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Home My WebLink AboutzS-0142Set4 tai® TABULATION SHEET COULEE J.E. WORK W.C. FROST TONNESEN TRI- sTArE. IOLYMPiC -VIE.W CONSTRUCTION INC., CONSTRUCTION CONSTRUCTION CONSTRUCTIOINI PLUHBI,t�IG CALLED BY: CITY OF RENTON E3IDDERS !I Co. INc. Co. INC.. INC. CO. INC. FOR: SANITARY SEWER SYSTEM 738- BELLEVUEJ 852.0 8005 90ZI 3829 t79ZCo CONSTC;i IC'TION L.I.O. ZbS NAME AVE. E. WILLOWS RD. 1 SO.2Z_Z'!? ST. WALLER, RD. BRIDGE WAY N. HIGHWA.'Y' 99 DATE a JUNE 3, 19'70 e AT: REMTON MUNICIPA1_. BLDG. AD DRESS SEATTLE, REDMOND, KENT ' TACOMA, SEATTLE, LYNKIWOOD ZOO-MILL AVE.S. RENTON,WN. II WASHINGTON WASHINGTON WASHINGTON WASHINGTON WA-BHINGTON WASHING -ION CERTIFIED TABULATION OF BIDS RECD, II 981Ci� 9450aZ I 980'31 oa44(7= 9810 °3 9803a BY: DATE.: ITEM ITEM DESCRIPTION QUANTITY UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE _ AMOUKVT NO. I 1 Z MANHOLE -TYPE lAi MANHOLE -TYPE IAS 5z 3 EACH EACH 3130.00 320.00 (e,760.00 ✓60.00 4ZS.00 4SO.00 ZZ,1f50.00 1,350.00 400.00 450.00 20,800.00 1,350.00 480.00 400.00 Z4,9G0.00 1,700.00 490.00 450.00 25,480.00 i,350.00�3 39� .00 ?0.00 ZO,Zi�• =?.00� !,170.00 3 4 EXTRA DEPTH MANHOLE SPECIAL MANHOLE 2°J - 54" 160 V. F. L.S. 26.00 526.00 4,680.00 SZ6.00 30.00 900.00 5,400.00 900.00 30.00 700,C?O 5,400.00 700.00 30.00 600.0 S,400.o0 600.00 30.00 630.001 ,5,400.00 G30.0o 34.00 1c,crc >.00 (2,,I20-o0 1,000.00 S ME-1712KING MANHOLE L.S. 490.00 490.00 800.00 800.00'750.00 750.00 900.00 '300.00IZ50.00l [,250.00110c >0.00 I,000.00I 6 CROP CONNECTION 3 EACH 100.00 300.00 000.00m 1,800.60 TSO.00 Z,Z.SO.00 300.00 e00.00 950.00 2,850.00.1;00.00 I,ZOO.00 7 SEWER LAMPHOLE -IN PLACE S EACH 100.00 500.00 150.00 '7SO.00 ISO.00 750.00 200.00 1,000.00 19Z,SL," ISO.00 962.50 750.(60 IOO.Oo 100.00 SOO.00 SOO.00 8 CONNECTING TO EXIS -i. MANHOLES 5 EACH 75.00 375.00 150.00 '150.00 Z00.00 1,000.00250.00 I,ZSO.00 9 CONNECTING To EXIST. METRO IZ" STUB L.S. 'Z500.00 2,500.00 3000.00 3,000.004,000 4,000.00 ZOoo.00 2,Oar3.rOa SSOO. S,SOO.00 10.000.010,000.00 10 IZ "CAST IRON SEWER PIPE IN PLACE 75 L.F. 9.00 675.00 iG.00 t,ZOO.00 15.00 1,125.00 ZS.00 1,67S.00 103.5(? 7,7GZ.SO ZS.00 1,8.75.00 11 IZ`•CONCRETE SEWED PIPE 100 L.F. IZ.00 I,ZOO.00 IS.rds 1,565.00 8.00 800.00 ZO.00 2,000.00 7.10 710.00 Zo.00 Z,O'Oo.00 12 10 "5EWER PIPE-IN PLACE. SSO L.F. 11.60 9,$GO.00 7.7-5 6,162.50 IS.00 IZ,7550.00 20.00 17,000.00 i71SO 14,875.00 tS.00 12,750.00 13 8 "SEA U� R PIPE -IN PLACE 14,500 L.F. 770 111,GS0.00 6.75 97,87S.00 8.80 127,600. 