo°°° °°°°Oo� CLEAR ' ° J000000°0 000„O^OOOOOr,r`'O '�,�0000 00°°°°00°°00 00 \\� \ 000000000 n n_n nO00C °n0°o°000000C 000 1) 0000C, / O O O O O c O O O /\ O O O a \ n 0 °^p_n �000 9 O000c T )000 0-000C 000°0C/ //� 000N000200 e r O O o°o°oc 0 0 0 7 °"°`U °"° TO METER 12 �\ AFTER TESTING &APPROVAL ° ° ° ° ° ° ° ° ° ° 00000 END CAP REMOVE TEST COCKS FROM o 0 0 0 0 0 0 °°°°°°° ° °°° " fa MINUS GRAVEL _ ' , ° °^°°°°. °o°°°°°°° °°- 4 PERF. ADS TO ,� 1 2 3 5 6 7 8 DRAIN OR DAYLIGHT DOUBLE CHECK VALVE ASS Y, 12 MINIMUM AND INSTALL PIPE PLUGS _ CRUSHED ROCK BASE TO SUPPORT VAULT DRAIN AND BUTTERFLY KEY SHALL BE PROVIDED TO OWNER .•••"'��. 2'-7Y�i" 20" MATERIAL LIST �= i �' w�''�� DOUBLE CH_CK VALVE ASSEMBLY ._ "'ti'••.Q it NOTE: 1 2" TAPPED TEE `• c_ " O7 2" TYPE "K" SOFT COPPER TUBING, LI=NGTH TO FIT` o� s TEMP. SUPPORT SHALL BE PROVIDED CONCRETE VAULT, WITH 6 —8 x4 —8 2 UNDER VALVE AT THE TIME OF INSTALL— OUTSIDE DIMENSIONS. AASHTO H2O-44 DESIGN O 6" LONG x 2" MIPT BRASS NIPPLE ( ti.' •'~•••••=••••'c,�� o ATION TO CENTER THE PIPE IN VAULT LOADING CONCRETE COMPRESSIVE O8 2" PACKED JOINT ELL, FORD L44-77 G,� EQUAL �,'�'s A► E� � �1> E E CO ESSIVE STRENGTH O 2" (IBBM) IOWA GATE VALVE (FULL OPENING FOR TAPPING) ~'`-«-• 6l` OPENING. AFTER COMPLETE INSTALLATION OF 5,000 PSI AFTER 28 DAYS. O9 CUSTOMSETTER WITH BY—PASS, FORD VF77-12B OR EQUAL, WITH VERTICAL INLET AND OUTLET. (VERIFY REMOVE THE TEMPORARY SUPPORT O4 TWO PIECE CAST IRON VALVE BOX, STD. 8 TOP CURRENT CITY OF RENTON METER DIMENSIONS PRIOR TO ORDERING CUSTOMSETTER). AND INSTALL CONCRETE SUPPORT PAD. SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT 9TEMPORARY 2 BLOW —OFF STACK, PER CITY OF RENTON STD. DETAIL. PLAN O 2" SCHEDULE 80 PVC NIPPLE (MIPTxMIPT). TO BE USED AS AN INSULATOR ,r BETWEEN DISSIMILAR METALS AND TO INSULATE THE WATER SERVICE FROM 11 WATER METER SHALL BE SUPPLIED BY THE CITY OF RENTON AND INSTALLED UPON REMOVAL OF THE TEMPORARY O POSSIBLE MAIN —LINE CATHODIC PROTECTION BLOW —OFF ASSEMBLY AND ACCEPTANCE OR PURITY AND PRESSURE TESTS. O6 2" FIPT x COMPRESSION FITTING, FORD C14-77 OR EQUAL 12 17"x28" CONCRETE METER BOX W/4t" S iEEL DIAMOND PLATE COVER. 