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Home My WebLink AboutzS-0168Set0 U 2 w 0 m W I — VACATED Lij III I THE BOEING CO. L= r I— 1 C) z �! 12° STORM SEW b z Ld Lij z Q w 3 N IQi SEWER FOROE PA, 4' � � \ Z 2 O THE BOEING CO NORTH 8th STREET PROPOSED 21" SANITARY SEWER TRUNK STORM SEWER TION — 30` CASING PACIFIC CAR AND FOUNDRY CO. VICINITY MAP GENERAL NOTES ) \ 77 3W 0 ru, =d ; �N m ti V t Q Q 10 C. HARRIES GARDE N HOME TRACTS z� i 0 20' CASING 1 PROPOSED le SANITARY SEWER TRUNK N R r y ry 7fl1 S EXI777777 ¢' w+ 3! Lu; 2 v¢i r AS BUILT R.E.B.4 /7F ' 1 PROJECT REFERENCE: (HUD) WS— WASH.129— HIGHLANDS BYPASS SANITARY SEWER PROJECT ALL CONTRACTORS SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY CODES, 1 ' ORDINANCES AND REGULATIONS,AS WELL AS PLAN AND SPECIFICATIONS RELATIVE TO THIS PROJECT ��, ED* THE DESIGNED LINE SHALL BE STAKED BY CITY FORCES AT EACH PROPOSED MANHOLE AND AT EVERY a@°'? wpm pmt C ' T Y 0 F RENT 0 N 25' STATION. VARIATIONS MUST BE APPROVED BY THE ENGINEER. ' J° DEPARTMENT OF ENGINEERING 1 , IT SHALL BE THE CONTRACTOR'S RESPOIVIBILITYTO CONTACT ALL A I 1 COMPANIES WITH UTILITIES & FACILITIES IN THE CONSTRUCTION AREA. ! �'� j F � HIGHLANDS 71—FSJ R ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH A.P.W. A. SPEC. S ANI I A R / S V E NORTH 6th STREET 1 i PHASE 7TH__ — _ DATE' 8- 29 - 73 +- FILE NO ----- �E -- --- - -- j I I , DESIGNED. S!eC 24 STORM SEWER �- n- E : BV; ll�lm l7S.a�lf]li:7i�l®['t'_E.R'�1� 1 DRAWN_ S� ®C Y�9 $CALEI�SLY- FIELD HOOi�— AG!_. I CHECKED_., &, —_ _M 24'• SANITARY SEWER I _ NO. I REVISION F3Y IAPPR. DATE APPROVED__,?Zd' SHEET —LO.° 5 1 , 1 w@ wC 1 wP �i Imo. W1 H3 y!: > 1 12° STORM SEW b z Ld Lij z Q w 3 N IQi SEWER FOROE PA, 4' � � \ Z 2 O THE BOEING CO NORTH 8th STREET PROPOSED 21" SANITARY SEWER TRUNK STORM SEWER TION — 30` CASING PACIFIC CAR AND FOUNDRY CO. VICINITY MAP GENERAL NOTES ) \ 77 3W 0 ru, =d ; �N m ti V t Q Q 10 C. HARRIES GARDE N HOME TRACTS z� i 0 20' CASING 1 PROPOSED le SANITARY SEWER TRUNK N R r y ry 7fl1 S EXI777777 ¢' w+ 3! Lu; 2 v¢i r AS BUILT R.E.B.4 /7F ' 1 PROJECT REFERENCE: (HUD) WS— WASH.129— HIGHLANDS BYPASS SANITARY SEWER PROJECT ALL CONTRACTORS SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY CODES, 1 ' ORDINANCES AND