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HomeMy WebLinkAboutzS-0144Setla. i! � i �I � I� i� i� i ��� (l j � I � �� j t Iris 9`Ii'r;`�'i � i7i'ii`pI"i�`rfir�� C7YT1`r�!'1'�rcel rah 'fxfw�'fll�'�uhrwawlt�Orsim`Prq^ i ,, S -;44 /Z -33 ERSTAT� 405 - - -� -- r S IN .' a 19 (�11� '� — JONES AVENUE N. E. {� - - - -� I I l •I Al� r i 4 I X ! �d 7_ ". 6` -5 * 4 3. —.21A �1 a I 1 fit~'' I/: � I •�, \I� _ i I � — — — f � __ I � I gAVENUE N. E. 7 — —6—— -3 2 8 1 2 I I 17 I L LINCOLN AVtNUE N. E. ,ili � If w 7'� MONTEREY AVENUE— N. E. Lj - - - -' -' - '- -'- -,_ 0 1 /2 1 rI 1 i J � 1 >I 25 ° 17 3 17 6 5 4 3 j1 7'� MONTEREY AVENUE— N. E. Lj - - - -' -' - '- -'- -,_ 0 1 /2 1 rI 1 i J � 1 >I 25 ° i- - -- — - - -- - - -- — -- AB ER D E E N — I AVENUE N. E. - -- 5 -144 _ CITY OF R E N T O N ENGINEERING D E P A R T M E N T rY 't..... A4 1 JY ° LF 1 _ _ I. MONTEREEY 1 i AB ER D E E N — I AVENUE N. E. - -- 5 -144 _ CITY OF R E N T O N ENGINEERING D E P A R T M E N T V� �,�7 TRH. /.� NAKOS K., A.A. H.F.. x E.C. -LAMBRO R.S. .L A. B.q L. W. ZLG, W. A. r / , / • FOSNAUGH _ MC L AMET- F• Z HAZEL PE N ryEp j�j�j �) SHANE SMITH 4 LEMON SPENCER PORC /. /, /� /,r•r, • H,F G.B. FOSIJAU� OSNAUG 19 _- 'ELLEuR 0 3 r, rS'�� _0• /� /452.70 18 7842 $/855.67 49.#29 .x'/26549 J//578.32 .013/5 25 L$/7B4.f8 01- -74./9 9/O,oy. 12?6.SY /6�Y /590.6 /59 r STRUTYNS HAZE 4 9--E I.EW 920.43 P. a..L. , ,x'2938. 715/ �. s76��zi- _7', -°T� _S- v- -✓��.e /!O 2 / .;IT.A. L F A. FRI ANKI S / o / k25379/ I = / I I � III 1 IL, BACKMAN F.W. AKERIS / � 'lr✓l je 1 \�i, I � I I A' „R.B, m j OU i R ,$ 889. 70 I D. C. ID. N.BARRETT� DOBSON ���I 83845_ V/0879,3 2 � i I I I SCHRU I 31 W w v =:1 - i C H. , s. R.J. GAMBLE GENE T. GA LYEAN BARB 0 z $ /O /5. /9 I ,$ 2404.97 3 I- /963.44 I F. SANDERS / C.H. R. D. A. FOGIT WRISET OW ENS �7 A. T. R. _ L. C. FUl MYERS FUGITT sl'131 . 7o0104727 17 I /047. Z7 6- 41 MT-- J.M. JONES -- -- - - -- - - E.F. C.L. C.I r r L. A. - M. J' 'HIA TT. - J. _ -- J. L. E. D. D. C, - _ I- ,'3690. 95 J. W,8E.R I SIEBERG REID TEICHROE H. E NOWK CURRAN GOBI ER BOBIER y / 3 .., _3' 38�ZS A.0 PETERSON _ PERANTI E R A _ ILLIAM8 99 .79467 8364/ 95945 / - x/.7.30.87- FRANK A. STOREY - 4i I 011-- Ze4 -Sr/70 4 ,9/00336 fD03 .91657,4 - M J� O 1 MONTEREY G �� RNJOHNSONI s 1m S.M. J.F. B G A 74 7.66 P.S. P.BL. t u-�- I R I STOREY' i BURGH BUR GH 28 7324.8/ x/72/.48 - &1693.96 a $//37. 1� 9 /i 4:82 DOW r �. IO� 7741 /4 IyJ W nei may IW vn- - a 4- 3 I H. W. RICKSQN FRANK A. - I zl 6- 2 W.F. D.W. 5 D.L 4 3 2 L. I L. H.A. H.V. cr 1 1 xF:.C.. RIMBE -F cn _STOREY DARLEY SCHMITT KRALL t1ANSON CAMBINA EDWICK /Z / /.5/ 1.$' /0033 1 H.W, SLOANE /32/.50 / 19727 /0¢727 "8'/047.27. B¢ 879§$.. 879b•i -- _- I - - -� --- -- - -- ABERDEEN - KENNEWICK AVENUE N. E. / .;IT.A. L F A. FRI ANKI S / o / k25379/ I = / I I � III 1 IL, BACKMAN F.W. AKERIS / � 'lr✓l je 1 \�i, I � I I A' „R.B, m j OU i R ,$ 889. 70 I D. C. ID. N.BARRETT� DOBSON ���I 83845_ V/0879,3 2 � i I I I SCHRU I 31 W w v =:1 - i C H. , s. R.J. GAMBLE GENE T. GA LYEAN BARB 0 z $ /O /5. /9 I ,$ 2404.97 3 I- /963.44 I F. SANDERS L - s LINCOLN AVENUE' N. E. RALPH B. BERGMAN I Vi F. IMEEK I B A BB /436.616 202/.1/3 ,$ . 32045 I i l I w i Z �b\ I D. I EMBERG / C.H. R. D. A. FOGIT WRISET OW ENS �7 A. T. R. _ L. C. FUl MYERS FUGITT sl'131 . 7o0104727 17 I /047. Z7 6- 41 MT-- J.M. L T. A.V. KEIL G I. E.F. C.L. C.I PUHICH BREZNINFR ///6243 CLEMENT 'HIA TT. ROWLEY GUY AVENUE Z.43�. I- J. W,8E.R F-. F.M V 5 1- 4 n ✓ {�t1 o I R.V. B y / -�-I�: ��-Ii_ .., 3 I 14 A.0 PETERSON z g J.R_P ARSON R A _ ILLIAM8 99 A. Vail W00 ON M.J.1 95945 .03. x/.7.30.87- W Z� MCDONA I L-L L - s LINCOLN AVENUE' N. E. RALPH B. BERGMAN I Vi F. IMEEK I B A BB /436.616 202/.1/3 ,$ . 32045 I i l I w i Z �b\ I D. I EMBERG / C.H. R. D. A. FOGIT WRISET OW ENS �7 A. T. R. _ L. C. FUl MYERS FUGITT sl'131 . 7o0104727 17 I /047. Z7 6- 41 "7 I" .. 65 ROBINSON• (I ,pF. R'. w.c.3 3 1 HIGGI 1 y/ /O /p 57 �2 z SCMUU R LUTMAR r 9 972 a9 .7209 R. B. B`SIAC I 0 AVENUE N. E. A_C ; ;'HEELER -83 H. T. _ R, E. HACKMAN HUEBNER //9(0 -83 1,96 -83 - - IT li C. D VROOMAN� -83 2 L. -f('- I I I - PAUL S/Y/ /7-H - W. K. DOBSON I � H. H. -lll I HAWKEN_ -� S. I IZERWOODIS S. � !ZERW VERA a Lvory I s MONTEREY AVENUE N. E. I- J. W,8E.R F-. F.M V .8'6057./69 1�C ✓ {�t1 o 6085. Z9 WOO IN READ A -- . 70 -- AIREY A.E. TAINI S.M, WIEBERG Argil =+a9�BH.U@WAMR-0 I ^_LL��YY�� -� - ,A95945 J 7�\ 9S -A5 JURASEK 959.45 95945 .03. x/.7.30.87- W Z� ` N�a1 m4 4 - M J� O 1 MONTEREY G �� RNJOHNSONI 1m S.M. A 74 7.66 1WIEBERG ? D. N. BARRETT 9 /i 4:82 I i iEBERG 1.$' /0033 1 - - -� --- -- - -- ABERDEEN - 0 AVENUE N. E. -, V. `AIREY .839//96.. ' A_C ; ;'HEELER -83 H. T. _ R, E. HACKMAN HUEBNER //9(0 -83 1,96 -83 - - IT li C. D VROOMAN� -83 2 L. -f('- I I I - PAUL S/Y/ /7-H - W. K. DOBSON E. PISTORESI � H. H. -lll I HAWKEN_ -� S. I IZERWOODIS S. � !ZERW I s s /611.04 zloo az r:� yl,$' 2052.Oggr40c -, V. `AIREY .839//96.. ' A_C ; ;'HEELER -83 H. T. _ R, E. HACKMAN HUEBNER //9(0 -83 1,96 -83 - - C. COLLIER ,Z- C. D VROOMAN� -83 L SA'ELCEW6 OM BI - ' - s a .