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Home My WebLink AboutzW-0192SetI W '2 J W 16'x 6�� C.I. TEE (MJx FL), STA. 1 +73 a jlroo F- I 6'GATE VALVE (FLxMJ) EX. 2° POTABLE WATER PIPE z 3400 6° D.J. PIPE (MJ). , 6 LF. a 8 "STL. FIRE MAIN W 5"MV0 FIRE HYDRANT (MJ) }I - 6° FOAM WATER MAIN 8 "x 24" C.I. G.V. BOX JO I I -� � W J '... Ld• :.. I6'x 6° C.I, CROSS (MJ x FL) , STA. "^ 6 °GATE VALVE (FLxMJ) a ' I _ 6' ' G.I. PIPE (MJ), 6- LF. ' 5'MVO FIRE HYDRANT (MJ) i 1 6" C.I. PLUG (FL) /i:1 I . x I 0 32 < 8% 24" C.I G.V. BOX / ASPHALT a / /-1ROAD \ 3 I � III I t /12., CMP \ I 0 / ,� STORM I \ CHAIN LINK FENCE �� X X X X X III N Z PROPERTY LINE 1 * - " 4 TRAVERSE LINE -- / F� NEW 16j':D.I. (T J.) WATER MAIN CC"' 5QOL F', I tql 301 UTILITY Fit EASEMENT —X j I , . TEPP. S S1� O I STEPS O CHAK FENCEI -X % I T FIRE : - MAIN 11 (EX.. LINE TO BE A.BANDONE,D a HYD_ REMOVED) MOBIL OJL SERVICE PLAN HORIZONTAL SCALE 1" = 401 40 40 �16 GATE VALVE (MJ) , STA. 0 +37 W, 16' VALVE VAULT CONC. INTER, STA. 32 +97.21 NORTH a SOUTH / STA'. 0 +00 WEST W Q 0 _z J -STA. 33 +00 SHOWN ON SHT.II `— DIE TECTOR r-W3y 4 METER VALVE (5 x5' BV -FLO aUVALVE 8°i2' (7x•9) 18 MOBIL OIL 6 "a 2° WATER ( __ (_ STA. 0 +90 W. SEE SPECIAL DETAIL ON ,I 20 19 18 17 16 15 14 13 12 11 10 9 8 40 40 �16 GATE VALVE (MJ) , STA. 0 +37 W, 16' VALVE VAULT CONC. INTER, STA. 32 +97.21 NORTH a SOUTH / STA'. 0 +00 WEST W Q 0 _z J -STA. 33 +00 SHOWN ON SHT.II `— DIE TECTOR r-W3y 4 METER VALVE (5 x5' BV -FLO aUVALVE 8°i2' (7x•9) 18 MOBIL OIL 6 "a 2° WATER SERVICE CONNECTIONS STA. 0 +90 W. SEE SPECIAL DETAIL ON MOBIL OILSERVICE _ IN SPEC. DOCUMENTS LIND AVE CL 25 • 20 15 10 AS BUILT 12-30-76 W- 192 LIND AVE. S WATER MAINS PROJECT REB OCT. 20, 1974 R E B — AS SHOWN 412 14. 15 r; .'vl, . rz. %(= "sLi:Itr:srt � � •. � _ 9 10 11 12 13 14 15 16 17 18 19 II � 8 "x6 'c.l. TEE (MJxFL),STA.4 +00 30' SEATTLE PIPELINE R 6 " G.V. (FLx MJ) - J -- 6 " D. 1. NIPPLE , 4 L.F. 60 CO NC WATER Al ' 5"MVO FIRE HYD. (MJ) w - Se'S+3w•+:,i"�a;a'm ->�t �r'h ct+x- u.;saa tx ,ww*�_,es'*:' -- -- - -. 8 " C.I. PLUG (MJ) 8 "x24 "C,I .,VALVE BOX - -- — -- SHACKLE UNIT za +ao} - ,....;. S.W. L3 iCC] ST. 26t-00 2s 00•' PIPELINE P CHANNEL k AL 150 / .! /v I INT. STA. 27 +LO.35 NORTH d SOUTH SWAMP STA. 0 +00 WEST j�8 G.V. (FL zMJ) ,STA .O -17. • �--�__ TOE OF BANK / Zj 00 27 00 8' "x G.V G.V. C.I. BOX PROP. LN & _� TRAVERSE LN. ° °+ '� I� -i � .�, xn•+��'v = NEN1 8a (�N�(T�) ` *WAT.ER MAII�i•3 -r `' �" I C F� ''` *�'x '� -!` Al /' in t.,x '✓ 1. `24 x 8 C.I. TEE (MJ x ). STA. 27 +255 11 9SP•FI. Cn w I f ROG1D 6 +00 I `I ~ > SEE SHT. 10 FOR MAIN PLAN 2e 00 Uj 28 +00 F Q OLYMPIC PIPELINE SERVICE w o 0 � - z --� P LAN N :.... _..... x W :..... .. ..... ........ O 30 z x 40' 40' 5 +00 4+00 3 +00 2 +00 1+00 0+00 - ,30 25 SURCHARGE LEVEL 22.00' 1 �� " 20 -- EX, GRADE _TRAVERSE_ LN. __— ___--- _- - - - - -y -- - 'FINAL SUBGRADE I ELE I .00' � I I _ NEW124" W.M. 15 / NEW:. 8" D-1. (T. J.) WATER MAIN ... P OF PIPE ELE 1 j 1 I d i d. i !, L II I I f g( 1 20 19 18 17 16 15 14 13 12 11 10 9 8 mm LATECOMERS BOL)6DR;Y� !•- °° — °e —�• � � NIO BIB 01� co. 1 e 1 1 GIR C{ER PARK INC. 1 1 N I'. 35' 12" E - 782' r 2 4" WATER MRIN in I I 6oLU GA GRI+IN MhCARON Ca. I GIRC?ER PARK 1 I ° I I I I I I II 6I � 1 9 i I I jl 1 1 Z i I >< II 1 i I w III 1 I 1 1 I I 1 p I z 1 m I Y I p I a ! C I mll K I w I e LATECOMERS AGREEMENT, LIND AVE. S. m ' I SOUTH of MOBILE OIL AGREEMENT ZI; RECOVERY to CITY of RENTON. 4146,425.78 v~j fi I h TOTAL. PROJECT COST $ 161,282.35 f I LESS OVERSIZING $ 14,856.57 ASSESSABLE FRONTAGE 3,880.08 w = COST PER FRONT FOOT 37.737825 I 1 o D 3 I i o x 1 N I!F aD: .- Q 1 N 1 p I IU E' 1 w I � I Ili � �I II I 1 1 517.14 +e CEN, Sr. 30'25 -S' I N 1' SO' 22" E 2102. 78' To N &COR- _ + _______ L_______ ___________ _ _ _ _ _ EAT 12" WRTER MRIrw _EAST 'VALLEY HIGHWAY CITY OF RENTON DEPARTMENT OF ENGINEERING W— 152 LIND AVE., S- WATER NiRIN LATECOMERS AGREENIE7,\IT to CITY DA,.., 6-Z-77 I FILE NO W- 1`iz SCALE= 100' FI ES.D BOO 21�yAG� EHEET_L_OF_L_, P 6, F.Z,� SCALE 1' = 100' o PARCEL tZ 54.2r. PARCEL }` -1 ' - - uj A G 27G.80 : 1 "'1 - 11 11", u -i " , , k, r—v L (3) < Lij PARCEL *3 co oo GG,bgG-89 co Lo LP,7EcoMER5 BOUNDRY 577.01 T Q 3a < LIND AVE. SW + 49.