16 118 , 20 AND 24) BUTTERFLY VALVE CHAMBER DETAIL 2" IRRIGATION WATER SERVICE DETAIL K`2_ UTfi HT-7 IA-101-7 Y� • I N.T.S. UT10 FILENAME: UT23 REGION STATE FED. AID PROJ. N0. SHEET T SHEETS HiG�"�,�'jAY ®�Sjf��] HIGHWAY �� •• 1iVV11 ®® APPROVED _ ® Washington State Department of Transportation SR 406 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES -RELOCATION UT23 PLOT DATE: 8 29 90 10 WASH DRAWN G.O. - CHECKED DNP JOB NUMBER SHEET (��" I SHEETS PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON /30/90 DELETED PROPRIETARY NAMES DNP CONTRACT NUMBERFZ7 URS CON3ULTANTa RoseWa ter Engineering, Inc.T UTILITY DETAILS APP D E x r TABLE 1 -_ NOTE: .° . .. 0 2" 0�`Er'1 PATTERN, AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL ° ,D ° ° RETUf �N BEND BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH I ' ,a o POINT FALLS IN A LOCATION WHERE ASSEMBLY 2" BEEHIVE —J_� STRAINER 2" GALVANIZED IRON CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTHa OF LINE TO CREATE HIGH POINT AT A LOCATION PIPE. FIELD LOCATE. WHERE- ASSEMBLY CAN BE INSTALLED. CAP - CUT. OPENING AS REQUIRED. AFTER - INSTALLATION, GROUT AROUND PIPE °° 22�/�' BEND 00 2" UNION » ° a c z 2" NIPPLE 6 - a °° o , M 2" 90' BEND MAX. 17"x28" CONC. METER BOX W/-%" ° e ' ° 2"x2"x2" TEE STEEL DIAMOND PLATE COVER - a 2" 90' BEND 'r�;�iTH CLOSE • ;, *Y NIPPLE BETWEEN BEND - AND TEE 2" CLOSE _ » c c „ NIP. GALVANIZED` 2 2 90B`ND� WITH TABLE 2 2 90' BEND----'- • • ' �BETWEEN-. SAFE BEARING LOADS iN L�./Sq. F �. I IRON PIPE CLOSE NIPPLE 2" GALVANIZED IRON ENDS = = 45' BEND THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE -PIPE 18" LONG CLOSE NIPPLE TEE FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER ° ° °° °° �� - a _ ° : THE PIPE EXCEEDS 2 FEET. a°° 00000 o CORPORATION STOP 90' a ° o d' . ° L SAFE BEARING LOAD OOOL JJOOOOOvo O O O » • Q, p d = z ° ° ° ° ° 2-2 90 BENDS BEND I.P. THREAD- TO ° a - O 0 0 0 OvO O J O O O ° ° v (V — o 0 00 0 0 0 0 � _°° O° °°°°°°°°°°°°°°° WITH CLOSE NIPPLE COPPER, ° °°O°OO °°°° °, *MUCK, PEAT, ETC. 0 BETWEEN BENDS SOFT CLAY 1,000 „ „ SAND 2,000 2 CAP W/ HOLE FOR DRAIN 2" GALVANIZED SAND AND GRAVEL 3,000 DOUBLE STRAP SERVICE _ IRON PIPE CLAMP W 2" IPS TAP SAND AND GRAVEL CEMENTED W/ CLAY 49000 GALVANIZED IRON IRON FIT BRONZE GATE VALVE / HARD SHALE 10,000 PIPE TO FIT �_ » SCREWED. TO FIT. 111/4' BEND WASHED GRAVEL PASSING 2 90 BEND ( *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY llh" AND RETAINED ON V4" AIR AND VACUUM VALVE 90' BEND PILES OR THE RODS TO SOLID FOUNDATIONS OR BY REMOVAL MESH FOR DRAIN 2" ASSEMBLY — APCO OF MUCK OR PEAT AND REPLACEMENT WITH BALLAST OF NO. 1452C OR EQUAL - SUFFICIENT STABILITY TO RESIST THRUSTS. » FIGURE 1 2 AIR & VACUUM RELEASE VALVE ASSEMBLY DETAIL 1 THRUST BLOCK DETAILS U T7 — 5'-0" MAXIMUM SPACING z COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN. FINISH GRADE. APPLY PACIFIC STATES CAST IRON PIPE CO. MODEL 2 OR APPROVED '� » JOINT INLET WITH LUGS. 5Y4" MAIN EXCELSIOR MATTING EQUAL. 