- L. -f('- P :F A v A. Tf10dlP,S'J - PAUL S/Y/ /7-H - N / WARD P. BARNES -- BARNES .3/3.5.03 ,$'683. 59 s s Ilf�� l 5 s f� RONALD W. WIEHCFF S o .8'6057./69 1�C ✓ {�t1 o I WILLI AMS A -- . 70 -- PASCO Argil =+a9�BH.U@WAMR-0 I ^_LL��YY�� -� - AL. SCHUCHARD aCONVILLE G. MC 'I > 7701.47 - I ORVILLE I� 111447 16 ASHLEY I N. E. Iti la M J� O 1 MONTEREY G �� AVENUE - 2 3 'DUTCH _ $1726. 65 W ~I W F- lob I W ZI I N E. L 5-144 C! T Y O F R E N T O N E N G I N F. ER I NG OE P ARTM ENT SANITARY SEWER L.I.D.267 -��cN - - - -.- .. -- - - - - -- VICINITY MAP T.D.G ATE DRAWN cA 1'10' REY'ISION RV APP /, OATS I APPROVED _- _---- i-- - - --0- '� - -- 12 -3-3 -- TH 00 5T 65, sZ 10' ......... Z ..... ........... r-4.92 94.9 loo.00- - - - - - - - - - - - - - 0 0 0 94.11 1001. C)C) 5-144 CITY OF RENTON ENGINEERING DEPARTMENT Z G7 AKERS,IBACKMAN EASEMENT DESIGNED DRAWN N., I REVISION BY APPR.I GATE APPROVED SHEETOF L.I.D. SANITARY SEWER,�Q,.. LID 267 ENGINEERING COULEE SLEAD'S UNIVERSAL PARKER ALLISON T* E McDONOUGH DI ORIO KING CAMPBELL ESTIMATE CONST CO. SEPTIC SYSTEMS UTILITY CONTRS. CONST. CO. INC. CONST. INC. CONST. CO. CONST. CO. CONST CO. CONST. CO. RENTON, WASH. 7750 CORLISS N. 2520 E. 9Gt` 2345 N. 187" ST 20333 15"AVE. N.E. 9917 PORTLAND A. 22705 -74*` PL. W. 13249-NORTHRUP WY. 2821 - S. 200" 4521 S. BOND ST. 2702 -50". N. E. APRIL 21, 1970 SEATTLE, 98103 TACOMA, 98495 SEATTLE, 98133 SEATTLE, 98155 TACOMA, 98445 EDMONDS, 98020 BELLEVUE, 98004 SEATTLE, 98188 SEATTLE, 98118 TACOMA , 98422 ITEM QUANTITY UNIT TOTAL PRICE TOTAL UNIT TOiAI TOTAL UNIT T ®TAL UNIT TOTAL R CE TOTAL pR C TOTAL PR E TOTAL UNIT TOTAL PRIC TOTAL PRICE FURNISH t PLACE 8° 8100 L.F. 750 60,750-00 6.10 49,410.00 6.23 50,463.00 6.90 55,890.00 6.35 51,435.00 7.10 57,510-00 6.85 55485.60 6.25 50,625.00 8M 64,800.00 13.90 1 12 590.00 12.10 98,010,06 CONC. R. J. PIPE FURNISH * PLACE G" 3735 L.F. 5.00 18, 675.00 5.00 18,675-00 3.25 12, 138.75 4.00 14, 940, 00 490 18, 301.50 4.90 18,301-50 4.80 17, 928.00 5.25 19, 608.75 5.00 18, 675.00 5.00 18, 675.00 8.10 30, 253.50 CONC. R.J. PIPE FURNISH 4 PLACE 135 EACH 5.00 675.00 5.20 702.00 6.00 810.00 3.00 405.00 5.00 675.00 15.00 2,025.00 4.80 648.00 12.00 1,620,00 )0.W 1,350.00 5.00 675.00 10.00 1,350.00 8 "x 6" CONC. TEES _ FURNISH -� PLACE 9 EACH 5.00 45.00 5.00 45.00 6.00 _ 54.00 3.00 27.00 5.00 45.00 12.00 108.00 4.80 43.20 10.00 90.00 10.00 90,00 5.00 45.00 8.50 76.50 6"KG" CONIC. TEES FURNISH 4 PLACE 300 L.F. 10.00 3,000.00 8.67 21601.00 8.00 2,400.00 7.00 2,100.00 8.00 2,400.00 9.00 2,700.00 7.78 2,334,00 8.00 2,400.00 15.00 4,500.00 18.00 5,400,00 13.50 4,050,00 81, C.I. PIPE FURNISH t PLACE "' S85 L.F. 9.00 _ 5,265.00 6.83 3,995.55 6.00 3,510.00 6.00 3,510.00 7.00 4,095.00 8.50 4,972.50 -4.90 2,866.50 7.00 4,095.00 10.00 5,850,00 11.00 6,435.00 12.50 -7,312.50 6 C.I. PIPE FURNISH t PLACE _ 2 ONLY 60.00 120.00 65.00 130.00 75.00 1.50.00 35.00 70,00 60.00 120.00 85.00 170.00 104.65 209.30 115.00 230.CO 50.00 100,00 115.00 230,00 83,95 167.70 8"X6" C.I. TEES FURNISH � PLACE 6 ONLY 50.00 300.00 50.00 _ 300.00 70.00 420.00 30,00 180.00 50.00 300.00 78.00 468.00 89.55 537.30 100.00' 600.00 50.0 300.00 105. 630.00 67.55 405.30 6"x6" C.I. TEES FURNISH 4 PLACE 8" 7 ONLY 56.00 350.00 60.00 420.00 90.00 630.00 40.00 280.00 50,00 350.00 75.00 525.00 80,00 560.00 60.00 420,60 50-00 350.00 56, 350.00 61.35 429.45 TRANSITION COUPLING FURNISH 4 PLACE 6" 1 ONLY 50.00 50.00 35.00 35.00 80.00 80.00 35.00 35.00 50.00 50.00 70.00 70.60 60.00 60.00 50-cc 50.00 50.00 50.00 50.00 50.00 41.50 41.50 i TRANSITION COUPLING FURNISH 4 PLACE STD. I ONLY 450.00 450.00 450.00 450.00 400.00 400.00 375. 13C 375.00 600.00 600.00 325Lb 325.00 495.00 495.00 50040 500.00 550.Ct 55040 500.00 500.00 400.00 400.00 54" MANHOLE FURNISH 4 PLACE STD. P-6 ONLY 400.00 10,400.00 400.00 10,400.00 360.00 936.00 425.00 11,050,00 50O-CG 13,000.00 300.00 7,800.00 443.00 11,518.00 550. 14,300.00 500-00 13,000.00 500.00 13,000.00 45O.on 11,700.00 46" MANHOLE FURNISH N PLACE STD 7ONLY 800. 5,600.00 600.00 4,200.00 700.00 4,900.00 250. 1,750.00 900 -M 6,300,00 100. 4,900.00 995.0 6,965.00 1,050. 7,350,00 300-CC 2,100.00 6Cb.00 4,200.00 % 5. 6,755.00 DROP MANHOLE FURNISH 4 PLACE 4 ONLY 125.00 500.00 100.00 400.00 95.00 380.00 150.00 600.00 150.00 600.00 90.00 360.00 120.Cb 480,00 150.00 600,00 250.0 1,600.00 150, 600.00 150, 600,00 STD. LAMPHOLE CHANNELING OF 5 ONLY 125.00 625.00 90.00 450.00 75.00 375.00 50.00 250.00 150.00 _ 750.00' 150-CO 750.00 90.00 450.00 15.00 375.00 75. 