+7' 40' � T, 40, GO 4d co 5 PARCEL i� 9 --�-1007 — 36 13d 30,136 G40'- o 0 0. Q 9p X9,$88.12 Ld < = 1 O. PARCEL k3 N Ld y N cn cr 0- PARCEL V7 Ld 2. 0 3G 203.82 (n cf) o cn CV C-\l z Ld U-) 4y P. T- M A 1 OD 45 J N 0 c' LPARCF-L 4r PARCEL 4 5 - - -- -- G�S--- - -- 458.88 -- ( '� . lkI ... ... ... ... 4 ---- co PROJECT COSTS Lcitecoyner - BqSe i(o' WotervywA 4- Fill - (10-6-!� 3 5 6,-7 r. 4% IDq- Oversize to 24='Wafermu' 'yi (Bw,jjap, N•) 3(b, 1-70, 55 T.+. I 392,S)35.4-9 LPTECOMER5 C05T,5 Latecomecs Value , -I- 35ro,-/64,94- Total Assessable Front Fwtc,,P- 7090.14 Ft Ca',c,AIckte6 Cost Rr Frovit Foot i 50.31846I LATECOMERS AGREEMENT IN FAVOR OF MOBIL OIL CORPORATION CITY OF RENTON ENGINEERING DEPARTIVIFNT W =192 L,47ECOMER5 + CONSTRUCTION AGREEMENT (LCAG 2067-72) UND AVE. 5. WATERMAIN DESIGNED BY DAT—jg—' FILE N..�-j 9 - DRAWN CHECKED SCALE -1' 10�%� FIELD R -ooK!L7—L REVISION BY APPR. DATE APPROVED SHEET— I . ....... P PARCEL 0 G 57, 055.10 lu lkI ... ... ... ... 4 ---- co PROJECT COSTS Lcitecoyner - BqSe i(o' WotervywA 4- Fill - (10-6-!� 3 5 6,-7 r. 4% IDq- Oversize to 24='Wafermu' 'yi (Bw,jjap, N•) 3(b, 1-70, 55 T.+. I 392,S)35.4-9 LPTECOMER5 C05T,5 Latecomecs Value , -I- 35ro,-/64,94- Total Assessable Front Fwtc,,P- 7090.14 Ft Ca',c,AIckte6 Cost Rr Frovit Foot i 50.31846I LATECOMERS AGREEMENT IN FAVOR OF MOBIL OIL CORPORATION CITY OF RENTON ENGINEERING DEPARTIVIFNT W =192 L,47ECOMER5 + CONSTRUCTION AGREEMENT (LCAG 2067-72) UND AVE. 5. WATERMAIN DESIGNED BY DAT—jg—' FILE N..�-j 9 - DRAWN CHECKED SCALE -1' 10�%� FIELD R -ooK!L7—L REVISION BY APPR. DATE APPROVED SHEET— I . ....... P y 30' 30 '! - �I U O NEW 24° CMP URAIN,40 L.F I i1, J,� o , ;I + N AREA OF PARTIAL FILL ELE_ 12.00' < Q I m ai N 2- 21 "CONC. PIPE STORM DRAIN I I I U M z INT. S..A. 25 +38.35 I;I ._Il00 �) I _ v ENCASE 24° WATER MAIN WITH 30° CMP OR STL CASING PIPE - F \ AREA TO BE FILLED a 4pi 1�1 � `� -EDGE OF WATER? °-°i �y I I tti f. LIND AVE. S. W. oI mm o o i � MARS Si o ' � I 24 n 2as.6r, / / ' ate I •.I _ � � � _ jl. � �. an I Ilk ! 6" G V. (F(- x MJ) / / ! I i ,:i --� �GLll�l� 24 BTFLY VALVE (MJ) STA. 25 +10 TS STAND BTFLY V. VAULT 1 t �'+ �2 0 P.P. ^cd��BTFLY VALVE(MJ) STA. 26 -f 85 %� z 15' -\-- ; z .�\ tr4N�PCEX4L)(F.J.)SiA.27 +60 g4�xy"(FLzMJ} (MJxFL) S A.30 +60 ill S' -AND. BTFL" .VAULT I 5 M1.0 FIRE HYD.;MJ) 5" MVO FIRE HYD. MJ X - --r - x- -.._ ..Y - ._---- -- - -x - - -- -.._..___>, .__ 6" NIPPLE,4 L.F. I f i 24'x 12" C I CI<<1SS (sd Jx FL STA. 25+-30 Z [Z 2- 124'G.V (FLxMJ) 1 j i c li_z NG ? "E= STATIONING ALONG EASTERLY R I'N TO STA. ) I 1- ".I 2- 12"C.I PLUG (MJ) W -'i 1 l?" ST I ; lYt •} I-� 25 +80.0 EX. ;6��Li I_. OLYMPIC PIPELINE(-) Box CULVERT 1'x 1' ; w c ' INT OLYMPIC PIPELINE. I II< LLJ 3O �� PROP. LINE STA. 2 7+20 + 5 I i HORIZONTAL SCALE :i " =40' (n ; LIND AVE. EXT. NOTE STATIONING ALONG EASTERLY PROP, LINE OF OLYMPIC PIPELINE SITE. (� 6000NC. PIPE, MAIN. FROM STA. 25 +80.0 rr) I RIGHT OF WAY PLAN II �II I I,I I!I I I e i p "r 1 I I I lal I I 1 I'1 I la� 1 I I I I I I5I 41 m *NOTE* ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH A.P.W.A. SPECIFICATIONS. fi Il NO 7 v i _b vwTL I; i�T /, . `G s i^* ,f�d It�r a� f �� l ji a9 / I jr kaY 4 0 lrEE3 - A \ y� I' 4 }.. ` t` r^x1ef..ei�j `� �'rY +Li �'•,. l 4lE - .; !� t c ly� y of P w o N �k I .( it t "`.�.I. J 1 j v \� - N }�' - f"� i.?s,,� ri f, 1�. j.�� Ill{• \�� t\. , E �� Ltc -.�: _ _ � .� ' _- _,rI;S Iii 1 - {�i.it ' .ate � �. U � \\'�l'I •i y� te� 4 !i ( _�- / ec `...coc �` vH 1 != 4 �d' Lu lk - �. -ih-1 t-� 1 ti`i,y}tlF 3p »� �,,�. . '' �_� a I. I-`- �, r r� � 1' rI , ?, ia�,�ll� fii � ;��iF� 6 � ��r9 r � C.'T' � .'I ' ttb ;➢ � �' -- I V { • t� S - - I `- � `� �-� • "� -i, 3 Sid; a er.1.i.. t 3 �� r � � :':mss -c - ri — � - � °s�r�,` \ %`:~ t��i't^+n I Ell tis� �� -�� r "�+s•"�; � _ ,?- _• a i F �_ F dxi# Y mil #I '`�aeC�,• -� + , °- e - e i I r- , t s v o s a i 74 -;max ngq��T'� {� r it F .'l _� kk I t t[q 3 A* �_ r - '�'��. 4��f Q'�c � IJ� �'S R• s, 1`7 Ili . � � +� 1I A; j I aI ARE 11 � g"j- I 4 MIT � Li �ir,,_i� _t 1�3 _F - _� " Y� J I i + ,. � I i', � ,Naa of a -� ` I �I``i t CITY �FIc'E1RTT01lT �.„ _� s -- : I � � — Li° W,4SH/NGTON _ AS- 3UIL.T 12- 3c -76. a. . oF h CITY OF RENT ON DEPARTMENT OF ENGINEERING '- 11V —192 ss�o'�nr LIND AVE. S.W. WATER MAINS PROJECT DESIGNED REB DATES T_7 i Cr.