REGULATIONS,AS WELL AS PLAN AND SPECIFICATIONS RELATIVE TO THIS PROJECT ��, ED* THE DESIGNED LINE SHALL BE STAKED BY CITY FORCES AT EACH PROPOSED MANHOLE AND AT EVERY a@°'? wpm pmt C ' T Y 0 F RENT 0 N 25' STATION. VARIATIONS MUST BE APPROVED BY THE ENGINEER. ' J° DEPARTMENT OF ENGINEERING 1 , IT SHALL BE THE CONTRACTOR'S RESPOIVIBILITYTO CONTACT ALL A I 1 COMPANIES WITH UTILITIES & FACILITIES IN THE CONSTRUCTION AREA. ! �'� j F � HIGHLANDS 71—FSJ R ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH A.P.W. A. SPEC. S ANI I A R / S V E NORTH 6th STREET 1 i PHASE 7TH__ — _ DATE' 8- 29 - 73 +- FILE NO ----- �E -- --- - -- j I I , DESIGNED. S!eC 24 STORM SEWER �- n- E : BV; ll�lm l7S.a�lf]li:7i�l®['t'_E.R'�1� 1 DRAWN_ S� ®C Y�9 $CALEI�SLY- FIELD HOOi�— AG!_. I CHECKED_., &, —_ _M 24'• SANITARY SEWER I _ NO. I REVISION F3Y IAPPR. DATE APPROVED__,?Zd' SHEET —LO.° 5 i 11 i 1 j iI INT GARDEN AVE. N. & N. 6 th ST. NEW CONNECTION STA. 13+23.70 � I M.H.I M. H. 2 STA. 0-00 Cp I NTERSECTION I r� STA. 13+12 STA. 13 +34.7 GARDEN AVE. N 8 N. 4th ST. ,Z i f N I as Sago aapana■aa■nan■■aa ■tuxn■i■ ■ mass a■■n■l.411■ttml1! "tLtwm =z� h ,,IGARDE N V E. N. M. H. STA. -F7+ 17+ 4'9 PROPOSED 2It1 SAN SEWER Ip]ya,� ■!, a) tal{ aA l$lam{aLf ■(aa�/ai1l�YRaal ■■7lH ■tea ■�U■Ll•LW{a!R(llyilVll■ V[lli?�1�{l[�la�� ■lail +14 +15 +1b 12' _ _ 12 —W —. - -- i2_ - -- ;811 — —_— ST __ -- — � — 1 SEE DETAIL SHT.5 M. H. I STA.l3ti2 BEGIN CONSTRUCTION 3'0 20• 10• 0- — ST CURB GARDEN AVE N. N. 6 t h ST. T O N. 8th ST. . 4 x 0 w N -N M.H.4 q� 5 STA. 21 +8� ne■sn a lia i auuau�■mullSlS��xa■ gene■ nmmumnnanmu■�m■an■smnaaanmmn■na u__41011.■tuMit""RIl 111181 killmol■JS�M■l5MUMMI 1-06asunu MATCH LINE HP -G— 61 HP-G uu■uuyu STA. 24 +00 . +9 -420 _+21 X22 _t23 _ SEE SHT.3 w - ST 18„ ST o0 IS'— — I CYCLONE FENCE OA) R. AHPH. CON. STREET, NO CURB OR GUTTER PLAN VIEW ---` SCALE: I "= 401 /IT GARDEN AVE N. '8th ST. t t STAA3 +23.70 M. H. 2 STA. LI.201 r M.H.I 1 M.H.3 y58 s STA. 13 +09 to'•oRm STA. 17+?g' 1 LT. 201 I ,rig 16.75 1 � 3' DEEP RT. 2013.' 