375.00 IX.X 500. co 80.E 400.00 EXISTING MANHOLE FURNISH 4 PLACE 2500 TON 2.80 7,000.00 1.00 2,500,00 3.50 8,750.00 1.00 2,500-00 3.00 7,500.00 4.65 11,625.00 3.90 9,750.00 2.50 6,250.00 4.00 10,000.00 4.00 (0 000.00 3.50 8,750.00 BEDDING GRAVEL _ FURNISH 4 PLACE 7600 CU.YD. 2.75 20,900.00 1.60 12, 160.00 1.60 12, 160.00 3.00 22,800.00 2.50 19,060.00 ).85 14,060.00 2.20 16,720.00 2.50 19,000,00 4.00 30,400,00 0.01 76.00 3.00 22,800.00 SELECT TRENCH SACKFILL FURNISH 6 PLACE 100 TON 10.00 1,000,00 10.00 1,000.00 10.00 1,000.00 12.00 1,200.00 20.00 _ 2,000.00 13.50 1,350.00 14,25 1,425.00 30.00 3,000.00 20.00 2,600,00 15.00 (,500.00 10.00 1,000.00 COLD MIX SUB -TOTAL 1 135,705.00 107, 873.55 107,980.75 117,962-00 127, `121.50 28,020-00 12.6, 474.30 131,113.75 155, 490.00 175, 456.00 194, 501.45 5.0% SALES TAX 6,785.25 5,393.68 5,399.03 5,898.10 6,376.08 6,401.00 6,423.72 6,555.69 7,774.50 6,772.80 9,725.07 To TA L $ 142,490.25 $ 1 13,267.23 -$ 113,379.78 1 $ 123,860.10 $ 133,897.58 134,421.00 $ 134,898.02 $ 137,669,44 $ 163,264.50 $ 184,228.80 $ 204,226.52 5 -144 12 -3--3 J - - -� Lomas BUSH soon i noun HBO Samoa ■ ■ ago *NONE ■■■UHN EVERE■ERMHER■m■■■ ■■E■ ■ia ■Rhona ■ ■ ■! ■! ■■ Mona ■i ■E ■!:■m ll E!i!!!lEilS1• ■I! ■E■ ■!! ill■! ii■ liEi■ R■■ E! R■! illiiilili !■ ■EEEEI�iiliiliiiill! ■ N ■ 1 low 1p`' R ■ ■ °,-j °.r.•°' �• 'a•'•'•a •s• I i Ly;16 ■ 319 2 5 Squs/. \'1J�' E _ 4 °•-, °j °, •®,°• °'O• ®• y1/ fit✓. I r 1 li �1 �Y '...7' � 1��I � 1 L/O i /-. ■ � i /'.JL.f� ply 1 ,-� ® AVENUE JONES ! E, ! _ ■ / 1 I ■ i i i ■ —4.4 - I I i ■ i ■ w 9 ® ° ■ ■ii ■■ MEMO Al ■ mil!®■■■ ■■ mill ■ m ■ ■i ■ ■ ■ ■i! ■!! ■! ■ ■■mi li ■ii ■! ■ ■ii ! lO: ■■ Muni �ii/1i ■ ■■E ■ ■i' ■i!ii ■ Eii ■ ■Eii!'l! / i ■ QI � ® � 111 lv ° I r �i 1 ----------------- I i WI KENNEWIC: --NUE___f N. E. � r �+ w ■ _ r a 1 N 1 ■ 1 � � °■ O _ ■ N ®(n� L.1.D BOUNDARY E 6 _ LINCOLN - AVENUE ^N. E. z �� ■ 1 r I ■ 1 ■ � 1 w%jly _ e, 1 _ G r".��a U 2 4 ® 4 P MONTER , ?,"_AVENUE N. E. � - -' - -- —' - -- — ' -1...1 ■ e ■ ■ j ■ ■ ■ ■ ■ wl2: :I_�� V, 1 1/1 0 N. E. a- JQ� oO 1 MONTEREY ! �i1( i jJ ■ ■ J L_■ ABER■EEN AVENUE °- ■ s ■ i NOTE STANDARD SYMBOLS OO SEPTIC TANK LOCATION SOIL PIPE TEE LOCATION • STD 48" MANHOLE 111 59I STD 54" MANHOLE G— GAS LINE —w— WATER LINE UNDERGROUND TELEPHONE O LAMP HOLE ►� MONUMENT PERMANENT EASEMENT ......... LID BOUNDARY ■ ® ■ ALL PIPE LENGTHS SHOWN WHERE BIER ■EEi ■ ■ ■■ ■ill ■ ■ ■■ ■iii ■ ■i ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■!RE ■EE ■Ei ■■ ill■■■ ■ ■!! ■i! ■ ■I ■ ■ ■m ■1Bl■ ■ ■ ® ■i ■ ■� ■!I! ■ill' ■ ■ ■m■ ■ ■ ®� THE GRADE IS GREATER THAN 15 % REPRESENTS ACTUAL LENGTH OF PIPE AND NOT HORIZONTAL DISTANCE. 5-144 DArum * NOTE- ALL WORK SHALL BE PERFORMED U.S.C.BG.S IN ACCORDANCE WITH A.P.W.A. SPECIFICATIONS. ■ ■ ■ ■ ■ E CITY OF R E N T O N ENGINEERING DEPARTMENT SANITARY SEWER L.I.D.267 VICINITY MAP DESI�NEO._l'.D. G. Li�l� %0 iL NC O __.._ _ ❑RAW N__ R.E.J. — CHECKED__ _ SHEET..... OF_... 1Z -3 -3 4 05 RFEWAY - s n 11+36.10 F _ a A116 10' ESMT Q .4 STA. 9 +74.10 M.H. #15 OJS s -- -• o �� Sta. 80 Sta.4 +55,90 O % ^din 9 ..... . M� 1W SEE ROFILE'SHEET 8 o-4 ap v ,. , . `p0 410 ! ,9W 30 ur• W 1733 9 IWN N 11W4 ` 0 5 5 Gnrage © n 1633 1 725 b 1533 `41 246.90'B I 247.17'8 b 233. a3'B 1609 1617 1625 Q 230.57'8 241�B0'B 245.60'8 N �___- 4� M.H. #7 M.N. #9 M.H:0IC . Sto. N. 14+97.25 MH.# 8 Sta. 18 Sta. 10+36 Sta.E.0+OO_ J ON ES _ AVENUE sta. 14 +50 I N. E. ro u 5 _ L 253 -8 Canc. Pipe 30'N e •� « _z, L? 161'- 8a Conc. Pipe ", .. 2 "-- - -_W N-- 1 -_ - -_� Abandoned 2" Water \ M NM N::.. 30' iN 1I f� —5' u r,6- L'Jry ✓~ O r64 - 5•S'O� ,Iy, O .: ro G 0 In W W G G Orbo � F� Bamw 2eccsG✓ V :;I DJ �\ 4i � 11__ 4-; N O ► $O � -_ UI � V EO."' 4' O 0,9'9SZ O O -� I, •'I bZ91 E 0' 9151 Liiii i.; 3 9191 1 0091 w I:::::: :1 0 G b091 -C�� 10' ESMT 1"""' 'il Q 37 t - d M 4.5' pF a /rbo •�' /III .•�,d: �.�.? 10' ESMT a -iii:: ' 1T w De6P N STA. EI +59 6' (.S'�EEF J k o N T� zroi o w d 111 N � I I ._ m tiN I li Z Ir I 2 +TH S'OEra _I I'' { S Motch Line "E" See Sheet 6 1533 259. 3'G p 5 -144 _ AS UU /L7 7 -Z3 -70 7. z :). ` CITY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER L.i.D.267 Jones Ave. N. E. & N. E. 1 6th St. /,Z-- 3 -3 -2. Li/ 0 � 405 C E w AY J � Q M.H.14 Sta 4 +55.90 �� ND IO' VSMT. M.H. # 13 d1 W�tD 11R Sta. 1 +10. NOTE: Grade Between MHOI $ MHf2 4 Will Be Set In Field. 1B � � I S E PROFILE gHEET 1501 � 441 1 ESMT h O ••• ;` 5. S I B s 1409 Pl 425 { 209.16'6 J\ 1 S. %4 Cor. 1 401 4 �y► Sec. 5-23 -5 2oe.oa'e m I I G M.H. #3 M.H.#3-A 0 0 M.H. 05 (DROP) [ in p C) Sta. 1 +65.47 Sta. 2+40 Sta. N.5 +70.97 `. p hl a r St a. E.0 +00 ZZ 2 5' — — - * " ....... ....... o- ....... .a........ : 5 p - $ L C ne w 75' -8 °Cana 244'- 8" C.L. Pie L = 96 N t- - ' - 17 CL' - 30 w : ....... . . c al ...... .. - I J t M.H. #I n w. 65'° N1 hq "� S rI/F A , MH 6 DROP) % ( ' SEE PROFILE SHEET 7 W "� Sta.4+75 e. vi,r.orza 1� Op o TS,aS* 55 W v -Sto. N. 6.74 • rn 45. 6^ c.l. N :::: <- a A V E N U E N. E. JONES 0 3� 4s 06FP � M.H.*2 (54'Dio.) 0 SEE HEET 12 Sta. 0 +00 (All Directions) ,2 FOR ROFIL � }•� � I ;; 8,99 "6ZZ 9,1'ezz Z£bl got, LT 9 I b I L.H. # 2 1:::: y / Sta. E. 1 +7D CL LLI r �? 