�g7 —qLE NO DRAW R E B SCALE AS SHOWN CHECKED FIEio BooK_pAOe_ NO. REVISION BY APP.. DATE APPROVED 1 SHE OF_, IE llllill VIII I'E I 1 1121 I'' ICI "E 13I I E ' I ' E I4� i E I,E '5I E I E I6 I GENERAL VICINITY MAP PLAN INDEX I COVER SHEET 2 PLAN I IVD EX & GENERAL VICINITY MAPS 3 VICINITY MAP 4 BID SCHEDULE INDEX 5 EMBANKMENT/ FILL DETAILS 6 EMBANKMENT/ FILL DETAILS 7 DRAINAGE STRUCTURES & ROADWAY 8 LIND AVE. PLANS STA. 0 +17 to 10 +00 9 LIND AVE. PLANS , STA. 10 +00 to 22 +00 10 LIND AVE. PLANS, STA. 22 +00 to 33 +00 1 1 LIND AVE. PLANS, STA. 33 +00 to 44 +50 12 LIND AVE. PLANS, STA. 44 +50 to 46 +52.49 & SW. 29th ST. PLANS, STA. 0 +00 to 8 +00 I3 S.W. 29th ST. PLANS , STA. 8 +00 to 13-x-26.17 14 MOBIL OIL SERVICE PLAN 15 OLYMPIC PIPELINE SERVICE PLAN *NOTE* ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH A.P.W.A. SPECIFICATIONS. fi Il NO 7 v i _b vwTL I; i�T /, . `G s i^* ,f�d It�r a� f �� l ji a9 / I jr kaY 4 0 lrEE3 - A \ y� I' 4 }.. ` t` r^x1ef..ei�j `� �'rY +Li �'•,. l 4lE - .; !� t c ly� y of P w o N �k I .( it t "`.�.I. J 1 j v \� - N }�' - f"� i.?s,,� ri f, 1�. j.�� Ill{• \�� t\. , E �� Ltc -.�: _ _ � .� ' _- _,rI;S Iii 1 - {�i.it ' .ate � �. U � \\'�l'I •i y� te� 4 !i ( _�- / ec `...coc �` vH 1 != 4 �d' Lu lk - �. -ih-1 t-� 1 ti`i,y}tlF 3p »� �,,�. . '' �_� a I. I-`- �, r r� � 1' rI , ?, ia�,�ll� fii � ;��iF� 6 � ��r9 r � C.'T' � .'I ' ttb ;➢ � �' -- I V { • t� S - - I `- � `� �-� • "� -i, 3 Sid; a er.1.i.. t 3 �� r � � :':mss -c - ri — � - � °s�r�,` \ %`:~ t��i't^+n I Ell tis� �� -�� r "�+s•"�; � _ ,?- _• a i F �_ F dxi# Y mil #I '`�aeC�,• -� + , °- e - e i I r- , t s v o s a i 74 -;max ngq��T'� {� r it F .'l _� kk I t t[q 3 A* �_ r - '�'��. 4��f Q'�c � IJ� �'S R• s, 1`7 Ili . � � +� 1I A; j I aI ARE 11 � g"j- I 4 MIT � Li �ir,,_i� _t 1�3 _F - _� " Y� J I i + ,. � I i', � ,Naa of a -� ` I �I``i t CITY �FIc'E1RTT01lT �.„ _� s -- : I � � — Li° W,4SH/NGTON _ AS- 3UIL.T 12- 3c -76. a. . oF h CITY OF RENT ON DEPARTMENT OF ENGINEERING '- 11V —192 ss�o'�nr LIND AVE. S.W. WATER MAINS PROJECT DESIGNED REB DATES T_7 i Cr.�g7 —qLE NO DRAW R E B SCALE AS SHOWN CHECKED FIEio BooK_pAOe_ NO. REVISION BY APP.. DATE APPROVED 1 SHE OF_, IE llllill VIII I'E I 1 1121 I'' ICI "E 13I I E ' I ' E I4� i E I,E '5I E I E I6 I W a � 4 - VINT STA. '25+40.35 .INT. STA 19 08.88 A w w r- 4 � � I W a% I co SHEET NO. 10 MT. STA. 26 +15.35 / cc GULF t11L .._s OR . i FORMOST MCKESSON, INC a! s INT. STA. 0 +00 wI . 11 +28.88 _.�..._.�... - — CO _ i xI \I I icw ICI wAr f i SHEET NO.8 3 TIJC' Y�' 130 r as r tl� SF FRANK EDWARDS JR . INT. s`ra 12 +08.88 WAM AVE. S. W. �,N t ^'Y NEw 24 D.I.. WATER M s SHEET NO. 9 l r I i 4 cV !, CITY OF RENTON, i FORMOST MCKESSON, INC a! s INT. STA. 0 +00 wI . 11 +28.88 _.�..._.�... - — CO _ i xI \I I icw ICI wAr f i SHEET NO.8 3 TIJC' Y�' i I a 3 1Y O INT. STA. 25 +40.35 .N'!- STA. I9 +08.88 FRANK EDWARDS JR . A I W EMBANKMENT TYPE 2 AVE. S. W. vr. � r INT. STA, 26 }15.35 I GULF OIL CORP. N rn B a N 0 �-- TYPE srA.0 +00 EMBANKME T I � 1, I�� — STA. 20 +70 - :, STA. 20+40 150' SaP�CIAL I� \`INT SEATTLE I MAIN " B XING TYPE s EMBANKMENT a, VIM CITY OF RENTON 30 4 a INT. STA. 12 +o6.66 \. 4 bt ,1 Ili'r a -i A_ i1 +26.66 I a I S 30' 3d FORMOST McKESSON , INC THE AUSTIN CO. <I �1 INT. STA. 0 +00 co 31 CIO XI I 1 1 I I I 4$ 45' Z SCALE: I"= 1001 .EMBANKMENT TYPES REFER TO CROSS; SECTIONAL PROFILES, SEE SHEET 6 FOR TYPICAL CROSS SECTIONS t.4A �,- 1 d4A L ° r y— hi�rlwAY EMBANKcMEN'fT / FILL DETAILS I 51 ?.14 2120.18 N I/4 !:0'S. 30 -23 -5 �C Ham°^ AS BUIL7 12 -30 -76 CENTER SEC. 30-23-5 �Y — -- _# �-0{ - - - -- — �/ EX ..lA�_ M/ If. 'Chi •i o CITY OF REiVi'ON I DEPARTMENT OF ENGINEERING I W-102 — LEND AVE. S.W. WATER MAINS PROJECT From S.W. 16th ST. to East Valley Highway ? j DESIGNED REe -1 DATE OCT. 20. 1974 FILE NO. _ DRAWN RE8 _�-- — I�ICtos I SCALE 1 "- iOO _ p ^orc2ZZc•��r�— CHECKED -_ I NO. !� REVISION 3Y APPR. ,'I DATE I APPROVE SHEET -. 5. OF_15 oiwmon ar cve�Heenlr+r. erxn�cx roar i000.l , nrao��eo a -- .. .. _ ........,. .. ....... _,_._..,__. .__ , .,....