8,50 IIZ3,ZSO.00 6.70 97,150.00 9.75 141,375.00 14 rb "SEWER PIPE -IN PLACE ZOO L.F. 4.79 34,488.00 S.00 36,000.0 5.00 36,000. , 8.-40 60,480.00 S.G5 40,680.00 4.-15 34,2OC).00 15 TEES 10 "w (Z." 7 EACH 4.00 2$.00 5.00 38.00 10.00 70.00 tZ.00 64.00 IS.00 IOS.00 10.00 70.00 I TEES 8 "x Co" 300 EACH 4.00 1,ZOO.00 S.00 I,So0.00 8.00 21400.00 7.00 Z,100.00 10.00 3,000.00 10.00 3,000. 17 TEES �" x rS" � EACH 4.00 30.00 5.00 45.00 r_.0o 54.00 S.oa 45.00 10.00 90.00 10.00 eo.00 16 HIGHWAY CROSSING -LAKE WASH. BLVD L.S. Z$SO.00 2,850.00 5000.00 5,000,00 1,500.00 41S00.00 4000. 4,000.00 6400. 6,400.004000.00 4000.00 I9 -7r 2FDDING MATERIAL. 2,800 1 TONS 3.f0- 8,680.00 4.40 iZ,3Zo.00 S. 10,080.00 4.Oo 11, ZOO. 3.9S 11,060.00 S.00 14,000.00 ZO FOUNDATION MATERIAL 1,700 G.Y. 3.10 S, Z7,0.00 7.9-1 12,750.00 S.SO 9,350.00 40.00 10,200.00 7.00 11,900.00 8.SO 14,450.00 Z1 SELECT TRENCH BACKFILL 15,000 C.Y. 1.70 25,500.00 3.a0 49,500.00 I.60 24,000.00 Z.40 36,000.0 3.30 58,500.00 3.00 45,000.00 ZZ ASPHALT CONCRETE -CLASS `B' 440 TONS 11.00 4,64f>.00 1I.SO 5,000.00 IS.00 6;600.00 ZS.00 11,000.00 IS.JO f2.,15-OG.00 ZS.00 11,000.00 Z3 CRUSHED SURFACING -701= COURSE I,OSO TONS 5.00 S,ZS000 S.40 5,670.00 .4-00 - +,ZOO.00 CO.00 6•,300.00 4.70 4°135.00 5.00 5,250.00 Z4 BITUMINOUS SURFACE TREATMENT SZO L.F. Z.ZO 1,144.00 Z. /S 1,430.00 Z.00 1,040.001 4.00 2,o80.0o 10.SC• 5,460.00 3.00 I,SGO.00 ZS COLD Ml>( Soo TONS 10.00 8,000.00 18.00 14,400.00 15.00 12,000.00 iZ.00 9,600.00 27.00 ZI,000.00 18.00 14,400 -00 Z6 CEMENT CONCRETE DRIVEWAY Zo S.Y. 4.50 JO-00 G.00 I20.00 9.00 180.00 15.00 300.00 11.00 220.00 10.00 ZOO.Oo Z7 PIPE EEDDING CLASS f Fvr` o° PIP( I ZOO I L.F. 5.00 1,800.00 1.00 [,400.00 5.00 1,000.00 6.00 )"ZOO-00 7.00 1,400.00 5.00 9,000.00 it SUB - TOTAL_ Z.SZ,C)SZ.00 Z88,8aZ.5.0 290,745.00 336924.00 33- 7,016.00 347,990.00 S °ro SAL -F -5 TAX 12,632.Coo 14,444.13 14, 537.45 1G,84G. 20 Igo, B50. 80 17,39-9-50 `TOTAi- $ZG5 ,284-60 $303, 32Go63 T> 305,Z8G.45 $353,77020 $353 5GG.8 $365,3139.50 'AE NOTE = COULEE CONSTRUC -TtON CO. DID NOT RECEIVE ADDENDUM NO. I. T1-IERE.FORE 51D HAS BEEN CORRECTED AS SHC'WF.! PER LETTER DATED JUNIE S, 19`70. CITY OF RENTCiN ENGINEERING DEPARTMENT P v c\ A� CA U C'�� I 7 0 i a ! I r 1 v N / act /'L-I.D. BOUNDARY I�i� / 87 i 86 1� N Zg th ST t'� (S.E. 86th ST) , — 83 BUE'S VIEW I "DD'N — 9 8 7 6 5 1~4 3� �rl 91 I v01' �� ac I I I /yr L A �3 D �Q 6 4 (S.E7T) N 37th ST 5 9 -- V I I EjW DD'N �� - -- _- - - -- I 5 4 13 2 I — 78 i 1 1 N 36 th ST ST (SE. asth ) z W 22 I0 z LLJ Q .Jr I'J 'JJ 11 I I i i I iz l i IJ Ir , I I � � 27 EX ST. M. H. N 3 t1h 90th ST a L3 2 ! I I I I i� / 5 3 181 3 r s 7 8 I N 33rd Pt, �(S.E 91st sr} 26 I 5 E !ST. M. H. _ v I I ' I I-- �< i 4i �(sE. z (NI 35th ST 29 89th ST) cr 4 W 22 I0 z LLJ Q .Jr I'J 'JJ 11 I I i i I iz l i IJ Ir , I I � � 27 EX ST. M. H. N 3 t1h 90th ST a L3 2 ! I I I I i� / 5 3 181 3 r s 7 8 I N 33rd Pt, �(S.E 91st sr} 26 I 5 E !ST. M. H. I _77 I i I I-- SANITARY i 4i Q z Ll 29 I cr 4 LLI Ldl I m 1 I I 2 e�J� I �K L IS I. M H. ��j�� I I N 33rd IST (S.E.92 nd ST) I I -a 9 3 I I� 35 I 35 (S. E. 91 >1 PL) ill ! a K NNyoA jL ,�— 1 i 1 d 33 i 1 r A I EXIST M H r ! —i 3 1 =� 7 - -- �- I� 15 I I 4 1 N 93rd ST) I ME. 84th ST) — 107 — 106 — / 105 \\ "4 llb2 i -'i101 100 r1 j 99 98 S7 96 23 ;F1 0 O J Z 125 O Lc1 z > 124 0 123 0 a 122 !c1 L120 Q 26 I 25 8Y APPF. DATF _L.I.D. BOUNDARY ! RENT+'JN I i HILL, INGMAN, CHASE & CO. CONSULTING SEAT*LE, ENG!PiEERS WASHINGTON �LLJI SANITARY SEWER j 8 Q z U) 29 1 cr i Ldl I m z N 3 2 e�J� I I(SE. 92nd ST) '171 32nd i 1 d 33 i 1 r A I EXIST M H r ! —i 3 1 =� 7 - -- �- I� 15 I I 4 1 N 93rd ST) I ME. 84th ST) — 107 — 106 — / 105 \\ "4 llb2 i -'i101 100 r1 j 99 98 S7 96 23 ;F1 0 O J Z 125 O Lc1 z > 124 0 123 0 a 122 !c1 L120 Q 26 I 25 8Y APPF. DATF _L.I.D. BOUNDARY ! RENT+'JN — APPROVED_._ ____. _ _...._____ SHEE.T_. -OF-,. L?_ W HILL, INGMAN, CHASE & CO. CONSULTING SEAT*LE, ENG!PiEERS WASHINGTON - SANITARY SEWER j 8 Q U) 29 1 cr i Ldl z I 32 N.1 ST. 32nd (S.E.92 nd ST) I I� 35 I 35 DES)G EQ -_ DRAWN _ CHECK SCAL'E__ - 8Y APPF. DATF CITY OF RENT+'JN — APPROVED_._ ____. _ _...._____ SHEE.T_. -OF-,. L?_ NO. HILL, INGMAN, CHASE & CO. CONSULTING SEAT*LE, ENG!PiEERS WASHINGTON - S -142 R EV4S.ON 8Y APPF. DATF CITY OF RENT+'JN ENGINEERING D E P A R T M E N T L.1.®. 263 SANITARY SEWER -- 1�.�� -- 263 SAN ITA D ,m L , i I r 5 s ®® En"ineering �. �. � . HUD PROJECT NO. H- 602 -2751 .lack Wilson, L Iry ZNGINEER S -142 NOTES: I. THE CONTRACTOR SHALL CALL THE PACIFIC NW BELL CO. CONTROL CENTER, TEL. NO. SA 8 -0070, FOR A551STANCE IN I LOCATING UNDERGROUND CABLE AT / LEAST 24 HRS. PRIOR TO EXCAVATION Q IN THIS VICINITY. NO. H- 602 -2751 2. SEE GENERAL NOTE SHEET I OF 12. `�O. FILE NO 102 3[ Q -F HSE # IC: -'(10408) J. R. L. Z + �0 / 0 I— RP STA 416-0 . (ni I A S BUILT Z o W- CONC. i -12" 12" CONC. CULV. _ _ x �T� r-_q c_STUB2I.L. �� —� STA I +14 _ /eG - V B.M. 377 -1 -35A EL.44.80 "O" IN N. I-. COR. LANDING ON TOP STAIRWAY 100'* S'LY S.E. 8Gth ST. ON W. SIDE LK. WASH. BLVD. 100 90 - -- —T T 6® __ 70 1- -- - _ - +--r --rte -- i i + 1 � i �40l= F B.M. 377 -1 -31 EL. 8724 R.R. SPK. IN P.P. N. SIDE S.E. 86th ST. ACROSS FROM- HSE * 10201 SCALE: I " =50' HORIZ. I"= IO' VERT I I I I I a is Q [` NO. H- 602 -2751 iED= EL. 148.0 FILE NO 102 3[ Q -F HSE # IC: -'(10408) J. R. L. Eo CPU 6' d. Q 1308 =I'- I A S BUILT �.�.w. o- STUB 0L.F. TEE * -It'd. SHEET 4' OF �2 NO. REVISION IU +30 STA 11431 -� j ---STA W - -- PP�� `IF" C0Ny._ r ENGINEERING T- CULV. .11 ^STJ830LF.��d. R STUB 30 L.F CONSULTING SEATTLE, ENGINEERS WASHINGTON �I sTa3734� STA 11 +35� 1307 1313 101 SM`T# 8604) I HSE" (10415) 11 EL. 140.8 I EL. 155.5 SSIAT# (10425) 1 EL. 1579 I I I I I is HU D PROJECT NO. H- 602 -2751 iED= DATE MAY 4. 1970 FILE NO — J. R. L. Eo CPU SCALE NOTED ,elo aoorc_�we� I A S BUILT �.�.w. 02 JI -71 ,,/ VED , /�^t �N �� ""�� AssT cm p` SHEET 4' OF �2 NO. REVISION BY APPR. DATE -CITY OF RENTON t 1p��//►�,,..AApp,,�� CHASE HILL, IIVVIYAN� CHASE & CO. ENGINEERING DEPARTMENT L.I.D. 263 CONSULTING SEATTLE, ENGINEERS WASHINGTON SANITARY cC WER _ A�� , K. PLATE 1, PLAN- "ROFRE ,} (>� KiieF`t t. ESSER CG. - -,• y 4 :l V r r' SCALE: 111=2001 LEGEND INDEX TO DRAWINGS SHEET NO. PHASE o p p VICINITY MAP __ ______________________________. I — LAKE WASH. BLVD: ---------------------------- 2 A LAKE WASH. BLVD., N. 40th ST. T UNDERGROUND TELEPHONE AND PARK AVE. N. ---------------------------- 3 A 7 N. 38th ST. ------ ----------------- ---- - °- - -- 4 A EASEMENTS (S0: OF N. 38th ST.) _______________ 5 A - -- N. 37th ST. --------------------------------- 6 A SANITARY LAIMPHOLE N. 36th ST -------- ------------------- - - - -- -- 7 B PROPOSED SANITARY SEWER N. 35th ST ___ ___________________a___________ 8 B GENERAL NOTE: N. 34th ST _ _________________ TEE LOCATION =_= N. 33rd PL. ------- -- ---------- --- ------ ---- ------ 10 B to N. 33rd ST ----- -- ---- ---------- --------- -- -- -- 11 B O SEWER STUB LOCATIONS AS SHOWN d. N. 32nd ST. _______ _________ ____________ ________ 12 B ON CONTRACT DWGS. 2 THRU" 12 ARE Z STUB LOCATION ® LEGEND le sji tlt its ili iti i ;� iy GIs Ic ii "1 FI'. I I� ifi i� I �e .y � i _. NAIL W WATER LINE o p p POWER POLE > C