6 MECHANICAL _ OPENING. TWO 21h" HOSE CCNNECTIONS NATIONAL STANDARD �•~,� THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS. 1 A TO SECURE 0104 w; ,�ti� » 1142" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED `O MATTING (TYP) :� f»� •tom 18 TO WITH TWO COATS OF PAINT, PRESERVATIVE PAINT NO. 43-114, � » 4" MIN. ABOVE O 20 INTERNATIONAL YELLOW OR APPROVED EQUAL. PUMPER CONNECTION %zls?'�a�°' ° 3-4"x6" PLANKS FINISH GROUND TO FACE ROADWAY HYDRANT ASSEMBLY FOR 4Y2" TRENCH. � ASPHALT CONCRETE OR BITiJMINOUS ----•' � PLANT MIX REPLACEMENT PATCH • 3" MIN. OR 1" \// PLACE 3' INTO z � FINAL JOINT SHALL THICKER THAN CAST IRON TEE, WITH UNDISTURBED SURFACE _ BE SA�'VCUT PREVIOUSLY \ EXISTED EXIST. ASPHALT 6" FLANGE SIDE OUTLET I EXIST. OIL CONCRETE _ ELEVATION �- MAT EXTEND TO UNDISTURBED SURFACE SURFACE i/ CONCRETE\j CONCRETE BLOCKING BLOCKING \/ 00000000000H 0000000000000 0000000000000 00000000000 , I o°0000 \\ o 0 0 0 0 0 0 0000000000000 ooa0000 oo°0000 j \/0 6„ { \\ EXIST. BASE , \\/ — TRENCH WIDTH I !: y r 6" GATE VALVE (FL x MJ) ��°°° FOR ALL THREE ao�0000°'� EQUAL TO MUELLER CO. A-2380-16 /,w MINUS CRUSHED PIPELINES ROCK COMPACTED \j o ° 0000; - WHERE 00 000TRENCH 6" DUCTILE IRON PIPE, CLASS 52, CEMENT APPLICABLE BAC LINED LENGTH TO FIT. TWO STEEL RODS, z BA K 16"x8"x4" MIN. 7 CU. FT. MIN. WASHED LENGTH TO FIT. SEE NOTE 6 ON UT1. cD 6"x6" POSTS CONCRETE BLOCK GRAVEL PASSING l V2" AND 4'--6» MIN. LENGTH RETAINED ON �4" MESH FOR TYPICAL PATCH FOR FLEXIBLE PAVEMENT DRAIN. PLAN FIRE HYDRANT ASSEMBLY DETAIL 2 _ � TIMBER BAFFLE HILL HOLDER DETAIL 4 PAVEMENT REPLACEMENT DETAIL(3:� (FOR UNIMPROVED SLOPES IN EXCESS OF 20%) UT8,UT10 N.T.S. _ rt:7 — REGION STATE FED. AID PROJ. N0. S HET TOTAL ' FILENAME: UT24-NO.HIGHWAY DMSiC� PLOT DATE: 8 29 90 ® Washington State SR 4°� DRAWN G.O. 10 WASH TUKWILA TO SUNSET BLVD UT24 Department Of Transportation CEDAR RIVER PIPELINES -RELOCATION JOB NUMBER SHEET CHECKED D N P PROD. ENGR. J.E. JOHNSON CONTRACT NUMBER 24 OF Z DIST. ADM. R.Q. ANDERSON /30/90 DELETED PROPRIETARY NAMES DNP APPROVED Rose��/�ter Engineering, Inc. UTILITY DETAILS CO?d$tid.TA�dT3 SHEETS APP'D � PRESSURE THRUST AT FITTINGS IN SIZE PSI POUNDS TEES 90' DEAD