- ... -... __. __ _ _ .f. -..vxs -. -. I2 1 l �•1'� I I ICI �' 1'�' I'I 1 1 1'� I 1 0__� 3 45 FORMOST 80• l STREET R/W AUSTIN CO- - I I SURCHARGE LEVEL CZ ELE. +22.00 16' 20L 16' FINAL SUBGRADE G ELE, + I6.00 / —i° II -' z o-- EMBANKMENT TYPE I I X- SECTION /I I8' FROM STA. 2 +00 TO 11 +78 PHASE I ARMEX.-GRADE OLDER FILL -EL + 14,09' 0AW/ G'11111\\ F .2 :1 2:1 �/ -- I -- - PIPE INV. + 12\ �1' OLD FILL \ OLD FILL d APPROX ORIG: GRADE EL E. +10 00: I i I LINID AVE. S.W. I FnwARnS STREET R/W GULF a CITY OF RENTON LIND AVE-. S.W. HORIZONTAL SCALE :I0 =10, VERTICAL SCALE : In= 3' EMBANKMENT TYPE 2 X °SECTION 25 FROM STA.11 +78 TO 24 +40 PHASE I SURCHARGE LEVEL ,_CL ELE. +22.00 301 401 - ->I 24 �� -16 —1 - FIN AL. SUBGRADE CE ELE. +18.00 \ I I I PIPE INV.+ 12.00'_D \ \� APP4`nY Cv,er,Li!_ r_Pnne EMBANKMENT TYPE 3 X- SECTION z5 FROM STA. " +70 TO 38+52,5 PHASE I R PARK EMBANKMENT TYPE 4 X —SECTION FROM STA. 38 +52.49 TO 46 +52.49 PHASE 11; ULAI:ItK YANK 25 ' - - -101 25'- SLOPE, CON. a UTILITY SLOPE, CON. a .. _ ACCESS EASEMENT EASEMENT ACCESS EASEMENT S.W. 29th ST I I MOBIL I RN R.R. 80 STREET R/W GOLDEN GRAIN EMBANKMENT DETA I L S OLYMPIC 3o- EASEMENT TYPICAL X- SECTIONS LIND AVE. S.W. Embankment Construction Notes 1. Clearing and grubbing shall consist of removing logs, brush and cutting all standing trees at ground. No attempt shall. be made to remove stumps and existing grass or cattails. 2. Excavation of unsuitable material_ sball be performed as directed by the Engineer. 3. The embankment will consist of 2 layers. That portion under the water table and 2' above shall be filter sand and gravel. That portion more than 21 above the water table shall be bank - run sand and gravel. 4. Phase I embankment construction must be completed before Phase II embankment may proceed. Phase II embankment may begin after settlement period is complete for Phase I. 5. Overburden or surcharge material in excess from Phase I shall be hauled and used as fill for Phase II. Additional fill material for Phase II shall be obtained from Burlington Northern as detailed in the Specifications. EMBANKMENT TYPE 5 X- SECTION FROM STA.0 +00 :TO, 13+I00 PHASE IL QQE 4WA4..-Ngdc Qe'p HGg U.. 9ES15[ER��! EMBANKMENT/ FILL DETAILS A5 BUILT 12-30 -76 CITY OF RENTON DEPARTMENT OF ENGINEERING W -192 LIND AVE. S.W. WATER MAINS PROJECT DESIGNED RES DATE OCT 20,1a74 FILE NO. DRAWN FB SCALE AS CHOWN raP eoo—_rA6e_ CHECMED_ APPROVED SHEET_�OF_L5 II•��+ -rl 1 i, I, 5 1 1 1 I11 1 1 I 2l I I I 3I 1 1 I 41 I I I 51 I I Ely 1 a 3 1 \ 2 13O i wt I 1 FORMOST McKESSON, INC M STA. 25 +40.35 INT. STA. .9 +08.88. FRANK EDWARI)S JR. INT. STA.12 +08.88 7 �' v, -+'� I 8.58 - -- - /111T, e I I / \�L I N D AV E . S. W. x• :; {� __ DITCH AT PROPERTY LINE 500 L DITCH AT PROPERTY LINE 600 L. F.1 u�Ix ss I I NEW 2D.-. WATER NEW 24 D I W TER M II I 1pSI �s ®l�Ef 4 I eel ®v T .�: I aFT so�1�F 4� _ I Y .—. � III - -- — — _- - - - - -- err — ---- --- - - - - =— - - -- - -� - -- — Y -- -- — I I ��— �.� z U)Li`. INT. STA. 26 +15.36 ( I i i GULF OIL, CORP. Cu CITY OF RENTON 6> N 36% 22" ARCH CMP B \ 29x 18" ARCH CMP 5; - 9��x 18�� ARCH CMP STA. 11 +75 3 2- 25�� z 16' ARCH CMP. a. STA. 25 +40 sot„F rJi 30 30 29" x i8" ARCH CMP STA. 15100 So L.F. ea. THE AUSTIN CO. REPLACE ORIG. PIPE - i I \ STA. I8 +80 SO A.F- So L.F. U;I 30 3o I 150 Z.F. ea 29 "x 18" ARCH CMP loo' 'd __ - - -° STA. 19 +35 5o A•F. e .,..... I —_.— I; INT. STA. 46 +52.49 ex STA. 0 +00 AHD II B III f II I llll Ii II I I Gl, -ACIER PARK INC. DITCH AT FOOT OF I�i1 1 EMBANKMENT IIII 1500 L.F. II I Ii I III I II I I I II lli-� Ili Vl � III i3% 1 �� INT. STA. 46 +52.49 8K \ STA. 0+00 AHU \ / 36 "x22' ARCH CMP STA. 6+00 5o1: MAIN TR 41 45' al I t EI INT. STA. 01.00• t =I 31.1 ui xi 1 WATER MAIN - —�- �.aT I I 'o I' I) I 1 11 45 45� I 60 t MOBIL OIL CORP. OLYMPIC PIPELINE CO. i a it I 3 I -1 w I W w Z a 2 •w z o 25'x 16' ARCH CMP 25 "x 16" ARCH M A 26+2% \\ ¢ INT! STA. S +'43.3, \ \ \\ STA. 34+00 DITCH AT PROPEL _INE \A F 50 A.F. I r \ 1000 L. F. I I 1 w 30' RAILROAD EASEMENT I - -� - -_ NEW 24" D.I. -ATE MAIN I L I N AVE S. W. I INT STA 38 +5259 !NT. STA. 25 +38.35 1 1 EIS) N GOLDEN GRAIN MACARONI CO. I I E R PHASE I I i LSD' 3� 3.0' TYPICAL_ ROADWAY 81 DITCH X - SECTION 2" CRUSHED ROCK -I" 10 �� ROADWAY /FINAL SUBGRADE CL ELE. 18.00 \ NEW FI L „.11r OLD FILL ` DITCH : 2' DEEP 'r0 SCALE: 111= 100' 4' WIDLI'” iE 1, APPROX. GRADE ELE. 10.0 �� I � _.I I ®1�981aJO - ;�IIIIi'Ijllliilllll 1 111 III t I I I Ii I I p�l:llll I I.I!I 11 I 1 1' I'� 1 I I I, ` 1 2 3 4 5 , I NOTE : ROADWAY LOCATION WILL MEANDER ON FILL DRAINAGE STRUCTURES 81 ROADWAY AS BUILT 12 -30 -74 E CITY OF RENTON DEPARTMENT OF ENGINEERING W -192 LIND AVE. S.W. WATER. MAINS PROJECT From S.W. 16th ST. to Eest Valley Highway IESIGNED REB ._,0CT. 20 1974 1 FILE.No I j :aRAVVN REB --- • IGO —_. FI a80axI.Z�AG¢_- 12EVISiON j ELY !APP - I 'DATE. APPROVE U��% -- s..