1 1 1 i BOTTOM 15.001 t INV 19/6 \INV 106 f \ INV. 19. iG INV 18.25 \ INV 17.81 f y23 46tr - -2111 CON. PIPE S = 0.00347 ft /ft _ 36'- 20 "D.I. PIPE 1 15" IND. SEWER t 1 STA 13 +26 t 13+00 W 0 n z 0 J + F- 2 � N U F- ¢ w a F- w M co In JINV 22.Ct 23 +00 24 +00 SEE DETAIL 0, �.s S H T. 5 $p`°4 wasy;c sow HIGHLANDS BYPASS 1 gfGISiER4:: ' SANITARY SEWER 14 +00 15 +00 16 +00 17 +00 I8+00 19+00 20 +00 21+00 22 +00 P 'ASE 1� -- _ GEC / R EB REB - PROFILE VIEW- VERTICAL SCALE III =51 AS SHOWN 201 ... t�1A.. �YtPS_ k' iliA."*$ �.+ �vwt�li.} bLi4' �' SkSidldA�Y 'LdiFJ�lf'1'�Yk�3i[kY�il��i�aY kds�lla0.41■,ie %13®'^^kY'tS$391H 4i1%■Y i,F'.'�d.i�w1N:t .; BULKHEAD DETAIL 4' Required on every -- pipe length between °--CAST IN PLACE CONCRETE I M. H .'S I I & I2 , 13&14 'OPIPE 3 _- `��- ///R N0. 6 REBAR \ \ 0 \ \ \ � The contractor shall restore and /or replace improvements on easements, W' 1 It �\ damaged by construction. I PIPE M I \ C I .H. 0 M.H. I M. H\. i\2 M. H. 13 CONNECT TO I , N STA.IS+7'5 STA. +78 STA. 0 + 4 \ STA.22 +35 EXIST. M.H. \ M.H. 15 M.H. 16 y +� STA. 25 +00 �A.25 +67.2 - f 1 /\a CYCLONE FENCE � \ � y CE TER SECT! N 8 -23 -5 \ TOWER \ - \ \ ♦T CURB - �T -�/ / \T ST O 2 -ST 1F. T 42- ST ' „ to us1� ` . s _j� 1 ST PROPOSED 12 ..SAM SEW R 2 I eonennnnsonaoultsueu�vuoe��`IiilLB mail �7>ttf uuiou� i�e�er ��uue�rnnx�� >su[u�eee�...uu... .. _ - _.._. - ,�nuot�uoo�n�et nwen�� e +4 1 19 20 t21 2 2 ....n uu.n......�oud� 141' -20" STL. CASIN PIPE } F 12" - -W 12° W- N W to � __ CUR.9 _ _ r !4!' -12 "DUCTILE IR PIPE w ♦ \ ° INSTALL 8" CONIC. S6 Q , 36 "CULVERT W cn,� INV. !61.40' N }L IVO. 8 i tl ST. 9�5' -30" STL- CASING ASPH. CON. STREET, CEMENT \ \ PUGET POWER 94 -20 DUCTILE IRON PIPE CURB 8 GUTTER _'• \RELOCATE GUI � /09 �\ \ \ , \ \ M. H. 14 Uj M. H. 8 !! M. H. 9 1� \ \ STA. 22 +75 co! TATA. I j I A 1C 5� \ \ \d \1 `t_y \ S t . I+� S 16+,Iff a 1 \ NO. 8th ST. GARDEN AVE. NO. TO SUNSET BLVD. N.E . %/ 'Li4N VI E1N / SCALE: i s 40 / ! M.H. 15 / M.N.12 / M.H. 14 STA. 25+00 / LINV tta-k.�8' 103' -L2° D:Z,PIPE 24" ST. SEWER STA.20 +94 120 STA, 22 +75 RT -1!' S =0.05500 ft /ft STA. 19 +27- � OFFSET L7 �s �_0FF$ET INV 30.88 _ // 80 • BULKHEADS REQ'�D\ INTER!SECTIO i LINV 7- N.Bth ST 8 / So.t1 HOUSER WY N. M. H. II / FREEWAY I- 405 \INV 45.fl0' // M.H. 16 R.R.TRACK STA. 18+98.68 STA. 19+78 ! /� EXISTING M.H. l STA 25 +67.2 STA. 15 +59.05 STA. 15 +80.80 0' OFFSET / - / 150' /� 180• � M.H. 10 110. BULKHEADS REQ't7 RT. 12' 40- ` STA. 18 +75 I : ✓: ! M.H.8 / I M.H.9 OFFSET 0, TO / 3-7 l /' i STA. 15t 1B STA. 1'6 +,YI EE &EAtL0i2 ;R./ k6 - i 2" D. L PIPE LT. 5' LT.S' CL PROFILE N. 8 ih ST. B "A "EPEE °t 5= 0.62883 f4 /ftl 2-15* 12 D. 1. PIPE -- -- - -- f � -- - -�- `INV 3692' � � / �S= 0.19913.. ft/ft o l�AZF7rl. I a W 140. 