ENDS BEAD 45 BEND 22�/2' BEND 11 �/�° BEAD 3" 300 2,120 3, 000 1, 630 830 430 4" 300 3, 780 5, 370 � 2, 910 1, 470 750 6" 300 8, 500 112, 000 6, 510 3, 320 1, 700 8" 300 15,100 21 360 11 550 5 880 3,020 10" 275 21,620 � 30, 570 116,540 8, 430 4, 330 12" 250 33 930 148,000 25,950 13,260 6 780 14" 250 46, 200 65, 370 35, 340 18, 030 9, 240 16" 225 45,250 64,000 34,620 17,650 9,050 18" 200 50,900' 72,000 38,940 119,860 � 10,180 20" 200 62, 84 188,900 48, 080 24, 520 12, 560 24" 200 90 48 127, 980 69 200 135, 320 18 100 30 200 I 141,370 1199,960 108 150 55 140 28 280 36" I 200 I 203580 I287 950 ,155 740 1 400 40 720 • Z O J O J W of r U7 Ld Z_ ' Z O --j w o_ a- V � zL LLJ o Y > W `t Ln �QL.Li r of L'i v) F 1. J (n C) U D (n l Z 0 0 0 J W ry Ld �Z Zw o0- a- 0 ctf �0 Y� w �Ln ��- �o��F- M v Q w I- p l,J J V) U U :D (n s o o MANHOLE STEPS BELOW LANDING GRATING _ GRATING SUPPORT PLUS 3 MANHOLE STEPS ra CLEAR BEAM CL AR ABOVE LANDING » z » 24 x31 �V4 REMOVEABLE 0 0 0 0 0 0 PERIMETER SUPPORT GRATING SECTION SEE DETAIL- _-n nBOLT AND EXPANSION N� SHIELD (TYP) — WELD MANHOLE RING AND COVER ! I SPAN DIRECTON (TYP) V4%3%1 1,�" PERIMETER SUPPORT LOCATION AOBVE 7q ANGLE. ROLL TO 36" RADIUS » " " o 5 x3L�z x�ia EAM I e a BEAM_ �+ DISCONT1NUE PERIMETER WELD — SUPPORT AT BEAM (TYP) . - 1EX1 LT W UPPORT - " LIP N ' �`a O S.S. BOLT W/ EXPANSION . SHLD. SHIELD. LOCATE AS SHOWN ON — — ' -no SS BOLT - LANDiNG PLAiJS. x'x "x''h" iPi 1 EXPANSION SHIELD t » BEAM SUPPORT MANHOLE STEPS 1_� CLR. EA. END'OF CLIP GRATING PERIMETER SUPPORT ANGLE (TYP) , PERIMETER SUPPORT DETAIL BEAM SUPPORT DETAILS 2 SECTION A —A N.T.S. UT17,UT25 N.T.S. UT17,UT25 x CAMLOCK MANHOLE RING AND COVER. SEE STANDARD r FINISH GRADE PLAN B-25 °r° EL 66.0 DRILL AND TAP 12" DUCTILE IRON LEVELING BRICK 8"MIN. PIPE AND INSTALL 1 FORD STOP 12" MAX. C - -- F1000-90' ELL #L44-44 (2 REQ'D) - 24" TO 48" PRECAST CONC. c 24"0 ECCENTRIC CONE SECTION GROUT C PRECAST CONC. MANHOLE SECTION o 0 i o 0 0 0 0 0 t PRECAST TOP SLAB MANHOLE RING AND COVER TO BE 24" CLEAR 48"0 OPENING EQUAL TO OLYMPIC FOUNDRY CO. WITH SOLID LID EXCEPT FOR ONE 7/t" DIA. 72"0 SEE PLAN FOR LOCATION " .. LIFT HOLE 8�z FROM CENTER. COVER PRECAST CONC. OF ACCESS MANHOLE COVER SHALL HAVE WORDING "WATER". MANHOLE SECTION 8" MIN. — 12" MAX CONCRETE LEVELING BRICK MANHOLE STEPS ® 12" O.C. OR PRECAST RINGS. SEE STANDARD PLAN B-24 48"x24" OFFSET CONE SECTION A c A 19" HIGH FOR VALVE CHAMBER. PLAN LANDING CITY OF SEATTLE