6 V bZbl 45OEEP .. U -W m tL - - -- - `_ L I I CV - / N W u W J to 30 r o} 1 : .I _ ' 30 1 1 - ylr N iJJ �.... :: I I 5 ti v Q � M.H. #26 1:::: Z W Sta. 2 +34.30 _ i M.H. *210 E. Sta, 2 +43.56 I Sta N. i a 5, 0 -0 0 f0 :i p-- N Match Line "A' ESMT j �. Motch ^Line "D" " w / See Shp-t ^ r% See Sheet 4 m ® O w O S 4- O d d L d nS Z - --' S -144 p /� CITY OF RENTON EP:GINEERING DEPARTMENT SANITARY SEWER L.I.D. 267 Jones Ave. N.E. —N.E. 121h $c N. E. loth St, I ADD MH, CHANGE PIPE SIZE TDG gK` 4-2-4-7- DESIGNED T. 6.G. DATE 4 -1 -70 FILE NO. 2 RELOCATE ESMT, MH 6 TO MH 13 TDG e ivlc 5-/'--7o DRAW R. ETT.,I�,.11 -6 e.c. CHECKED_s G SCALE 1" = 40' FIELD BOOK PAGE_ NO. i REVISION BY A —PP R. i DATE APPROVED P SHEET I OF 12 - 2- -3 -j -r All k"t':FUIC1 44"Uei P144-1 "TAIM UIt `.' '� _ `il,lai.nth'f4?�r l*�:rrS"1"i�°C'�I�'Y•!'°f�°Y�t JIL d of ;. WAS y1a.�� AS R ✓- 1144 F-�U%L� 9 -23 -7o T. Z:). G. 93 9 9 9 CITY OF RENTON 4.q ENGINEERING DEPARTMENT a ssJ�A� 9 SANITARY SEWER L.I.D. 267 Jones Ave. N.E. & N.E. 20th St. -_ DESIGNED t.D.�. 4 -1 -70 DATE FILE NO. CHECKED 7 SCALE -1-7 4 d 1 FIELD 800K_—PAGE— 1 NO. I REVISION BY IAPPR. I DATE APPROVED 699efZ C SHEET 3 -.OF 12 ssr 4 1� /off M H * 2 Sto. 21 --- TES 2 +44 K' W W 2 N W J 0 W a. W w N O 3x59 � E 1215 228.6'l MH t- p t r � h� — 6� - 1301 237.0 ; . 111„ < illpqp o.l ft i Match Line °D" i See Sheet I F-1 4 1 7 WI 245.38'6 MV. * 28(DROP) 0 0 o MH4 ?_5 (DROP) j b sta t•. 4. }41.s71� — 0400 7co1.Fh7 KEPJNEWICK AYE N. I 0 +00 (!+I'. Other i Le SEE PP,OFIL) a �` :f h IV N Asphalt N N b � . :: �: N r Asphalt - m SHEET 10 r y U) i j c°i m e_o +ir S E PROFILE StiE ap 10 a r. otri r =rCz rr y - =sE 1 N Es 5` z0' - 5 +32 ( %d 425 7' Offe'F 10' DEEP 40 L -�- ° 10 ESMT, f rn W I L O e,a9•abz � e,aa•aQZ r ', W 4Z£l k i� (ii ff,Lb'9b2 91tr1 I W X. Si a, E 1405 e I ® m n I ® O 8�L4'44Z - at f •� Q 9I£I I At 1401 1425 5 0s I is 257,478 280.89'8 I t Q I Ci: o J: LINCOLN AVE. It N.E. C i a 5. 2! 0 MH431 N N 10 ? SEE PROFILE E. SHEET l0 tpC. _i +a,as I v I off. rl y d. uti \:J'I B•OS'arot2f9/�: N.E II' a s pI � of I ;� B,f6'89Z 1' zObl i P m � a,a•acz l -:A 91b1 E °° 51 i I �+ 1 ,1 LLi 1 I (a Ia N A s i I 'Il p I 4,576 Match Line "K' See Sheet 5 .5-44 A S Z5V14 T 9 - 3- 70 T Q. G . CITY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER LID 267 of Lincoln & Kennewick Avenue N.E. N.E. 12th & N. E loth Street I ORANGE PIPE SIZE �T.F).G�'4 -�4 -(' DESIGNED T.D.G. *D.ATF $":-70 FILE NO._ _ -. I- - -- --- DRaW4.t__ R.7E. CHI CKED L,D.CYE I„= 40' Fl-- HOOlC_PAt,�_ I I _ KO. REVISION BY APPR. I nAlE AP^ S3YE6_ Jss�� ... O I SHEET-4—OF _12 10' ESMT, SSE SHEET I _ r 46 I Match Line "A" Y N See Sheet I 1 z i ` ffewo 3�a2I 'i. } 30' I 301 �� W W O W ' cr N 1209 226,80 s tW U. a T i /off M H * 2 Sto. 21 --- TES 2 +44 K' W W 2 N W J 0 W a. W w N O 3x59 � E 1215 228.6'l MH t- p t r � h� — 6� - 1301 237.0 ; . 111„ < illpqp o.l ft i Match Line °D" i See Sheet I F-1 4 1 7 WI 245.38'6 MV. * 28(DROP) 0 0 o MH4 ?_5 (DROP) j b sta t•. 4. }41.s71� — 0400 7co1.Fh7 KEPJNEWICK AYE N. I 0 +00 (!+I'. Other i Le SEE PP,OFIL) a �` :f h IV N Asphalt N N b � . :: �: N r Asphalt - m SHEET 10 r y U) i j c°i m e_o +ir S E PROFILE StiE ap 10 a r. otri r =rCz rr y - =sE 1 N Es 5` z0' - 5 +32 ( %d 425 7' Offe'F 10' DEEP 40 L -�- ° 10 ESMT, f rn W I L O e,a9•abz � e,aa•aQZ r ', W 4Z£l k i� (ii ff,Lb'9b2 91tr1 I W X. Si a, E 1405 e I ® m n I ® O 8�L4'44Z - at f •� Q 9I£I I At 1401 1425 5 0s I is 257,478 280.89'8 I t Q I Ci: o J: LINCOLN AVE. It N.E. C i a 5. 2! 0 MH431 N N 10 ? SEE PROFILE E. SHEET l0 tpC. _i +a,as I v I off. rl y d. uti \:J'I B•OS'arot2f9/�: N.E II' a s pI � of I ;� B,f6'89Z 1' zObl i P m � a,a•acz l -:A 91b1 E °° 51 i I �+ 1 ,1 LLi 1 I (a Ia N A s i I 'Il p I 4,576 Match Line "K' See Sheet 5 .5-44 A S Z5V14 T 9 - 3- 70 T Q. G . CITY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER LID 267 of Lincoln & Kennewick Avenue N.E. N.E. 12th & N. E loth Street I ORANGE PIPE SIZE �T.F).G�'4 -�4 -(' DESIGNED T.D.G. *D.ATF $":-70 FILE NO._ _ -. I- - -- --- DRaW4.t__ R.7E. CHI CKED L,D.CYE I„= 40' Fl-- HOOlC_PAt,�_ I I _ KO. REVISION BY APPR. I nAlE AP^ S3YE6_ Jss�� ... O I SHEET-4—OF _12 1129 It 2452'G 251.01' G Match Line "B" See Sheet 4 T (.- 7 1 5 SEE PROFILE SHEET 11 ..... 10' ESM'T 7 MH P-5 "�79*23 (DROP) m ..... ..... . . . . . . . . . . .... Sta. 1 58.50 (As Built) 37 5 . ::I w l0' EASEMENT 7 W Is 5 4'pFkp to F- 0 3' 4' DEEP 0 Do 1155 1171 C11 • 246.82'6 255.0'G J It 3' ... 4'DEEP ,. 2x40' .... w 2-67* ... LL HH # 4 4' SEEP 1::: Sta. 2+64 rJ w ::::w! (As Built) a. 1167 w Garage 256.1' G U) w ni 0 T all M 141*2 4 w Stu. 11-t2a- F&4o SLAIN w Z II 1209 -09 2 9 00,.5'G lw, s 2— ABERDEEN N. E. to " -4 ry ra 0 ;0 0 e 0 .... .. ..... Ar"J"T" r 7' Vo :11:11J/ 1409 Match Line "K" 279.0' r- See Sheet 4 5' 'Ev. 5. ........... ...... ....... 30 ... Cane:: p I .. . M H -r-3 Sta. E. 44•92.14 N. 0+00 3 MONTEREY k AVE. N. E.� q' 41 SEE PROFILQ SHEET 10 IA 0,8-88Z 001171 sot'l L—j- j JIL -1jr- 5 -144 i H= ;- \A I C� CITY OF RENTON WAS ' -P- 4Z c. ENGINEERING DEPARTMENT SANITARY SEWER L.I.D. 267 Aberdeen Ave. N. E.- Monterey Ave. N.E-N.E. 12th DESIGNED -111,G. D , 4-1-70 FILE NO CHECKF-D—T-DA — SCALE- I" z: 40' FIELD BGO�AGE- REVISION BY 'APPR. --fAPPROVE:D— rAT SHIEF-T---��—OF--L2— 1716 264.0'G s 1824 263.36'B Q Q h n W MH'17 V 0 % Sta.4 +04.50 N. E cwN aN 5' ,I(Q + H 3n ro a w - -- - - -- -- -- - -- - -- - .._ .