�� SHEET-1--or—i-5— 7 z 11' a PHASE I — START — _ ? SURVEY ALONG EASTERLY R/W MARGIN 16'x 12' CROSS (ALL MJ),STA.8 +20. I I I i rc I2 -12" C.I. PLUGS (MJ) I z w BEGIN CONSTRUCTION STA. 0+17 � C 16 "x 12" CROSS (ALL MJ) , S '.4. 4+20. ? ••:••• •• ��` ;l 10 2 -12" C.I. PLUGS (MJ) N ..i .. a I i .III c? c.v I I STA. 0 +00 .,i ' c w LIND AVE. S. W, x .i W.M. i ° N 0 0 J U I- X -< - WARP AREA _' ---- --- }" \ -.I .¢.. �.r. NEW 16" DUCTILE IRON PIPE (T.J.) WATER MAIN ^ CL.I ,T,.. p — T • -o G v 16 "x 6" C.I. TEE (MJxFL) STA. 9 +45 - 6" G. V. (FLx MJ) I it 6" C.I. PLUG- ,-(MJ) 7' LIND AVE. S. WATER MAINS PROJECT I I � I CJ:CROSS(Att MJ), STA. 0+I7. EXISTING 12'G.V.'(.M.J.). STA.0 +22. :- - AS SHOWN 277 15 16 "x6 "C.I. TEE(MJxFL),STA.3 +45. _ ! \16'x6 "C.I. TEE (MJxFL), STA. 6t45 1 � -9 2 12 ":D.I.NJPPLES,4L.F. 6'GATE VALVE(FLxMJ) 6 "GATE VALVE (FLxMJ) 12 G V.VAULT ' . ... ,..:.:.. 6 "C.I. PLUG , (MJ) . '. 6 "C.I. PLUG - (MJ) .. I I 12 x16 "C.[.INCRE:ASER (.P.ExLEB) (NI J),S TA. 0 +27 FIJTU RE. . FIRE HYDRANT - FUTURE FIRE HYDRANT z w BEGIN WARP; STA, 0+28 •• -••- •• ••• -° END WARP; STA. 1 +28 , WARP ALIGNMENT OF PIPE FROM 5' TO 18' EAST OF CL HORIZONTAL. SCALE I "= 40' I III of N ' LIND AVE. EXT. x---20 .5' Cfj 17 EAST RIGHT OF WAY PLAN 45' 45' 25• 0 +00 1 +00 2+00 3 +00 4+00 5+00 6+00 7 +00 8+00 ( SURCHARGE LEVEL \� 20 _ — T • -o �� sa. sopp4 v 16 "x 6" C.I. TEE (MJxFL) STA. 9 +45 - 6" G. V. (FLx MJ) 6" C.I. PLUG- ,-(MJ) FUTURE. FIRE HYDRANT. 9+00 10+00 _-i EX. 12 C.I. PIPE � _ �� _ —_ •__ .FINAL SUB GRADE 6 +18.00' -- —_ -- o o z EX. GRADE EAST R/W a a w 15 EX. 12" OLYMPIC PIPELINE �_'`, TOP OF PIPE ELE. 14.00' 10• 5 - VERTICAL SCALE : I" = 3' 0•I LIND AVE. EXT. EAST RIGHT OF WAY PROFILE J l; ri71lll�i lillll�r l) i " 1111 ` 1 1 IrI I j 13I IFj I I I'I'I4I' 6 A a AS BUILT 12-30-76 �� sa. sopp4 n W- 192 LIND AVE. S. WATER MAINS PROJECT R E 8 OCT. 20, 1974 REB AS SHOWN 277 15 i 24 °x 12° C.I. CROSS '(MJ.), STA. 16+75 I 24 °x12 °C.1.CROSS;. ".'(..MJ),STA. 14 +50.! 12 °C.1. PLUG (MJ) 30, 30, O 0 24k G° CA . TEE (MJ xFL),STA. 12 +48. , 0 1 30, I 30 , 6" G.V. (FLx MJ) 12�� C.I. PLUG (MJ) 24 °x 6° C.I. TEE (MJxFL),STA. 15 +60. INT. STA. 19+08.88 a o �. 6' C.I. PLUG (MJ) I6 °G.V.(FLxMJ) (n - l cq a � I EX. 15 "CMP DRAIN PIPE 16 C.I. PLUG (MJ) ai EX. 36"x 9" CMP ...... _ !/ z m DRAIN PI E - _ i'•, - N ...... ..... -� \ I ` 12"S TL. OLYMPIC PIPELINE •• °� aI � .• % I '� 72 '�1 � c� x N / < TOE OF. BANK I / - TOE OF BANK a f. 1 s 41 L'. s ND AV�' S.W. PJ[W�N6' � D.1.. (TJ) WATER MAIN CL. - - - w.— ,k y- _ .. -r. — — — - — o- _ _ — I I NEW 24" D. 1. (TJ) WATER . -. MAIN CL.I o _ v MARSFT �u I MARSH MARSHS "x --------- - - o .6 A I i - - --- -- - FUTURE R/W L 24 °x 12° C.I. CROSS (MJ) STA. 18 +91. 24° BTFLY VALVE (MJ) , STA. 12 +44. " 12° G V. (MJ xMJ) I STAND. BTFLY. V. VAULT 2- 12 °C.1. PLUGS. (MJ) 16 x 24 C'.I INCREG ER'(MJ5iPE: ,SE- 3);.STA;J2 +Z8 T FL) -. -12° G.V. VAULTS G INT. STA. 2 +08.88 / 24 "x 61' C.I_ EE (MJ , .x , 12° D. 1. NIPPLES , 6 L. F. 16° BTFLY VALVE (MO 24 C I CROSS (MJxAJ) STA. 12+30. 16 "G. V. (FL x MA STA-18+60? SHACKLE UN4T! - STA. 10 +08.8 I 1 -24 "BTFLY VALVES (MJXMJ }, STA. 12 +30 LT 10' STAND. BTFLY. V. VAULT 2- STAND. BTFLY V. VAULT SURVEY STATIONING ALONG EASTERLY R / W MARGIN 6�� C. 1. PLUG (MJ) .. .. -3d 24 "D-1. PIPE L8 L.F FUTURE FIRE HYDRANT `— I O "I 24" D. 1. PIPE 6 L.F. - 2- 24".C.I. PL;-'G (MJ) 24"x 6" C.I. TEE (MJxFL), STA. 21 +80 SHACKLE UNIT ...... ,... 6 °G.V.(FLxMJ) :...: ... 