DESIGN t PLASTER SMOOTH INSIDE AND BEAM SUPPORT 4_ OUTSIDE FACING OF ADJUSTMENT SEE DETAIL® EL=53.0 PRECAST CONC. RINGS WITH V2" THICKNESS OF GROUT _ BASE SECTION 48" I.D. BASE SECTION WITH PRECAST CONC. WALL SECTION PLUG MANHOLE STEPS 12" O.C. CUTOUTS TO MATCH THE RISER 36" CASING PIPE SECTION FOR 12 WATER MAIN. T1 36" CASING PIPE PLUG 18" BLOW —OFF 18" BLOW —OFF o o u DRAIN LINE SHELF DRAIN LINE 0 0 CHANNEL 0 o CONCRETE SUPPORT PAD 2" MIN. • ' 0O°O°O°O°O°O°O°O°O :. INSTALL EPDXY NON— °°°° ' I SHRINKING GROUT POURED IN PLACE 6" COMPACTED OpoO nO�nO°�nOO^2 , O?7 noO n0000 � ( O00.0 C)9 no0�n00 (�o0 00, ' noo O » °°oCOMPACTED I I GRAVEL,:' o°`COMPACTED FOUND. GRAVEL'o8°, 6 MIN. FOUNDATION SLAB 18 IE=38.93 FOUND. GRAVEL )O..nU.'nOv nO ;nU" nu n0 �n0 nU .,nOCO� CONCRETE SUPPORT PAD AU.....` ` ELEVATION ELEVATION ELEVATION � 12" GATE VALVE INSTALLATION W " HOLE �ST26 DETAIL ABYPASS ASSEMBLY 1 � MAN 4 �..,,,�.�. N.T.S. UT7,UT16 N.T.S. UT10,UT14 - U T10 9 1 FILENAME: UT25 REyOCN STATE FED. AID PROJ. N0. SHEET TOTAL I-�i�AY D1Vi�i®I� PLOT DATE: 8 29 90 ® �V�8h1l�tOn �� SR 405 DRAWN G.O. 10 WASH r� Ti UKWILA TO SUNSET BLVD UT25 CHECKED DNP JOB NUMBER ® Department ®t Transportation CEDAR RIVER PIPELINES -RELOCATION SHEET PROD. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON /30/90 DELETED PROPRIETARY NAMES DNP coNTR,acr NUMBER FZ� APP'D APPROVED uMa CO?d$ULTA]dT3 Rose1X/a ter Engineering, Inc. UTILITY DETAILS SHEETS i m N a N O V) J F- Q _J Q U � o W V Of J Q W F- Z W � O a- w 0 X u o Z W > Y p Of n Z Q pp O' f- CA 't Q . _1 W Li J (V) U U L/) 1 �— 8" QUARRY SPALL LINING F- LENGTH OF DITCH ENTIRE LENGTH OF DITCH ... ®... _... ®.. _.. SEE DETAIL TO BE LINED --WITH STUB 8" DRAIN PIPE OUT F _ ... _... ®.._.. — DITCH FLOW8" QUARRY SPALL 1' FROM 2A FOOTING _ �•... _... _ 8 IN. DIA. _ DRAIN PIPE WALL 2A PVC DRAIN I 1I FINAL SURFACE TYP. - � - FOOTING DRAIN WALL 2A I '- PAVED B`t' OTHERS ( ) 8 IN. DIA. I�� _-_; ; :., WALL 2A .CAST' METAL .INLET NOTE: SET CAST DRAIN INLET FRAME ;AND . QRATE TOP .OF .GRATE MIN. 1 INCH y•.F,•. WALL 2A SEGMENT S I WATT 2A SEGMENT T - .