-_ - - W- ........ ......... ....... ..-... . ...., pt:.... - . . .-6:` _ _.. .. _.._ . .... 1 .212 ..... ...... .. .. In - 49 ... .... .... 1:: 0Y M f:::'f "::I N co W jiwMH"30 ::::1 Sta.4 +50 S.5'OFEP 4. OEE : I uj y/ Q 0 ... 5 W G _N G.... �a'.; '� W 6soEE c@. - - - - -- I:....: W U U. I 71- z O (o'OEFP. I�s,l I rte. � $00 N3 #' .cl I W a GI r� ZW Z N W v C4 G - In N - Q N 2l 6. S " 06e P 8'Z>EEP 6'OeEP s :::I 2t 4 N- N Match Line "IS m� Q N See Sheet 4 m W z N -1 - N W Z ,.. 46 '70 d ® 2/ o S7 .I W 00 �a i I W enCD .. Lir � I c I FW U 1 10 N 5' OC6'P s Kf . ::I 'a m I :j: i N I,; :::I. -L 74 S S OEE O l I_ A N Zi 3 il) ? G :I ..I G 5 W °D Match Line "H" v See Sheet 4 N N O m a) O J L L I I F W Z N_ I ,0 �A �O A N 12 W J > Q I Z W �! W MO 0 1 Q .5-144 /� A. s 9 -23-70 / / / ✓rr. �v�} ,,.�SH_ `4s1o9 CITY OF RENTON R1�Qti •p4 ENGINEERING DEPARTMENT � r SANITARY SEWER L.I.Q. 267 �w g399 a N.E. 16th St. from Aberdeen Ave. N:E. to Kennewick Ave. N.E. DESIGNED T D.G. DATE Tom'— 70 _ �� F! LE NO. .._ DRAWN R.E.J. G.E.C. SCALE I = 4O' FIELD BOOis__PAGE_— CHECiCED NO. I REVISION BY 'APPR. I DATE I APPROVED_ SHEET—G ---OF—Q- J_ - 10 OD 0 W_ t 0 245.87 U � 2S0 1701 ' 233.47 1J!3fUs. ? ^ ° 240 ..................... 11$,��i 1Qs.e38;78 s° $ 23Q j 1432 U) 1408 _..., ¢ 1416 L PROFILE lQ - ,t, S 8uiz ' '/6 0 Inv. 226.17 1 220 9. v 215.10 - - - °' Cont Pipe 22Q Inv. 212.69 81 p 71 . �'��' 210 207 —� 14-1 +. .1409... 1 210 210 - (As B u'It) (As Buiii(. - S= 1.649o...Q _......_ . S= 1.4.8:/,.. t�t�� 200 g Conc Pipe _ T.S. - 200 105�(As Bui, N. ) / Inv. 2080 Inv. 202<5G -h— T (As Built( (AS Bu,ir) Inv.199.38. I eru - 246.60 690 (As Built( 190 250 z � I > / / a EXISTING PROFILE ice/ N " 180 ,' JONES AVE NE z � 1�,0 240 / x PROFILE Inv. 244.83 � � �' ��o g2 pipe 670 J S ` Ceno. t 170 2301 6 6 23347 x ' ti$ �• - Inv. 226.17 660 m C / G 160 220 (As Built( N to , C N a 150 W _ / ti PROFILE EAST FROM M. H. ? 5—/44 as RENTON q MC'y1z CITY OF i � x g 142.96 /' 'E�+ ,4I•���.��c �$ ENGINEERING DEPARTMENT 140 `� - 134.72 136.41 - -- - " -- " �/ _ (/,•���C °sjt _. - SANITARY SEWER L.l.®.267 � �- 8 Cont. Pipe SCALE' HORIZ. 1'- 40' I S"� w� � ro. \ICNFL _�_ —.._ 630 S= F Co % 75 - a t pec w.-,. gc..PU Ge; �•p.lc" /.1 -Z4 -7, DESIGNEE ..- ,..�'' -. ._ iDATE_A 1 70 FILE NO._._ 8° Conc Pipe Inv:. 132.79 As eutir Craer ; 5 DRAWN 165` �— "�'� -°�'O— \ ( I 6 CK�NGE 6GRDa i LENGTH -- ---- -•�I S -/ / -7U R- E. FIELDB,K!S9_3 _ I Inv. 128.86 (AS Bu t( _ • -_ -� Inv. 128.07 (As Built( cwECKED T- n•e - AS BNCwM SCALE. PAGE 1 NO. j REVISION BY APPR. DATE A ?PROV -eD <° - SHEET OF 12 JJ ! C °_I"hx_!'=Txl.`.! -J'.i �.!�I cou 1725 1625 1633 1733 1617 240.34 :e �2 240 c) c- I P: 1609 — _ - - --- 236.96 --W.S.H.D. FENCE iPR, 0 1533 1.05 % 164— 6 Ce. on Pipe 228.7 Inv. 254.10 Inv. 235.83 ro 230 ;1;7 - -- - - `r --- I 4 - S -3. 76'/0 3. Pipe oe con EXIST. PROFILE - 220 214.62 G.r.5 1, 208.53 5 Pipe 1501 - - -- 1-- 501 F— Cone. \-:Inv �22i 61 ZI (As Builtj 1425 210 A s 1.54% IA: B�lltl I 9+00 10+00 11+00 12+00 S= 0.55% 8a Cone. Pipe 345' 110'— 81, C Inv .208.45 Cone. Pipe 14 4 200 JA� Bw_ Ty Inv 202.52 irm=2 c I OF RENTON ,A B�ilfj, Inv. 203.12 Yk. Me ENGINEERING DEPART M E NT IA. Bu al jeq. 4b SANITARY SEWER L.I.Q.267 190 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7400 84-00 5*PIPE ITtG DESIGNED T-D-Q, .. JDATE 4-1-70 FILE NO. 'DRAWN --2—E-J-/-6cj FIELD BK 189-193 ECKED—T--.'-.-v-- !SCALE AS SHOWN PAGE NO. REVISION IAPPKi MATE L IAPPROVED (&*4 SHEETS 1 250 240 250 240 230 220 240 230 O w D — -- — 01 w Lf) — U 220 U III I I z >- w 1 010 We W1 w z w cr U. rone. th ST PROFILE 3E s 4 N LE I w z 0 210 U! w Inv. 209-32 w w z 300.78 200 w -W eo 28649 z -i 01 2008 w U z 1 91 -1 ,1 1916 > Z. 28% N\— Inv. 28 5.7 3 280 pipe U —8--- Conc. �1 rt PROFILE '357 Z Z z w Inv. 277.77 LL7JI 2TO A. B.iftl 261.25 1532 ---- 24 260 cot, p-,qe 16th Go 'Bel " N.E. 16—ST PROFILE 245.87 Ilk- 1717 x —144 250 CITY OF RENTON ENGINEERING DEPARTMENT S 225 5 *I_ -- e Conc. Pipe Conc' Pipe Inv. 247.89 240 11 405' 8" jAS Budtj SANITARY SEWER L.I.D. 267 Inv. 238.78 DESIGNED T.D.G. - DATE 4-1-70 FILE NO, (As Built) SCALE: HORIZ. III= 40- IDRAWN FIELD EK VERT. I"= 10' CHECKED T•D•G• SCZCAS SHOWN PAGE— NO- REVISION tBY JAPPR DATE I APPROVED SHEEKE /Z-- 3 -3- -? 310 300 290 200 270 260 :50 IW it IW 1 290 279.77- 280 II ' en z �0 i402 270 z w 258.70 io -- I- - - - �909 Inv.26i. Wi.=67 (As Built) cYil 0 is ur 260 1401 - Conc. z m z I - - -L - 1901- SAS w I= 42.8 6 11402 L- - 250 PROFILE I - -- - - - - m 58 is !,-4 * r pipe _one. W. ?50 ;nv. 248.02 1800 IA. Built) 240 229.72 1w /- 7-�� -4--- Inv 4Zq=Qt& z 1724 Inv. 236.5 9 w w As Built) > 7% zi cn Inv. 2R8.44 Inv. 229.26 a� O w D — -- — 01 w Lf) — U 220 U III I I z >- w 1 010 We W1 w z w cr U. rone. th ST PROFILE 3E s 4 N LE I w z 0 210 U! w Inv. 209-32 w w z 300.78 200 w -W eo 28649 z -i 01 2008 w U z 1 91 -1 ,1 1916 > Z. 28% N\— Inv. 28 5.7 3 280 pipe U —8--- Conc. �1 rt PROFILE '357 Z Z z w Inv. 277.77 LL7JI 2TO A. B.iftl 261.25 1532 ---- 24 260 cot, p-,qe 16th Go 'Bel " N.E. 16—ST PROFILE 245.87 Ilk- 1717 x —144 250 CITY OF RENTON ENGINEERING DEPARTMENT S 225 5 *I_ -- e Conc. Pipe Conc' Pipe Inv. 247.89 240 11 405' 8" jAS Budtj SANITARY SEWER L.I.D. 267 Inv. 238.78 DESIGNED T.D.G. - DATE 4-1-70 FILE NO, (As Built) SCALE: HORIZ. III= 40- IDRAWN FIELD EK VERT. I"= 10' CHECKED T•D•G• SCZCAS SHOWN PAGE— NO- REVISION tBY JAPPR DATE I APPROVED SHEEKE /Z-- 3 -3- -? 