6° C.I. PLUG (MJ) ' FUTURE FIRE HYDRANT 16° BT F'LY VALVE (MJ) , STA. 12 +00 ' °"' ' °' ' ' ` ' •'' P— 10 STAND. BTFLY V. VAULT CHANNEL HORIZONTAL SCALE: 1 " =40' LIND AVE. EXT. NOTE- WESTERLY 40' OF LIND AVE. S.W. R/W NOT AQUIR "ED CL. iNT.STA. 11+28+88 LIND AVE. FROM S.W. 19th ST. TO SEATTLE WATER MAIN R/W STA. 117 +05 P -10 EAST RIGHT OF WAY PLAN 25 10+00 11 +00 12 +00 13}00 14 +00 15 +00 15 +00 17 +00 18 +00 19 +00 20 +00 21 +00 221 00 - SURCHARGE LEVEL Ct +22.00 — -- -- - -- - -- 20 ® -- -� _ -- FINAL SUBGRADE �- +18.00' W o z — - J - r / z U o - -- -- ------------ - - -EX. GRADE EAST R/W 1 ~ a w 15 r w -------- ----- - - - - -- ------ - - - - -- _— _-- - - - - -- 1 a 1 � m `A �/ TOP OF PIPE ELE. 14.00' TOP OF PIPE ELE. 14.00 ,- / NEW 16" D.I.(T J.) WA4 MAIN NEW 24° D.I. (TJ) WATER MAIN IrWATER SURFACE WATER ELE. 10.39 — \\ I 10- 10' yr. DESIGN \ - IJ 1 w 0 .z. PROP. P -10 �'�� 1p EX. CMP STORM SEWER J + t- CHANNEL ' EX. CMP STORM. SEWER 15' PIPE N = 36 ".59 °ARCH PIPE INV. 10.49 w N U w N INV. II. 19� a ~ 5 BOTTOM ELE. 5.09 -- RELOCATE NOTE: WATERMAIN X -ING OF P -10 VERTICAL SCALE: I "= 3' EU ...... AS BUILT 12 -30-76 CHANNEL WILL BE MCDIFIED PRIOR a�. �F MASy�y; nfl 0 TO P -10 CONSTRUCTION lk NO.i�Gp LIND AVE. EXT. W — 192 LI.ND AVE. S. WATER MAINS r� PROJECT E��..�T RIGHT OF WAY PROFILE REB OCT.20,1974 REB AS SHOWN 277 15 J _ t 'I 6I� I I I 024!'x 12"C. I. CROSS (ALL MJ) ,STA. 22 +25.? ).._ 30 i 30 f CL INT.STA. 29' +43.35 -LWD AVE. 24"x8 "C.I. TEE (MJxFL),STA.27 +25 "5- 0 2- i2 "C.I. PLUGS (MJ) U) - o g I II + _ N I CM.P ENCASEMENT PIPE -a I I 11 ' TA. + 8 -9 - 24" BTFLY VALVE (MJ), STA. 27 +15. N • "` "' ° "' 40 L F OF 36 0 L' I I STAND. LSTFLY V. VAULT S 4 8 8 P I { n : \N M �••••• � ••• � •••••• I 2 -21" CONC. PIPE STORM DRAIN 24x 12 A. C.I. TEE (MJ), ST 29+25.! I I I I z.E. CORNOR GOV. LOT. 1 I i I �II __.I. _ / ! / 12' -C.1. PLUG (MJ) J IN T. . S 1 F1. 25 +38.35 II I I 1 F 1 EDGE OF WATER,',;- & h Y 1 =�- LI �/ n LIND AVE. S.W. 1 _1 _ :X712" OLYMPIC - PIPELINE o _ - - -_- __V __ / 1+ 1 _ NEW 24 G.I. (T. J.) WATER MAIN +Tf -_ \ I/ 1 MARSH � N SEE SH IS FOR DETAIL 1 FUTURE 24i 6 "C.I.TEE (MJxFL) STA. 24x59 � 'I Ea "G V. (FLxINJ) \ I 301 RAIL GOAD EASEMENT \ ' ) I �� M 6'! 1-1. PLUG (MJ). and P. -- P.P. } m FUTURE FIRE HYDRANT �:;I II $ \ I I AF °.P. r 1 \24x 6 "C.I.TEE(M.J.zFL),.STA.27 +60 24 "x6��C.1. TEE i 151 }• - -��- 150 - ` 6 G.V. (FLxMJ) (MJxFL) S A.30 +60 24 STFLY VALVE (MJ), STA. 25 +13 W I --► STAND BTFLY V. VAULT z I �� I I n�X_ x 6NIPP E 12 L.F. i... '::• : ; i kl°- x x x X x 6" NIPPLE, 12 L.F. x x x 11 , \ 5" MVO FIRE HYD.(N1J),6'BURY :..... e.... :. ?...... \ c B. SHACKLE (MJ). 6�BURY J 1 I I 5" MV \\ SHACKLE UNIT IL I �.I �!I --- V•% I\� \) !.I \�\� SH ^CKL�C.IUNIT. OX s•• SHACK C I I BOX X u 24°x 12� C.I. CROSS (MJzMJ) STA-254-20 I II_ z SURVEY STATIONING ALONG EASTERLY - 25 +80.0 2- 12 "C Ir PMUGMM)J` (.L.I , Q •�j \I 1` .. ..... ...... ..... J� J / W TO STA. 1 ( i 'EX. 16" a 12" STL. _ „I 12 "G.V. VAULT I 1'1 1 I �J ?- 3 -12 D.I. NIPPLES,4 L.F. I i I I OLYMPIC PIPELINEV ��'�+ �i� 24 BTFLY VALVE (MJ),-STA. 25+28. STAND. BTFLY V. VAULT. Q INT OLYMPIC PIPELINE LL.1 30� 0- PROP. LINE STA. 27 +201 ' 35 NOTE: WESTERLY 4() OF LIND AVE. S.W. R/w c/> ( ; LIND AVE. EXT. 6000NC. PIPE,WATER MAIN. 1 FROM S -14'. 19th ST. TO SEATTLE WATER MAIN R/W O j I RIGHT OF WAY PLAN 0 0 m m m � W w ^ z J la— _ p, U H F- Q O z w � A „ � I I I �5 22 +00 20 15 I °' W O z O z J O + N U F Q W Q F— W 10 • 5 - me HORIZONTAL SCALE: I"=40' 23 +00 24 +00 2 5+ 00 26+00 27 +00 28+00 29400 BOX CULVERT Iz I .!cc ai> �a a� SURVEY STATIONING ALONG EASTERLY PROP. LINE OF OLYMPIC PIPELINE SITE. FROM STA. 25 +60.0 30 +00 31 +00 32 +00 33+00 SURCHARGE LEVEL __% + 22.00 1 { I -.�- FINAL SUBGRADE ti +18.00_ - EX.GRADE EAST R/W -- ---- -- 1 SUBGRADE_ELE. 1 \ 1 +12.00 �^ �._j_ - - - -- \ \\ TOP OF PIPE FI F 14 0 i I I 57' I 11 I EX. 127 d 16" OLYMPIC PIPELINES SEATTLE 60" CONC. PIPELINE , STA. 137 +70 WATER MAIN X -ING OVER SEATTLE 60"-CONC. WATER MAIN NOTE: FILL LIMITED TO ELE. +12.00 OVER SEATTLE MAIN, 24" D.I. MAIN TO BE ENCASED OVER SEATTLE MAIN, WITH 16 GAGE, 36" 0 NESTABLE, FLANGED, GALV. STEEL PIPE. 40 L.F; ... -. CASING TO BE SAND FILLED AFTER INSTALLATION. VERTICAL SCALE; 1 " =3' IVI _ WATER ELE. 9.53 EX. GRADE WEST R/W J / 10. yr DESIGN I�g 1 2 1 ( /-EX. BOX CULVERT DRAIN PROP. P -9 CHANNEL INV. 13.42' I r1 _ 1 BOTTOM ELE. 2.82 �EX. 21 CON C. DRAINPIPE INV. 10.82' RELOCATE EX. 21 "CONC. DRAIN PIPE INV. 11.40' RELOCATE NOTE: WATERMAIN X -ING OF P -9 CHANNEL WILL BE MODIFIED PRIOR TO P -.9 CONSTRUCTION LIND AVE. EXT. Ill k3 1 l.lC VVA'T t't UriLt AS BUILT 1,,2- 310 -?b e r: � �iilSiEt�u�,F kn W - 192 'r LIND AVE. S. WATER MAINS PROJECT REB OCT. 20, 1974 REB AS SHOWN 277 ��C�.