T UNDERGROUND TELEPHONE A F.H. FIRE HYDRANT 7 - -- EXISTING SANITARY SEWER OLH SANITARY LAIMPHOLE ® ® °® PROPOSED SANITARY SEWER L7 C. B. CATCH BASIN GENERAL NOTE: ®� °'® TEE LOCATION =_= CULVERT TEE AND SIDE SEWER STUB LOCATIONS AS SHOWN ON CONTRACT DWGS. 2 THRU" 12 ARE STUB LOCATION ® CONCRETE MONUMENT SCHEMATIC ONLY. IT SHALL BE THE RL. CONTRACTOR'S RESPONSIBILITY TO MHS CONTACT THE PROPERTY OWNERS TO STANDARD (48 ") MANHOLE DETERMINE THE PROPER LOCATIONS TO INSTALL TEE AND SIDE SEWER DMH TO SERVE THE PROPERTY. ®�j0 °� DROP MANHOLE - -��— EXISTING SANITARY MANHOLE 04 INDICATES SHEET 4 OF 12 HUD PROJEO'r NO. H -602 -2751 le sji tlt its ili iti i ;� iy GIs Ic ii "1 FI'. I I� ifi i� I �e .y � i _. NAIL NOTES: 1. THE CONTRACTOR SHALL CALL THE SPECIAL NOTES, MH R02-19 PACIFIC NW BELL CO. CONTROL CENTER, TEL NO. 5A 5-00701 FOR ASSISTANCE I. THE CONTRACTOR SHALL SUBMIT TO METRO PLANS AND 00) IN LOCATING UNDERGROUND CABLE, DETAILS FOR CONSTRUCTION METHODS AROUND MH R02-19 / (v co AT LEAST 24 HRS. PRIOR TO EXCAVATION i1, AT LEAST ONE WEEK PRIOR 710 CONSTRUCTION. THE PLANS 4/0 1 IN THIS VICINITY. SHALL BE SUBMITTED THROUGH THE CITY. APPROVAL MUST 37Q' - z 0 BE OBTAINED BEFORE,. BEGINNING CONSTRUCTION. X I () 2� ALONG LAKE WASHINGTON BLVD., THE METHODS SHALL NOT SUBJECT THE 4U-S. C P,:5FWF-R U, (\I R/W 0 ,. I CENTERLINE OF SEWER 15 DIMENSIONED 2. CONSTRUCTION Rv�� - + + FROM THE EASTERLY EDGE OF PAVE- MANHOLE TO UNBALANCED SOIL LOADING F- X. A- — — �—� N P- (r) :: MINT. .4- — I /-(L R/ 3. A OF-WATERING METHOD SHALL BE EMPLOYED B D. --- �C b 3. THE EXISTING DRAINAGE DITCH SHALL WHICH WILL NOT DISTURB THE EXISTING METRO 0 MIT G, MH x <,- EDGE OF RVM'T 12" CONC. CULV 4 T BE RESTORED TO ITS ORIGINAL SEWER FOUNDATION. I- CONDITION. 0 9-0 a ',OR- M-H 0 0.0 NN D-, - DR :4— 4. INSTALL STORM MH A5 DIRECTED BY 0,4c- MAR 0. '5 ;a- —. 0 (mo s, Ftf-Q . - -5.± s a_ - """"`=-7 — j — r�'7�7 77,7-- E.NGIR. STUB OUT 1211 STORM SEWER PIPE m 1 T 7po DISTANCE OF 3' FROM MH AND/OR A MIN. DIS 12"CONC. 16"' EX. DRAINAGE C CONNECT- TO to ON C. C w _M, PIPE AROU�D� EXIST. CULV. PIPE AS CULV. MN 0. BY MANHOLE DITCH 5. SEE GENERAL NOTE SHEET I OF 12. NNI -7-0 ts) N fie 07L. STUB . STORM MH GONG 5TuB 27, 4�37 A STAIO+21%(SEE NOTE 4) A- 5TA 6+35 3-d- -STA 8,93 No --STUB ?7L.F. OF -STA 7+03 f- G, + 84 85 86 67 88 A) 0 (SSE S` d ' ii l �/ f E_t '0 j L- -9.9- r- TAG. a 0 Gj co 0 78 79 80 al 82 83 HUD PROJECT NO. H -602-2751 -_L_ ° i iil 9 DESIGNED DATE MAY 4 1970 FILE NO.