310 300 290 200 270 260 :50 I IW ZI 292.73 L PROFILE 1408 I - - - -�- r�5 1 1400 I -� - -- -- � - - -- 1500. 1 ro I 141 G - Y3}E dk z - I 1501 278.77 1417 I �. 1433 I 1409 S= 1.81 % ZT&OP g" Conc. Pipe Inv. 277.90 455' (As Budd Inv. 269.67 - IA. Built) -._. -. -,.. __..... -.. -... MONTEREY AVE N.E. cQ PROFILE N1 ID al w� _ — (L PROFILE I 1516 _ 7. - 2778 zI f 1424 1432- -- - - -- - U.1 rn 1 1509 I J Z 1517 - � L 1416 I `- Y ¢ to 1- I 1402 _ �� 3I40 z - - _ 433 - 258.70 250 o 1425 I Inv. 266.98 d x (As Built) n n: 242.68 � �' - J Y v �.....3�� ...� S = 3.79 °! ®Pipe ¢` EX. PROFILE 1316 _ Con c, N - g' wl 4 _ 500 240 = f 240.90 7 g2 °�° pipe. - - -_ - (+/� `' Conc Inv. 248.02 LINCOLN AVE N. E. S- 6 IAs Bu,,tI PROFILE 230 125 233.31 f Inv. 228. 00 22.0. _ PROFILE LINE EAST FROM M.H!r`28 r U) L Inv. 222.95 M � - I 260.20 x 1508 I 1524 ot PROFILE 1500 -` iS ii >I Jill o I 1424 I -' 1525 -�'- I 1509 o v - -' _I_ 1433 250 ° =JZ _ _ 250 a 242 "86 ° I 1 1402 I _ _ - - 1416 I 1425 I Inv. 252700- _ (As Bu it) x 240 233.3! 1325 _ _ 1800 5 "1i °�° pi? 240 S e _ .Conc• 300 290 280 270 290 280 270 260 250 270 260 250 - 'I_.� -�- 5_144 230 _ KENNEWICK AVE N. E. 23D ee�jer .Mc CITY OF RENTON � pFWAS� ENGINEERING DEPARTMENT conc. Pipe PROFILE 6 0 m� Inv. 26 — SANITARY SEWER LAD. 267 220- ` (As Built) " SEE SHEET I I \� \`Zg� FoesT r� 4 -I -70 Inv. 222.95 SCALE: HORIZ. 1" = 40' DESIGNED T.D.G. PATE FILEN (AS Built) VERT. 11---lo, DRAWN R "E.J. /6-c[ [FIELD BKIQ%-M CHECKED T. D.G. SCALE AS SHOWN PAGE - - NO. REVISION 18Y JAPPRI DATE APPROVED SHEE' "Io OF I? 2-3-3-10 !`�I?1?Ilt4 lit'1�1.�1t,9 #t }a1tR41 tlkhilx t l i!fSllhvl P.} (t P_?tnr 1'j I'1'I'I,I .1 �.1,i i I a F O N D N M I - .N I W x 264.23 " SO. PL of lot 26 � x - EX. PROFILE if I X2001 253.41 1167_ - -���+ S 0.37 % 5 =0.40% 159'- 8° Conc. Pipe 100 - 8 Conc. Pipe Inv. 249.10 Inv. 249.69(As Bunt) PROFILE SOUTH FROM M.H.-O 23 1 WEST PROPERTY LINE HARRIES HOME GARDEN TRACTS 0 I - 275.82 a 280_ N 2010 2 018 J - 2r0 f 2008 - - - L-J , 264.23 270 260 L - 5.17 % Pipe Inv. 269.11 oPROFILE -' S " 8` Conc ¢ jg6, o ::: �aE3ti1::<:::::: 260 ........... N ' 250 Inv I T I ink. 25°1.91 LJ (AS Built) m IiT i �� 250 a 240 241.13 I g 1908 /O `AS gunti Inv. 249.10 (as Bunt) o �4,.7 o 234.90 _ Inv.235.79jAsB°ilr) Pipe _ - 319, - g ° C one. Ni /--- 232.26 i 233.31 240 1208 18531. 230 ! S= 0.52% �'_ - -- J/ SEE SHEET 10 ! 102' -6 Conc. Pipe >:> ?= '+'i ?:; NOT TO BE SERVED `IOC S0. S =.1.12. (As Built) Inv. 226.13 (As Built) 6 x Y Inv. 225.601as Built) � ! 75'- 8" 'Conc.Pipe �„....- �T,•.�- 220 N E 12 th ST. PROFILE 213.98 °I° P50 e Inv.222.951AS Built) ' 1 210 8\ Q Inv. 222.11 (As Bunt) / i I $ Goo° 210 `b P /njXO \2Q.Qe 200 EXIST. PROFILE 200 6 /y. / Inv. 198.86 (As Built) db /� i 0 , 9 190 190 7ry / N 6 Goo 180 z 'l ` PROFILE OF PROPOSED ESMT NORTH 180 175.76 �,� I i FROM M.0'20 (NE 12th ST.) TO M.H. 175.76 --'' le5 ;028 (KENNEWICK AVE NE.) 170 170 / Inv. 166.90 (as Built) Inv. 166.90 (As Built) 160 160 °(° Q�Qe O / ! c' \yO 150 134.72, \ o A. P. STA. 1 +10 140 5� o o r inv. 143.00 J � 130 5-144 Inv. 128.07 (As elt) r1��woWAS CITY OF RENTON w 1204 ti� ( ENGINEERING DEPARTMENT SCALE: HORIZ. I"= 40' VERT. 1"= 10' alt G(f; tit tlt rlr ��I, tai rjt pr ja- ,1z ri��elt- y ,I, tip f ,It Ir._�I rl, �.�, I E� SANITARY SEWER LID :SIGNED T. D. DATE 4-1-70 Fn F Nn I NO. 0 REVISION (BY )APPRI DATE JAPPROVEDg�6Z;g � Z - 3 -3 -// I/4 CORNER 818 INSTALL 55)- 8" C.I. PIPE AND TWO(,) MANHOLES (SEE SHEET I) _ NE 121 ST { --UNDERGROUND ELECTRICAL CONDUIT I'M H'W' \♦ N 171 9 � 3 ,, •,� x.,,t „. •,•:'�11,, • tiro It/ r SEX. MH .,E..` ; k;: ; NOTE M.H. I -A k..,• '; °I. \ STA 1 +00 1 .y M - [ j CHAivNELi�.AT iviv WILL BE riEwiiirrtEi! \” \ ! \VI ON EXISTING MH S "A" TO °E° t' \ 1 vlC1 >•. ` EXIST ST. M.H. I \ 21 j, �• (DROP) END EX. 12 "C.1. PIPE \O} \ �.: INSTALL 28'- 12 °C.L - PIPE kJ> W_ 1` EXIST. SAN. M. H.��F" (MAKE INTO DROP M.H.) 1 ` 1 1 EX. SAN. SEWER \` \ \�iI, 1 \\ \ `I 5-144 V T. SEWER \ ``\ \ 1 1 LA VIEW EX. S ! H. Mcy =_ �\ �'` ` -_ '�� CITY OF R E N T O N \ .♦ \ �\ \ SCALE: 11 I ENGINEERING DEPARTMENT loo \\ 11 \\ 11 99 SANITARY SEWER L.I.D. 267 o Vl�` NORTH RENTON INTERCHANGE � \ 1 11 �OrdFl I CHANGE PIPE SIZE B_ETNEEN NLI 1 -At M-i'F" T.DG. B. A7c. s -��-70 DESIGNED T.D.G. DATE 4 -1 -70 G.E.C. FILE NO, _ _CHECKED T. SCALE AS SHOWN ,E�" "ooK 126 "w�E. NO REVISION BY APPR. DATE APPROVED _y'�� %�� SHEET 12__.OF 12 -- - - - - - -- - 1 - _ 1 --- --�� =� - -- PROFILE EAST FROM_EX.M.H. "F' IN - _ PROFILE BETWEEN M.H.I M.H.*2 HOUSER WAY NORTH 0. o Z z W i + 2 w O y _.. Li -N- z r EX. PROFILE... 50 140 20' I 30' S _I a •/ - -. 134.7. 