170 / nSII}LLED Q / / I "O 100. _j = INV. 301' _ 60 0 68' -12'1 D.I. PIPE / j INV 167.96' to - I rn Z INV INV. 3J IS� I / I _ z / �/� S= 0.10242 ftJftt / c=Ji ,n FIN 27743' N �8 lNJ -30.80 H- a w INV 2773' INV -af4' ? F- F- w /NV 27,7 !NV 28,35 I IGGO �� ✓ \ INSTALL 8" CONC. STUB - -� v> S i f2''L'- 12' D.1 PIPE / j l STA. 25+65^ /C9 4� LONG, INV. 161.40' 191 -30" STL. CASING / f I ' S =0.32913 ft ft 1$0 / 160 • INV F6t -20' DEPTH -io,� 255 . y lGC3 92 93 - 20' D" I. PIPE 2k34 -21 "CON. PIPE go. M.N. 12 M.H . 13 II 20 S= 0.00332 ft /ft ZdS =0.00779 ft/ft _ 12" WATER MAIN 8° SAN. SEWER _ _ STA, 20+_94 / STA 22 +35 M;H. 14 M.H. 15 STA. 18+85 STA.19+00 50 / WOFFSET LT /s / LL INV OFFSET /-T %6" STA. 22+75 STA 25+00 DEPTH COVER. INV 27.34' / 896 � OFFSET 1,<T l' RT. 11' 2.75'_ I JNLET8 DITCH / / INV ST 6' / 24 +n� 25+ ®O 6 "H.P. GAS L _36 "CULVERT / 87. 6g STA.25 +30`^ STA. I9 +56 / DEPTH- 15+00 16+00 17+00 18 t00 19+00 INV 31.98' 20 +00 /� /v3= 120. M.H.IL / II��s 20 "STL.CASING go. _ 6" H.P. GAS DROP MH. �! I I /f�'!'- 12" D. L PIPE s�yY4 STA. 19+18- STA. I -9 +78 !NV 130-40' Q oFwi:11 4.0, S= 0.05500 ft /ft / INV C# e y�o °g HIGHLANDS BYPASS i 11 q, 97 SANITARY SEWER DEPTH � 0' OFFSET _ INV 2 3 +00 �4ta -PHASE IT - -66 F, 21+00 22+00 23+00 __ q GE% /REB - -... -. -.. I Reduce size 8, no, Bulkhead R.E.B. 6/6./74.... REB 2.0+00 21tOO.. 2 RELOC. M.H. 10 d 11., & USE 12 "D.I. PIPE R.E.B ..10/25174 - ...AS. SHOWN 310 If ! 3 ABU BAFFLE. ON M. H.. 10 11/20/74".. - .. -PROFILE- - VERTICAL SCALE: 1 =5 _ 4 5 `� ^� I I I z II j LLJ QI NI � INT. N0. 8Th ST. a GARDEN AVE. N. z� EAST STA. 4+ 47.78 M.H. 6 M H 7 W I STA. 0 +00 SOUTH STA. 26+19.0! Q m TACK INTERSECTION STA. �I i I I STA. 11 +77 N.BTh ST. 8 PARK AVE N. IJ� I CENTER ti I LINE SECTION WM WATER VA /SECTION I N. 8th S T. 8-23-5 qv ST 16.. ST -- — — — - -- - — - — - -- - G W G 1 y 1 � 9 ST 42 ST �- 4 In 11■ ■ films 51ne■■eu■ 1111nsu munlenn■nealuunulnnusp■eeuu11uen u ■ ■11u■s■1111e■ ■ 1' c1■■l Ii11 ■ ■ ■ ■e ■1Sniaue■ue■eaaeieeae■ase■ R S-ED 21'� �A-N--��Y7� -G G ._ S/a t ■ fie 11111■ �. — n 51ee I eu sp1en511■111■■51 5151eie■ 111■■ eee11a51ee1 ■111111111e51fi■1111111151fie11111511 e11e gals e1■ 315111 ■■u11uunn11nfiu■11■1■uu ■ufi■ulommi51 ON11e11■115111 a sae a aefi e e 111 soling ■e51e fi■e111151■1111e■uufi■a■eue■fiaeeIII lisp ■11e■e1111e■spnn11u51111uu11■11 :e■11 e11■uu11� M.H. S�— E & 8 vC W til $ ±8 +I I +12 �l3 +14 i STA.4 +27.7AHD W 26 W �J STA.26+24• BK ? ioP _ WM _ — -------- - - - - -- op X- x x x x x x --x x- -N -X -1 X -n =X X X -X N X =X X -x- X U P u STORM SEWER LIFT �� 3 I PgWER VAULT I ASPH. CON. STREET a CEMENT CURB Fx GUTTER STA. &3SA4i& N-t$ r- rn' ovcazniio.✓ �, I zo INT. N.8th ST. & GARDEN AVE. N. STA. 8 +31.64 SEE DETAIL z SHT.5 STORM SEWER RELOC. > � - 1 Q c 125 I U I W I W PACIFIC CAR AND FOUNDRY CO. e w 1 LuAI Er NO. 8th ST. �I I� n z GARDEN AVE NO, TO SUNSET BLVD. 210 I I MATCH LINE STA. 24 t00 SEE SHT. NO.2 PLAN VIEW STALE: III- 101 STORM SEWER J -- M.H.5 STA.4 +70A CL .: .PROFILE N. 8th ST. STA. 4 +22:78 ---------------- - - - - -- - - - - -- ------------------- 30 LT, 5' --------- - - - - -- - - -- / S��SAN. SEWER , STA. 8+36 INV. 28.93 I 0 L; _- INV 24,00 INV. -2? - _ - / INV 2691 INV 26X9 O d� I M.H.6 , INV 23.gs1 I 0 INV 21.19 X27 - STA.8 +, 36 "STORM SEWER 36 :1 -21 °CON. PIPE M.H. 7 34i'-21° CON. PIPE STORM SEWER Z3,ao ; VVV 20 n 3�7.- � 21 °CON. PIPE LT. 5� � STA. 8 +52.2. S= .0.00578 ft /ff STA. 11+77 S= 0.00332 ft /ft STA. 14 +65 i S= O.00:IOO ft /ft INV 20.37 LT. 5' INV 27.81' Ex. INT. N. 81h ST & I SEE DETAIL LOWERED TO INV 25.25 GARDEN AVE. N. I SHT. 5 STA.4'47.79 - STORM SEWER RELOC. I INT. N. 8 th ST. a GARDEN AVE. N. STA. 8 +31.64 10 12" W.M. TRANSITS I 4+00 STA. 14+55± 5 +00 6 +CO 7 +00 8 +00 9 MATCH LINE STA. 15 +00 5 SEE SHT. NO.4 Id- w 0 z 0 z J 0 F _ + U t a W cn ') ui 5 : TOP :'O F. PIPE ELE 19.91 +00 10 +00 II+00 12 +00 13+00 14 +00 15 +00 M.H.5 /q= 30. 26 +214 SK ISTA. LT. 20` 12° W, M. -- ^- - - - -�- PROFILE - GARDEN -AVE. N. - - - -- STA.8+16+ i 03 YV. 23.