— DRAWN CAECKED SCALE NOTED FIELD 11001--l— 1—w. Z APPROVED SHEET --2—oF 12 No, REVISION I BY APPIR. DATE CITY OF RENTON HILL, INGMAN, CHASE & CO. ENGINEERING DEPARTMENT SCALE: I " =50' HORIZ. B.M. 377-1-35A EL.44.80'0" L.I.D. 263 IN N.E. COr LANDING ON TOP CONSULTING SEATTLE, I"= 10' VERT I' ENGINEERS WASHINGTON STAIRWAY 00'zt S'LY S.F. 66th SANITARY SEWER ST. ON W. SIDE LK. WASH. BLVD. I--- L II I �ffzl• 30 C:) r= 0 o . z 20 E 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8 +o0 9+00 10+00 11- IUlJ PLATE I PLAN- PROFILE KSUFFE1, & ESSER CO. Cl 40 30 • wAmmil 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8 +o0 9+00 10+00 11- IUlJ PLATE I PLAN- PROFILE KSUFFE1, & ESSER CO. Cl 40 30 O 1 11 if) LO 01f) OP Nc) 0 R/w Z + co + + -Z LAKE WASHINGTON NGTON 4 (r) 0 BLVD. Q Rlw ' + . T 0 2: < z m --EDGE OF PVM'T rEDGE OF PVM7 fti an 8) 2 On .7 = Rpt ... -:'5TM. MH 0 pp 12" CONC. CUL 12" CONC 2" CONC.--/ EX. DR NA I- UL EX. DRAINAG STUB 20L F CuLv. C U Lv. DITCH I DITCH & a STA 17'+05 �f2° CONC. CULV. _5TUe) LAY 12" CONC. PIPE AROUND, _ L� ""5T U B L.F. (5 9) STA I � �015 MANHOLES WHERE REQZ�,DN.11 \11 __ I ------ 5-TA-1.5-1,91 — . BY 77] FNGR. BACKFILL f� GRADE X APTIS A.S OlRecTEo. (TYPICAL) 1 \ 0 0 86 87 STU B 27L.F G.A.I. ASSOC. ► STA 15-17 RISE p , 1 <� . M KIN C59) 84 1 -W -qmwmb-- 85 BG 87 EL_ 105.9 EL_ 102.6 to SM'T# ob � FE9435) C_664M�T54' 16'cl, + STUB 46 L. F. �- (3D STA 6+85 / . 31DO I MIN. FL-uu)K -T- < 31507 ELEV. = 106.8 (104th AVE. ST S. e,) UB2F L. , TP f L "A 7 +92 88 89 16, d. B 21 L. r I 19,; Llb-a STUB 14'_ 1/-S—TA5183 0 III TO RISER tl* 12" CONC. CUL.V ;CO vv r3 Allr,_ OS I PARk L__ N6�d,:, AVE.'\,, i N. T11 =1 Uri 33L.F (D co �rj L� F. q 17 R/w �3T!A 7-01 �\ 1 3.�)OO STAB 3,]17 R 6, 3 RISER 9. _STA 5179 U 0D v a _771 i I "7/ 5!T0 RISER—', .571U C1 48 � D v %0 1 89 STA 8,65 HSE# t 0'6 5TUB 30 jl�<%eD 3810 84407) 0(0 5SIvVT# __n ��,TA 5104 v 3924 F77] EL. 11 1�5 p TEE 0, EL. 128.1 uj - Z 0E # FIR 36) 0 Z? G " STUB V: �, 55M e5 V4 EL. 139.0 l06 i07 c,05 (40 \\ \9L@ ` GA AG%: b 102 103 104 1 lo .HUD PROJECT NO. H-602 2-751 IZ G DESIGNED V-7- DATE _M-AM�4 19-70 FILE NO_- IWAS 8RAWN J.R.L, -29-n NOTES: I. ALONG LAKE WASHINGTON BLVD., 2 AS BU11r F. THE C-ENTERLINE OF SEWER 13 \4 - vx CHECKED___L?