2 40 EX. PROFILES x EX. 12" C:I PIPE INV. 12 8.07 29.92 , I 5,- 30 ,I - -_. -. _ -.. _.. Inv. 123.68 ..... _ INV. TO BE ESTABLISHED - - - - 120 S e 1.0% - IN FIELD 102 CONC. PIPE -- - - - - EX. 12" C.L. PIPE 0 -I - -2p. ___ __ __-_ -_... __ - - -_ - __._ -_ -_ -_ -_ _._.. -__. __.- -.__- -... _.. EXISTING INV. 15.54 PROFILE _ SCALE HaR1Z.: 111 _ 40' VERT` 111= 10 l Z- 3 -.3 -/2 1,(k 1[F� ytlllc{I)t� +fa FI-y lIE.I } -{iSl= t a ilow it E ,,SS��ppyyii ,.. ..o .n.wc •.. rt.. n,: ..aw+•w +e.rh.. -..... r. ,,v.. ur.wr:- �NIN;191 .,, �) 4r") 311f1#' i5:') Ni�l+}C aNi�9a9�it& 7�1F$ SifiY# IAi43nkldiS AMT>S l9` ri L" w4` 90V{ ti, TI�u1uY31kkf ",dI€;)n'.iatrTLisinLt)�ri�W Y;A, @clxil"�Isia?1, igfFe�l.trkiii�ll -I lr�'IsYvi. AV rYrl rm,. 1 1 1 V 1 ` Jl z C 6 8 p� 11 F I I a % ORNER FREEWAY '1YY LINE -- L1 �1i 11 = 4 1 1 I O 1 I 11 V � 1 1 INSTALL 65'- b" C.I. PIPE AND TWO t2) MANHOLES SEE SHEET i) 1 NE 121h T \ 1, ,_I_ _I_ • -- UNDERGROUND ELECTRICAL CONDUIT m 1 C \ ec. JEX IA P' -- M1' A L MH "Err i 1 1 f S M.H.1 -A \ ,r STA 1 +00 1 7r, .� 66i 1 1 �'Q .. PT- NOTE s CHANNELIZATION WILL BE REQUIRED ON EXISTING MH'S A" TO "E ". EXIST ST M.H: j' 1 �V`y:\ (DROP) '` 1 � ........ ..... END EX. 12 "C.I. PIPt IO1 V I - � - INSTALL 28'- 12 PIPE f�AV 1 1 \� �— EXIST. SA✓. M.H.i`' (MAKE INTO DROP M.HJ EX. SAN. SEWER \ \ �° - IV 1 1 V . EX. SL SEWER �\ \ °, 1t ,1 1 11 \ \\ \333 \,` PLAN SCALE VIEW III- Iool �NSHc ,�, tip CITY 7�tie °yam ENIGINEERING "� OF .RENTON DEPARTMENT — SANITARY SEWER LID. 257 1FSS10rygl it ,111 `1 I PIPE 61.E Gu 6ETW L� NORTH RENTON "AI E..�, TDGe / / —°�D 0....... —__i. DAT- f INTERCHANGE 4-1-70 1.-NO 1 1 1 1 - G. E, AS SHOWN ..AL „aD ,,126 Ab ° i 1 1 ( NO. 11[V18I0N "Y A!'11, DAi[ AMROV[O w r 0 eN[R 12 01 �? u I.::L: I I I , I j � \I -: '-1 I r - 1 - - - L _I} -.-PROFILE-. EAST HOUSEF2_WAY__'NAARifH :. j. X.M;H._:_IfQ s -- - - - I - - -`I -- L_ - -L- �: - -�1- r -- �- — 1 .i _ _ _i. 1. —L -' - -- - CtQILE- BEtWE�N .M .. : -_:._ i I : �_,-:_ _I : : .'..I. t L; -' .`( I —' -t I. I :.. � —. �:.r.: : -I. 1 -F _ �, —• I:� {— '—I— sic _ _ __ _ i _.1.. _ _- - _:.. - - - -- - 1 -- - - - - -- - J.- -- - - - - - — 1 5 I n '� p_: I- F - I -__�_ �� 1 I - �. 1 1 i- 40 _ '' '', •_._ �/ _•__.,_ __.. : F I I-- -Y- - ( �! I - __L- I L 4- -�_ __ _, _ I - - I- -130- t I r � :_.. .. - � . __, __.. - -.- + i ' �; �. '. ._ _._.. _. __. " r Ek. 12 C.t I 1Pf i. t : : : .. .I I ;... .'' ---- -L -- I t --- I__1--'._i--I-- -'_1 ;+LI �:..... 1:._f:.:. _ I i. EX. P 0 I _,_ __ _ ILA ;�. - i.._.: -� y _.: I { . -HIS: _I� ®�0_ 1 J L JO. a --!j �, - ,. i .� 1 O _ -. INV.-TO DE ESYAB I 1 ISNED I_. _ �_. : _� -Lr 1 :_._ I 1 � : -�. - - ;- '--- _.__- _ L ��I I -; -.�.I_ _I:_. _ _ I __ _I _-I ✓ -�. '+INY_m BE IN FIELD. -_. - - <__. -. . _.- E3TA6LiHE�_i - -� - 12f}-- r I -L :• r - -�r --' •'-1 : -. 1=-- -1 - -f -; _ ±.__ -i - - _ .- 1 I d I.b%. 100 _ IP ; IN FIELD I. t f r I _..f.__ - . 1_ _ : _._ _ t_ -- -r r_:.: -. 1 �_T ! Ex 12 PI E_ I -, _�___(_ �._ -t --. _____ { -i-- �- - - +- L ...... ! f o I -!- . � I_:• I a - -' -` ,; E�1971ND L_ t ., INY. IIS.y1 I `- _y -- - __..__ - - , ,., I �_�_.1_ .�.- I - _..__'__.. _. "'_ -. - -_ - - �._._ I ' I I I i q. { r t _.� _lam_ I I f - 1 I I ,- �_'-_ �--r -: .-+ I � -� __. I I �F_`J� ...-- _�i_ -•- -L I I ,, 1 -- : ' L a _ -_ - - _!- _ I, t �__t_' _-4 -' -`- L�- •-- «- .t.ii- [_ �- L- 1 --1- -I ' � { F+ I�, -r- L I._ - r __ j_� , _ _ - { r - r � - j -- _� �' - L - - I - I 1- - -� r� � Ob A3NP0YfW 3tiU3N 3H M« DPA�.Nnt2 mr bCYP n Jb'lJNOAV 0b fl3121A3 iU3N _ bf%POn nDMne llfiOtN ,,SS��ppyyii ,.. ..o .n.wc •.. rt.. n,: ..aw+•w +e.rh.. -..... r. ,,v.. ur.wr:- �NIN;191 .,, �) 4r") 311f1#' i5:') Ni�l+}C aNi�9a9�it& 7�1F$ SifiY# IAi43nkldiS AMT>S l9` ri L" w4` 90V{ ti, TI�u1uY31kkf ",dI€;)n'.iatrTLisinLt)�ri�W Y;A, @clxil"�Isia?1, igfFe�l.trkiii�ll -I lr�'IsYvi. AV rYrl rm,. CD Z Q a c, 405 ti FREEWAY 2 z NOTE, Grade Between MHA 6 MH'82 I 1 Q Will Be Set In Field. I .0 u O �O Y m W fZ W medu'�8c Priimt /ed iii O V b Scale a w\ti�w s.'ra Car. CITY OF RENTON 5-23-5 \\ M. H.03 -A o2 = 34a. H6S.42 s, Q +n 0 G ,,•;,. -�„ I6S' i pogoM P� cvnwcE Co— A, T,- ...IONLO T. a.a. a ATZ4 -1 °70 PI QIE I-o .AT13 bA fitM E:NT Cenc• DRAWN R.E J /G.R.C. CN[CKLa 111.14.401 Ilri Le 1658 SEE PROFILESHEET 7 Sta. S. 0+33 BY APPR. _ — —�— APPROV80_ SHEET I OF 12' 5s' or c.1. � JONES . �`.® ® SEE ONT 12 Sta. 0400 (AI! Directions) \� W G • a I u W N W L W J at F S W 30' $ N3 Z see. 263430 ,���•,�... L •. 234 -. 67, Cone. Plea . M.H. s Ste. E. 2 +43.56 stlL N. o•o0 3` Notch Lino "A° — lO'ESMT -Sae Shoot 4 f O e N•• N J L M.014 r SID 4 +5 10° ESMT. N.X. s 13 Sto. I +10 y +"` " "OaM.; P P It ' SHEET 8 1501 O 10 ESMT Iaog n142o?. 1401 2o9.lea M (DROP) Sto. o. 14. N.$-70.37 Sta. E.0 +00 5` 'u _ - - ' /a���p Leg 6 '- - - - Z 362' -��o r i�or I f °c o H.M4 [\-M;I-. . 