�.�c".��•c� 10 15 25• 20• 15• 10• 5•I 0 24'x6 G.I. TEE(MJxFL) Si A. 33 +60 24 "x 6" C.I. TEE (MJxFL) , STA. 6'G.V.IFLxMJ) I 24"x6" C. I.TEE(MJxFL),STA.36 +60 )" i2`� t;l CROSS AL 24"x 2 "C.I.TEE (MJ) 6 "G.V. (FLxMJ) (ALL MJ),S.A.42 +30 7 6 "G. V. {FLxMJ) o 6" NIPPLE ,I2 L. F. ,STA.35 +75.0 6 " NIPPLE , 12 L. F. 2Y 12 C.i. PLUGS + 5 °MVO FIRE HYD. (MJ),6' BURY 6 "NIPPLE,I2L.F. v v - + 2 -12' C.I. RL'UG (MJ) , �.9 "nvO FIRE HYD. (MJ),6' BURY 24"x6" C.I. TEE m \ I5 MVO FIRE HYD.(MJ),6'BURY �— (MJkfL),STA.42 : +60. a- m x 24' C.I. G.V. BOX 18 "z 24' C.I. G.V. BOX SHACKLE UNIT :. 8'x 24 "C.I. G.V. BOX I I 6" G.V. (FLxMJ) y.. SHArKLE SHACKLE UNIT F \ - _ _� iiiVl I _ 7�' - .6 "C.1. PLUG (MJ) - 24' x16 "C.f. CROSS (ALL MJ),STA.33-Ib2? ` PH/AkSE I —END— ! PHASE R -START— FUTURE FIRE HYDRANT Z w \ / !W'C.1 PLUG (MJ) `r `' 4 BT FLY VA (MJ), J ,• , 2 VALVE J39 +65 _ I,� \ % ._.... .•'•E .STAND. BTFL.Y V. VAULT I s HILT. STA. 38 +52 -.49 in S. E. CORNOR GOVT LOT iVV. I I SEE SHT.14 FOR DETAIL - / ". o . g — a// -- — - - - +� -- J .NEW 24 ,. ...- D.I. (TJ) WATER MAIN CL. 1_ - r - - -�— -- O a 0, i HORIZONTAL SCALE:1`F =40' OF MOBIL OIL SITE TO STA. 38 +52.49 M I 34 +00 35+00 36 +00 37 +00 38+00 39 +On 40 +00 41 +00 )_24"x i 12 C.I. CROSS (ALL MJ) STA. 38 - +34. ? 2 " -12 CI._PIfUG.S (MJ). - - -_ -- - - -� SURCHARGE LEVEL. 4_ +22.09 _ -- -- pp G +18.00 I 0 Z o Z 0 - jEX. 4 "C.I.DRAIN INV. .13.49' (' TOP OF {��-� - •. �.:... - .' ,., \SURFACE DRAIN �\ R.R. EASEMENT 4" DRAIN C.I. � . ` , •-.. ..... .. + F ems\ - r. re ELE. 14 M = � O I: NEW 24" D.I. (T.J.) WATER MAIN INV. .12.00' --- - - --- --- EX. GRADE WEST R/W _- PHASE I PHASE R VERTICAL SCALE I ° =3' LIND AVE. EXT. WEST & �_ OF RIGHT OF WAY PROFILE A a I SURVEY STATIONING ALONG rL FROM STA.38 +52.49 42-00 43 +00 44+00 PI ` Ii N O w Z 2 U J !O = = a m U V. < N ------ - - - - -- -- EX. GRADE GL R/W 1 1 ) ) II 101 II EX. DRAINAGE i1 EX. 24" CONC. PIPE DITCH INV. 6.30 INV. 7.30 AS BUILT 12 -30 -7b e4a c ^so�N ti fir; � o, W— 192 LIND AVE. S. WATER MAINS PROJECT R E B 0 CT. 20, 1974 REB AS SHOW f: 277 11 15 C - z 111 __ SEE SHT.14 FOR DETAIL LIND EXT. .AVE. PLAN SURVEY STATIONING .ALONG EASTERLY PROP. LINE HORIZONTAL SCALE:1`F =40' OF MOBIL OIL SITE TO STA. 38 +52.49 33 +00 i 34 +00 35+00 36 +00 37 +00 38+00 39 +On 40 +00 41 +00 - - -_ -- - - -� SURCHARGE LEVEL. 4_ +22.09 _ -- -- -- FINAL SUBGRADE G +18.00 I 0 Z o Z 0 - jEX. 4 "C.I.DRAIN INV. .13.49' (' TOP OF + F ems\ - r. re ELE. 14 M = � O I: NEW 24" D.I. (T.J.) WATER MAIN INV. .12.00' --- - - --- --- EX. GRADE WEST R/W _- PHASE I PHASE R VERTICAL SCALE I ° =3' LIND AVE. EXT. WEST & �_ OF RIGHT OF WAY PROFILE A a I SURVEY STATIONING ALONG rL FROM STA.38 +52.49 42-00 43 +00 44+00 PI ` Ii N O w Z 2 U J !O = = a m U V. < N ------ - - - - -- -- EX. GRADE GL R/W 1 1 ) ) II 101 II EX. DRAINAGE i1 EX. 24" CONC. PIPE DITCH INV. 6.30 INV. 7.30 AS BUILT 12 -30 -7b e4a c ^so�N ti fir; � o, W— 192 LIND AVE. S. WATER MAINS PROJECT R E B 0 CT. 20, 1974 REB AS SHOW f: 277 11 15 C - z 111 __ 25• 20• 15 • 10• 0•I -�— MATCH LINE STA.44 +50 J U _24 "x ,6" C.I. TEE (MJ'x,FL)., STA:45 +61. F z U) _6 "G.V. (FLxMJ) w - ¢� 6 °C.I. PLUG (MJ) 1 es m �i w _FUTURE FIRE HYDRANT - w - 24 "BTFLY VALVE (M J), STA. 46+15 —�— I- Q w + STAND. BTFLY,:V_ VAULT - ( 3 w 00 24"'k 10 CA. CURUSS (ALL7- .MJ),STA.46 +34 G o 24"C.I. PLUG (MJ) F- Z 121' C.I. PLUG (MJ) J _ o : 12"x 12" C. 1. CROSS (ALL MJ) ,STA. 6 +60? z .. . PLUGS (MJ) =i 3 — _ • z ,� - - -- - -- —_ 60 SLOPE a CON. EASEMENT I I ` RESTRAIN JOINTS FOR 80' — — — NEW 12" D-1. (T.J.) WATER MAIN —CL.2- — — — - - \�— `x•10 UTILITY EASE 4ENT a 12" G.V. (MJ), STA. 0 +40 12° G.V. VAULT S.W. 29 t h ST. INT. STA. 0 +00 _ S.W. 29Th ST. STA. INT. STA - .464-52.49 �q LIN D AV E. S.W. STA. HORIZONTAL SCALE 1 " =40' "' ` "' " "" ' `• '" 00. vv W . 29tH ST. PLAN LIND AVE. S.W STA. 45 +00 46 +00 46+52.49 0 +00 1+00 '2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 SURCHARGE LEVEL _C _ +22.00 (ANGLE n — — - -_ _ FINAL SUBGRADE C_ + 18.00` z O W = r ¢ w = v y TOP OF PIPE ELE. 14.00`: -- TOP OF PIPE ELE. 14.00 U ? F ¢ W ¢ NEW 24" D.I. (T.J) WATER MAIN _- _._ . _. _. _— _..... - .. -._._ .._.