*PER* WSDOT *P.LAN.. EXCAVATION MIN.BELOy.TOP OF•FOOTINGWALL BOTTOM ' • • . � � • ' ' • • POUR ASPHALT TO UNDERLAY • . " - • GRAVEL I GUTTER DRAINAGE 6 IN. DIA. 8 0 • DRAIN PIPE D.I. DRAIN PIPE — _ — DRAIN PIPE 8"0 45' — —. — -- — — �, PVC ELBOW cn i I j" - TOP °°°°°o°oo - w� 8" DRAIN BY OTHERS _)0°°° Z _w BACKSLOPE ::::.:..:. Ii POUR ASPHALT CONCRETE ¢ WALL 2B ' GUTTER TO UNDERLAY 8" QUARRY SPALL —� 6" DIA. UNDERDRAIN I I 6" DRAIN PIPE �� • '�� -��-�••-�- i� _ �--- 2 PERFORATED CONSTRUCTION � GEOTEXTILE o' " r I J ��6 DIA. D.I. — o0 o000 0°0 o°c= — — — — o 0 0�0 0 0 - FABRIC I DRAIN PIPE 1° o°o°o°o°o°o°c '°°°°°°°°°°°°°°c °° '°°°°°° DRAINAGE DITCH DETAIL — LN LINE BACKFILL GRAVEL 6 IN. DIA. CONSTRUCTION N.T.S. — WALL 2B PANEL 56 I I FOR DRAIN GEOTEXTILE FABRIC *INSTALL 6" SPECIAL SOIL MIX P UNDERDRAIN PIPE BR C TYPE 2 TO FOOTING DRAIN WALL 2B FINISH GRADE (172 C.Y. ESTIMATED) — — — PLAN — WALL 2A & 2B DRAIN N.T.S. O O°� 0°�° FINISH GRADE L>A CONSTRUCTION GEOTEXTILE GRAVEL BACKFILL 6 DIA. FABRIC 3 IN. DIA. DRAIN . PERFORATED 18 SEE PLAN ®12 IN. O.C. FOR DRAIN PIPE UNDERDRAIN I CONSTRUCTION GEOTEXTILE FABRIC FOR UNDERGROUND DETAIL OF 4 DRAINAGE DRAIN WALL 1 SEE DETAIL • PLAN — DRAINAGE NORTH END WALL 213 26 . -o0o.0o000o.o� — °°°°°° —GRAVEL BACKFILL 1 0 S TA LN 2 5 6� 9 7 °°°°°°° ° ° FOR DRAIN 00 N.T. z o �°°°° r 4 MIN. CONSTRUCTION '°°° °° 1' 1 ° ° GEOTEXTILE _FLOW °° 08,0 FABRIC ; 6 IN. DIA. PERFORATED WALL 2A Do -:00 6 IN. DIA. D.I. UNDERDRAIN -. DRAIN PIPE 2 4 WALL 2B PANEL 5 1 MIN. TYPICAL UNDERDRAIN FOR WALL 2B DETAILI�2 N.T.S. — J GRAVEL BACKFILL FOR DRAIN J �� _— _ 3 PROVIDED BY GUTTER DRAIN OTHERS _ FINAL PAVED SURFACE r— BY OTHERS 1 CAST METAL DRAIN (FRAME AND ` f GRATE) PER WSDOT STD. PLAN B-4 —' L- —7 BOTTOM OF EXCAVATION FINAL PAVED SURFACE WALL — BY OTHERS 2A I I — — 2 DUCTILE IRON REDUCER - / 10 " x 8" M J x M J SEG. 5 I ( / / 2 3 8 DIA. DRAIN PIPE SEE DETAIL — I I / SEE DITCH { 4 6 DIA. D.I. DRAIN PIPE TO BE CONNECTED DETAIL Q " TO FUTURE STORM I / — 1' I STUB 8" DRAIN DRAIN BY OTHERS �. �.�•,:�•�- :,� 1 - - 0 ° _ FLOW I TO BE PROVIDED ONE FOOT OUT — — — BY OTHERS FROM FACE OF r_ a — — I WALL 2A BOTTOM OFoc, "AUGF"�. EXCAVATION �— — — — — SEE DETAIL 0 TYPICAL WALL DRAIN CONFIGURATION SECTION g qZN.T.S.SECTI ON A —A =,��sl9101 .C� FILENAME: UT26 REGION STATE FED. AID PROD. N0. SNOT SEAS HIGHWAY ®��L PLOT DATE: 8 29 90 Washington ��a�� SR 406 DRAWN G.O. 10 WASH ' KWI UT26 U LA TO SUNSET E�LVD JOB NUMBER ;. ,"' Department ®f Transportation CEDAR RIVER PIPELINES -RELOCATION CHECKED DNP � � SHEET PROD. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON CONTRACT NUMBER U• WALL AND GUTTER DETAILS 60FOI rAPP'D APPROVED Tom, RoseWater Engineering, Inc. WALLS 2A & 213 . SHEETS E X r • E X Z 0 Q V) U J w �o �w Z 0 ?