4♦7S -Sta. N. 6+74 II _ Zm Iy AVENUE � N. E. I I I 1 9 5' i.. 9,99'622 1 1',: 9,r92Z ZErI I' e,t9'4Z2 I:: 80 41 91111. @ rest _ Sim E.1 -70 1- 1 i 1 - 9,9'492 °- - -- tliiii it 1 ti;ili :1 lic:i iJ t i fI N N f i � I I 1 I 1 I f ":I I r 1 I I i I 1 t Mert'a° h„+—a" Lln— 'trpir See Shoot 4 � u m ® I 1 I .0 u O �O Y m W medu'�8c Priimt /ed iii O V b Scale w\ti�w rQ� rm z CITY OF RENTON ENGINEERING DEPARTMENT 7A�iF+r4K• SANITARY SEWER L.I.D. 267 ,,•;,. -�„ Jones Ave. N.E. —N.E. 12th 81 N.E. 14th St i pogoM P� cvnwcE TOG SNk 4 -Z4 -7o ...IONLO T. a.a. a ATZ4 -1 °70 PILB NO. QIE I-o .AT13 bA fitM E:NT DRAWN R.E J /G.R.C. CN[CKLa SCALE I" - 40' NO. RLVILION BY APPR. OAT[ APPROV80_ SHEET I OF 12' ' 0 5 M.M.016 FREEWAY Ble. I142e - Y, � 10' ESMT N r M H *15 st 6-67-G M.H.*14 5 Pi ROFILE SHEET 8 .. .. .. .. 1733 S � °� .� ••;� I zee.ats 1901 \ /1 s oan01 9 1633 6 1725 © 243.90'B 217.17'B 1533 233.a3'B 1609 1617 1625 236.37�B 241.908 2g0.60'B M. H.4k7 M. H.4'6 M.H:M9 I - SIe ste. to +3e sto:E":0+25\\" JONES AVE'NuE Sle. w +ao N.E. . n „ L 253' —e Cnnc. Plpe a - 5 L= 161 8 Cane. Plpa __ ___e,r -_ ,__ __0. _._ _ __ _ ------ ___ _ _ _ _ m _ -- SEE �ROILE if-- G —G - -- - -' -- -- - --` B"- -- fAb -d ensd 2" Wall, =w S � I ¢ I p 0 0 w I I N m' N � 9,0'd92 9,b'893 0 ILL `I 0,9'09a OOLI C 9,2'ef2 O� M iZ9I rpm 1 ; B4OL'a9B I 8191 91L1 0091 9151 w OO 0,1'9fZ w 0 I O O b001 to 10' ESMT I. _... .- ` I 1 g 5 @ _ N W I �• ° = .:- +- 10'ESMT N STA. E -I +55 0 O N � 'gggqgqgl � i W ti d w w v n N Z r � I a pl I -30'i 3d- 14 ._... I i !M 1 I s Mol@h LI90 "E' @, See She 6 xLecluceel Print 1333 3DO MOIL SO &IO i lI I 1801 1909 r 253.2 G. 231.3' a IB17 253.54' 8 1909 a 1917 ` `L 261.!0' 6 288.24 R I M H. $II D P) I M.N.M12 Sta. 21450 20� 30/ Sla 25H0 i i 5 135 + _ _- _- .____s._ _ _ __ __ __ _ _ ____�4T —� ---- -- - -- --- -- — - - -- ---`--- -- - - -- - -- z. " -Cone -Pie C a 3 =B° -Coot. Ff e � .. _ L 30 Abandoned ew f.f � N I JONES AVENUE IL;, N. E., SEE PROFILE SHEET 8 9161 d � edsme C OOBI ® O w lid L t 0 C4 4d s ,2 y i 3Fteduced Print JIL 'llnllw°- -I r McyF� CITY OF RENTON ENa, NEERING DEPARTMENT �no9LLt �` S SANITARY SEINER L.I.D. 267 Jones Ave. N.E. 81 N.E. 20th St. • ........ T. u.u. c 4 -1 °70 rl�c No, DRAW fl.E. J. xu. i" a 40' .NtCK[D NO. RLVIeIION BY APPR. OATS APPROVC.D _ ...... (J<- A, C) F_Ti Io,', L_ (SERVED) NOT TO BE SE 10' ESMT• Match Line "A" Match Llne I'D" See Sheet I Sao Shoot I 14-17 —5' 0 0 Mm 4129 (DROP) '0 ..Mm* 29 (DROP) , Tl� V11N. 4. 41.67 SIG. N. 7401.67 so, 'ao, E. 0-06 04 (All Other KENNEWiCK AVE N�.E w MH t, 2? SIG. 3-66.67 -W SHEET 10 --- ---- -- SEE PROM W M W m SEE PROFILE SH (J) — 10' ESMT. 0 w u) 0 W }1VCO1 N_ :E� jEyt. RAd Lo -- ------ ---- Fr MHO21 --- - - - -- --- - - - - - -- ------------- DWI Di,.-y N1i _i /o BIG. C 1425 E lo, I. �1 Iaol lazy Tw CM A -7– to MH# 92 (DROP) w11 LINCOLN AVE,. N.E. f4 O it i I BIG It X: al MH*31 I-',! U) ------ T-2"--5-- SEE PROFILE m ale ? Sta. E. SWET 10 2.49.04 ca t.pli A­ N.0400 ......... zi It. CS) oG1G, uj: Go LU 21[.9'0 0 9 I 1 U) LJ March Line B I Match U.. M- See Sheet 5 S.* shoot 5 III 3FLeduced ]Print Do 140t scale CtTY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER LID 267 Lincoln fA Kennewick Avenue N.E. N.E. 12th & N, L. 14th Street UNWISE STYE of vIPE T.D cil 161"Ic 1 4 ZV- 74 [137v DATE 4 � 1 -70— %1LE NO. ry L A !I CALU_C 10' APP In, Match LIa* "S" See Sheat JIL -i i Match LM "K" . 9 es 7RI T J u 7 171® 264.0' 0 1900 � 1909 1915 in ---1 279.8 0 284 3'11 age (111.4 a M H "" 17 — N. E. SEE PROFILE SHEETI 9 [.!RH 166 th STREET Sta. 4+' 04.YO-- 5. St.. io --------- --- .......... $5 0 C Pa. ib 181 IC r I w .. .. . . w ........ . :s.. 4-1 Fj V F. o s Ld MH"31* W Stu. 5+00 Uj T Z MHIO30 wro 1 W E WIN 34 N,4 Stu. 4-5 > 't f Sta. 9i 55 W @ 0. > 2 z �:) 1 0 Ch-, 0 _j 0 -w w .0 , z -.1 W W IN W W W W Ld 0 of oa. W o to -0 Z W Z —J N-7 I W W LLjY. a-- L A O j J!"o C !LILL -5 6 11 Match Lin* "0' 6 Match Line H o Match Mae See Sheet 4 See ghost 4 gas Shoot 5 Os z D 0 W W O A 0 a p W i Z W UJI Co Reduced Frizxt Do Hot Scale \A. CITY OF RENTON .. lb ENGINEERING DEPARTMENT SANITARY SEWER L.I•Q. 267 N.E. 16th St. from $51,:j Aberdeen Ave. N,E. to Kennewick Ave. N.E. MY JONES AVENUE E --- -_ -� -- i i � t I I I I V i I o I ~ ° r Lu - - - - -- KENNEWIC AVENUE N. E. 2 6, �( y/ 1 \I I za Al� If f ®. -. -. w �' 8 I 6 4e5 14 2 I 213 14 , -- - -- -- - �� �� ,•, I - - -�- -� �� (- - - -- Of LLD BOUNDARY ry luji Fr-- LINCOLN AVENUE. N. E �. z —� v 1®r®ITr I 7 6 5 4 2 I 1 4 � .. STANDARD SYMBOLS MGNTER AVENUE N. E i _- p SEPTIC TANK LOCATION. - r — — - — I� �• SOIL PIPE I' TEE LOCATION !' zl �( • STD 48' MANHOLE •.si' STD 54' MANHOLE N. E. —G— GAS LINE 0 WATER LINE - 1 - 1 I / J � i -- T- - UNDEPCROUND TELEPHONE` - ° -. - . -. -..� I��� 1 �err-r�T� p0 LAMP HOLE 1 MONTEREY -- ...ara° I %PERMANENT EA SEMENT LID BOUNDARY -. ®. ...® � o < ^�M - —' ABER EEN AVENUE NOTE- "L WORe SHALL BE PERFORMED I.. L'Sc G.5 IN ACCORDANCE WITH A.P.WA. I y SPECIFICATIONS f NOTE 4 i ALL PIPE LENGTriS SHOWN WHERE `-^ c Q T Y O F R E N TON THE GRADE IS GREATER THAN IS f EtIGI NEERING DEPARTMENT REPRESENTS ACTUAL LENGTH OF PIPE - =— AND NOT HORIZONTAL DISTANCE, SANITARY SEWER L.LD. 267 VICINITY MAP -- I ao. acv srou r.rrn .rr I nvveovcu I surer. —w or