$5 20• I M.H,6 NOTE. i SET M.H. AROUND WATER MAIN z_ o N INT. N. 8th ST 8 M.H. BOTTOM TO BE SET TO MISS MAIN N.Q�� /tea x a 5225 4,317'- 21" CON. PIPE \ GARDEN AVE. N_ STA. 26+ 19.01 AS✓�- _ =.. -- I� HIGHLANDS BYPASS a w 5= 0.00332 ft /ft FROM SHT.NO.2 12 °Yd.M. �F�,s�E, �l0NAI��'G SANITARY SEWER STA. 28 +00 PHASE T IO DEPTH. COVER` .4.75' --PROFILE VIEW VERTICAL SCALE : 111 -51 1 RELOC. M.H. 6, 20' WEST. R -E.9 10 /25/ GEC /RE6 REB 24 +00 25 +00 26 +00 2 LOWER PIPE AT M.H.6 23/74 AS SHOWN 3f0 4 / 3 4r 5 PLAN VIEW SCALE,:.! d1G10` DETAIL - N. 6th ST. & GARDEN AVE N. I NT. DETAIL- STORM SEWER RELOCATION SECTION •, A -A _ SECTION A- A INT. GARDEN AVE.N. & N. 6th. ST. I PROP. 21 "SAN, SEWER 30• 20 Es BOEING PARKING EX, M.H. STA. 14 + 65 A- M.H.! STA. 13 +23.70 40- LT 5 INSTALL M.H. AROUND 1 INSTALL M.H. AROUND 1- 20 D. 1. PIPE , 18',LENGTH 10 _ _ S ` 0.0 ft/ ft I INV. 27.25. M.H.I I M. H.2 APPROX. PROFILE - -- _- - - -- SPECIAL SAN. M.H. INSTALL CHANNEL IN M.H. SPECIAL STORM M.H. -- - - -f', SEAL NEW JOINT BOTTOM ELE. 15.00 STA. 13+09 EX. 15° IND. SEWER STA. 13 +32 =: HIGHLANDS BYPASS LT. 222 STA. 13 +26 LT. 21 SANITARY SEWER --- - - - - -- - - - -- — -- INV. 18.25' NORTH INV 22.00 INV. 18.8' EAST a WEST 30. ILE IEW— VERTICAL 11! 1 ..USE D.I. PIPE IN 20��SAN ,36L.F R.E B.. 7i 2/74 -PROF® VIEW— Q T ICAL SCALE : 1 - � D R EX . 12" C.M.P. PIPE -- INV, 17.81' EAST & WEST `�� AS SHOWN BOTTOM 14.0 I- - - - - -- 54 "M H. DIA. - - -- - - -- - - =96�' M H. DIA_ CL PROFILE -- 1 I o M.H. 17 / 1 - EX. STORM M.H. _ ) �21° NEW STORM M: H. ' STA. 14 +65 20'�D.I. PIPE CON. PIPE-PLAIN- 20- _ aO STA 14 +67 LT. 18.5 RT. 3' CONNECT NEW C.M.P. , -- CONNECT EX. INV. SOUTH, INV. 25.25' PLUG OLD INLET I- 21 "REINFORCED CONCRETE PIPE- 6'LONG (SPECIAL JOINT) INV. 25.25' NORTH \ I 20"D.I. PIPE , 2' NIPPLE (PExPE) , ( NIPPLE WELDED TO REBAR OF 21" REIN. CONC. PIPE , GROUT a SEAL JOINT) - 20" DRESSLER COUPLING( D.I.) M.H.! M. H_2 --_I- 20"D.I.PIPE, 16'NIPPLE (PE xPE) INSTALL 2 5'- aO "C.M.P. INSTALL M.H. AROUND INSTALL M.H. AROUND 1- 20 D. 1. PIPE , 18',LENGTH 10 _ _ S ` 0.0 ft/ ft � -� AS BUILT REB 4/76 EX. 24" SAN. SEWER, EX. 24" STORM SEWER, CONNECT NEW 20" SAN. SEWER, PASS NEW 2d SAN. SEWER STRAIGHT INSTALL CHANNEL IN M.H. THRU M.H. v SEAL NEW JOINT BOTTOM ELE. 15.00 HIGHLANDS BYPASS SANITARY SEWER PHASE IT - ILE IEW— VERTICAL 11! 1 ..USE D.I. PIPE IN 20��SAN ,36L.F R.E B.. 7i 2/74 -PROF® VIEW— Q T ICAL SCALE : 1 - � D R REB REB - � `�� AS SHOWN