— NEW 12" D.1. WATER... MAIN_ .._ INV._12.00' -- - -__ —_ _ —_ FX. GRADE— S.W. 291h S'i. .NOTE SHACKLED , RESTRAINED JOINTS REQUIRED - ON 12" & 24" PIPE ,.80 L.F. EITHER SIDE OF CROSS STA. 46 +34 LIND AVE. p�QE, Hft* AS BUILT 12 -30-76 SHACKLED PIPE SHALL BE CLASS 2— MECHANICAL JOINT �`� '`m;;•�y _ �O�k 4f•G1SfEF�' �� 0 ENV > "�`,°` W 192 _ �. S.W. 29th ST. LIND AVE. WATER MAINS VERTICAL SCALE 1"=3' PROJECT REB OCT. 20,1974 (.� PROFILE REB AS SHOWN 277 I I 61 ii 12" C.I. SOLID SLEEVE ( MJ) STA. 12+66 + N 1/4 SEC. CORNOR 30-23 -5 2120.78 N OF INT. TEMPORARY 12" C.L CAP/ PLUG , STA. 12+96 Im# 1R 12"G.V, (MJ),STAA5+P3. 2" BLOW OFF AS13LY ZI 12" G V. - VAULT AM, 12" D. 1. NIPPLE _ 6,L. F. 12"G.V(MJ), STA. Iz'+90�� 4,11 N F 12"CAJEE. (ALL,MJ.)-STA.46+15 !2 °G. V. VAULT IZ 12D. I, N.) PPL E, 6t. F. ;`iP uji EX. FIRE HYD. 12 G.V. (MJ) STA. 45+07 ,b 12 %6" C.I. T EE (MJ x FL), STA. 12+85 12"GV. VAULT I. 6 °G, V. (FLXFL) I?" C.I. SOLID SLEEVE (MJ), STA. 45+05 5" MVO FIRE HYD. (FL) < SHACKLE UNIT --90' SLOPE & CON. EASEMENT--- -NEW 12" D.J. (T. J.) WATER MAIN—CL.2— �40' UTILITY EASEMENT" 8 a uj < INT. STA. 44+97 > - EAST VALLEY HIWAY,� O INT. STA, 13+20.41 cf) 0 S.W. 29th ST. ; "' , + ( " I < OD 1/4 SEC. LINE INT STA. '13+26.17 LL; R PLAN +1 SEE W-304 FOR 0 Fo, NOTE: __ _z_-CENTER SEC. 30-23-5 CONTRACTOR TO MAKE TIE IN WITH CITY INSPECTION 517 lNT. BEFORE AY..BE REQUIRED 14'S. OF TEMP. I" CONNECTION BEI TIE IN M NEW LINE MUST BE TESTED St PURIFIED BEFORE TIE IN HORIZONTAL SCALE : 111=401 S.W. 29th ST PLAN 10+00 J ► +00 tz+oo SURCHARGE LEVEL q 4-22-00' I _STREET C INT. STA. 13+14.65 �I/4 SEC. LINE INT. STA. 13.+20;41 20. cu FINAL SUBGRADE r4, +18.00' 6 0 z 0 15- co M ----- - w < TOP OF PIPE ELE_ 14.00, EX. 12" C.I. WATER MAIN NEW 12"D.I. (T.J.) VATER MAW 17 10. ----- EX. GRADE --- --- --- -•�- -- - - ---' -- ---- CL S.W 29th ST. - -- 'kk AS BUILT )2-3012 -30 -7h 511, kp* S.W. 29 th ST. VERTICAL SCALE 1"=3 "p, PROFILE N Z, W-192 LIND AVE WATER MAINS PROJECT REB OCT. 20,1974 RE13 412 AS SHOWN 277 13 i SCHEDULE 4 I I ..0 } I d7 N. I != .I 60' SLOPE 'I 10' UTILIT X30 W, INT. STA. 12 +08.88\ .4 W' I INT. S-A. H128.88 \ Z O Z a II FORMOST MaKESSON , INC al SCHEDIULE I THE AUSTIN CO. Inn' FI INT. STA 0 +00 y WATER MAIN owl I '1 �! I I INT ROGC STA ,� +IS.eS !I SEC. LiriE 13-20,41' I EAST VALLEY HIGHWAY sz14' f — 2120.78' 1* 50F 22 E ;- � _ _ / fl 1/4 COR, 30-23-5 CENTER SEC. 30 -23 -0- z- --.. -- SCALE= I"= 100' SCHEDULE 2A & 2B �J�QNAI ��v- r• NO. REVISION PY X11 APFR.I LATE BID SCHEDULE INDEX CITY OF RENTON DEPARTMENT OF ENGINEERING W -192 LIND AVE. S.W. WATER MAINS PROJECT From S.W. 16th ST. to East Valley Highway DESIGNED REB pgTEOCT. Q, 1974 FILE NO. DRAWN_ REB I soolcZZZ SCALE CHECKED— w / SHEET-4—OF-L5 p gDIr APPROVED_L W J a 3 K ¢ M INT. STA. 19 *088e. 'FRANK EDWARDS JR. A I w 2 IZ INT STA. 25 +40.35 J F `.,..,�... W ,LIND AVE. S.W. ____�.- _�:.-- .___..�. - 77 �-- MEW 24 0.1. WATER N `♦ NEW 24 01 WATER � % W I U) Iz ! t INT STA, 2v +15.35 I o GULF OIL CORP. cV CITY OF RENTON I N I i 30' 30� a IB T Ir T I I50 DU LE a-- i'1T ST,. %5 +52.49 RK S C/�H QD- 2A & 2 B // I 1 1I STA O +OO ANO SCHEDULE 4 I I ..0 } I d7 N. I != .I 60' SLOPE 'I 10' UTILIT X30 W, INT. STA. 12 +08.88\ .4 W' I INT. S-A. H128.88 \ Z O Z a II FORMOST MaKESSON , INC al SCHEDIULE I THE AUSTIN CO. Inn' FI INT. STA 0 +00 y WATER MAIN owl I '1 �! I I INT ROGC STA ,� +IS.eS !I SEC. LiriE 13-20,41' I EAST VALLEY HIGHWAY sz14' f — 2120.78' 1* 50F 22 E ;- � _ _ / fl 1/4 COR, 30-23-5 CENTER SEC. 30 -23 -0- z- --.. -- SCALE= I"= 100' SCHEDULE 2A & 2B �J�QNAI ��v- r• NO. REVISION PY X11 APFR.I LATE BID SCHEDULE INDEX CITY OF RENTON DEPARTMENT OF ENGINEERING W -192 LIND AVE. S.W. WATER MAINS PROJECT From S.W. 16th ST. to East Valley Highway DESIGNED REB pgTEOCT. Q, 1974 FILE NO. DRAWN_ REB I soolcZZZ SCALE CHECKED— w / SHEET-4—OF-L5 p gDIr APPROVED_L N S.E. CORNOR GOV. LOT I ,gyp' 1 , y r 4 . -�, 80, W' -0192 I "= 200' N 1/4 CORNOR SEC. 30 -23 -5 + WESTERLY MARGIN OF EAST VALLEY HIGHWAY 0 0 V N 35.7 I I i EXHIBIT 'A' PROPOSED EASEMENTS CENTER SEC. 30-23-5