� W , 0 — Z U Or Z 0 � 0 0 > W Y O Z r-o 'If �a5� M,Q-< _WW (� 0 t— W _j V) U U � ( FILENAME: UT27 ' PLOT DATE: 8 29 90 DRAWN S.L.G. CHECKED DNP PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.Q. ANDERSON 24" CASING THRUST BLOCK 24" CASING THRUST BLOCK THRUST BLOCK VI(ITH / THRUST BLOCK SHACKLE RODS THRUST BLOCK THRUST BLOCK 10 12" MJxFL CROSS. BLIND FL ON / 12" TEE (MJ) BOTTOM. BLIND FL W/2" TAP ON TOP 7 / 12" WATERLINE THIS CONTRACT STA. N18+04-1'LT. 12" TEE (IAJxFL) STA. N19+40-11' LT. 12"-45' SEND (4AJ) '`t j'`' Y� STA. N17+48-2'LT. JillMJ PLUG _ / O " " O W ,n N LINE + _j z + / 00 Flo - / 12" GATE VALVE 'r J SHACKLE 250 LB., IN VAULT < \ / ALL JOINTS 12" GATE VALVE 6" GATE VALVE 250 LB., IN VAULT FLxMJ 12"-90' BEND (MJ) - - STA. N17+38-7'RT. ' / TEMPORARY PLUG .. - BEFORE CONNECTION t / (CONSTRUCT PRIOR TO PRESSURE TESTING, - PIGGING, AND PURITY TESTING) / THRUST BLOCK WTH / THRUST BLOCK SHACKLE RODS THRUST BLOCK THRUST BLOCK 10 12" MJxFL CROSS. BLIND FL ON 12- TEE (MJ) BOTTOM. BLIND FL W/2" TAP ON TOP / 12" WATERLINE THIS CONTRACT STA. N18+04-1'LT. 12" TEE (MJx STA. N19+40FL)� 12"-45' BEND (MJ) - LT. -MJ PLUG STA. N17+48-21T. � —cn - - - - / " " V JZ L ,N N E + � /i �o cn 12" GATE VALVE / 250 LB., IN VAULT \ / I �� 12" MJxFL CROSS. BLIND FL ON BOTTOM, ; .t.• FL W/2 TAP ON TOP . 12" GATE VALVE — BUN :..: C.0 - - -- \� �� ^ . - _ _ � 250 LB., IN VAULT 12"-90' BEND (MJ) / M P ,D " STA. N17+38-7'RT. / i --�� ' 12 GATE VALVE � i I 250 LB., IN I i` VAULT SHACKLE ALL JOINTS 6" GATE VALVE FLxMJ / J ^ VALVE IN VAULT THRUST BLOC Q 6 W TO BE NED _j OR REMOVED J �� -- g"y� -� �- —�----------- - 6"W-- —�— ---6"W--- 6"W-------- ----- 12"-45' BEND HOR. MJ <L z 12 -22� EMEND VERT. (MJ / STA. N17+55-24'RT. -' � , ' THRUST BLOCK t.. 6"-90' BEND (MIJ) SOLID SLEEVE EX. 6"W TO NAF CO - - - - --�- - - - - - - CAP AND ABANDON 6" IN PLACE THRUST BLOCK l-770[o 12" TEE (MJ) 12"-90' BEND (MJ) / THRUST BLOCK STA. N18+08-21'RT. i/ 15' 12' 12' C� i REGION (STATE FED. AID PROJ. NO. 10 WASH JOB NUVBER CONTRACT NuUBER PP'D NOTE: NEW CONNECTION TO 6" NARCO LINE AND 12" CONNECTION TO EXIST. 16"W IN HOUSER WAY MUST BE MADE BEFORE PORTION OF 6"W IS ABANDONED OR REMOVED. AFTER CONNECTION WATERLINE CONNECTION DETAIL � ; U T10 N.T.S. T TOTAL SHEETS HIGHWAY DMSION APPROVED � Washington Statue Department of Transportation URS $ RoseWater Engineering, Inc. _ f a SR 406 TUKWILA TO SUNSET ELVD CEDAR RIVER PIPELINES -RELOCATION WATERLINE CONNECTION DETAILS UT27 SHEET 270F27 SHEETS