_0 SCALF__MCVT_E1D_ FIELD 80-Al KO I �,Z_DE�DNo,m iJRLI 1 5/27/70 DIMENSIONED FROM THE EASTERLY IC APPROVED__4' REVISION BY APPIR. I DATE EDGE OF PAVEMENT. V CITY OF RENTON 2. THE EXISTING DRAINAGE DITCH 1-4 ENGINEERING DEPARTMENT SHALL ILL, ING-MAN, CHASE &CO, • L R-E RESTORED TO ITS AL ORIGINAL CONDITION. B.M. 377-1-35 EL.44.45 R.R. SPK. 0 B.M. 377-1-4A EL. 94.75 SCALE: P= 50' HORIZ. 3- SEE GENERAL NOTE SHEET PP W. FACE, E. SIDE LK WASH. BLVD. TOP CONC. MON. IN CASE CONSULTING SF-ATT�_-. L.I.D. 263 I OF 12. 15' WILY OF CONC. ORWY @ 4- PLEX G INT. S.E. 84th 5T P= 10' VERT ENGINEERS WASHINGTON _STU B 130-- . APT'5 4h 8220 _S TA '5+0 104th AVE. 5. E. SANITARY SEWER ------ ---- f. 40 7 _30 717- i2i • KA A. BW4 77= F? F _K/-O`_-__-3' �7 17- =4 t t T ----- r -1c w-As -- 10 7_7_� B K 2: J_-G S 777 s< 4 -wows (T) Cot'. 1001 70- 77 P-1 70 10 �12 t e. T_ -7 7 + - _7 ------- -- :0 go _4 -4 4 - ----- + J- J "I M Fr p1_1 E� 0 T_ -T 70 7 A004; - - - --- -- - -- 3 _4- TOM T7 __ __ �, � -1 - -0 O� 7-77--_ T __j 50 150- 7 --:1- T- ---------- -- --- - - --- --- -- ------ - --------- 0 4- _ice 4 ------- - ----- 130 3-4-LI --Tcu L- I . . ... I - -I- - - _., � L.- - L_ _; __ _- -- I . ...... ------ 13+00 14+00 15-t-00 0+00 1+00 2+00 3+00 4,, 01 0 5+00 G4-00 71.00 8-00 9+00 "EF FIAT 1, PLANPR' MF 11K E ), Lo O NOTE: SEE GENERAL NOTE SHEET I OF 12, 04 10 14 2i N. 38th T. S.E. 86jh BOARD FENCE AM[ EQSOM EL, 110.0 25, 7 5' I I B10 S 37 7' '. 0 1 10' PERM. ES 30' TEMP ES (a - dF 0 9 8 7 6 5 I 4 TA f+473 _ - 9'd. I s1s; T-41, ;0 Id r�APAGL EL.130.G�11 3720 KEI�P_ 30'TEMP ES 101 PERM. ESM AARHU5,7* —1 (1: LLi + TEE 7'ct. ROCK EL. I IG4 EL. 152.9 Vw .z. o -U)-u Go X�; M: T. T. T 2G I - m, I 10 STA 1150 WALL SE# EL. 1194 EL. 161.7 W 14LRJ q PETERS( 8SE GIO) OTSU 1,3S 'r* 3725 i —0 EL-. 50.6 0 z EL. 105.0 L((98� G rn . , x I SE* 9/ W id so STA4_ 2- EQ: CL OF- SEWER 0IQ aa k, , ',z � c, '. 9 (f) Ib S 3731 5TUS I L D LL �U,..(2 " ��O PROPEP-TY LINE 4. cl.� m ?856m19T)1* , I / 12 05\ 1 w uj -479A 1. E 7,�_. -STUS 21 L. 5 L.F. _��S d. I I u �t BO 12o F�NIC� — — I '�TA 7�46 STA, 3+11 TE E 4' 70 —T-1 - C)s _7, Lo Ict fc, SEE LL W D _57-11 37?_0 Z 3731 1 L 2' _E5- 10) W, 2 2(o'3 8G 2 '®R 7 17 _IT�A 7- —5 pp -7 77 2// MH 17�(TYPE 15A) 61d. E 9c' 9T 1771 3708 UE1 L.F_ 17'11- ff + DM S-E -�70� d-- _U -T T 35 3 _---fTA _+7. < CHECK 'd -A STA. 4+70 7 srue SHED �7 + 13 TE�E �Id..: + w 0 'D L SiA as 5TT_,A_,41_1Li E TA 0 TE —01 ro WELSDKI �.w od Ld INVERT OF STA _5135 OD Lr) -5-TA-331M Q� v tj j (n U) 6, d. TO. I L F. b SM T < Ld 1- 0- WATER STUB I L.F. :E FB _"T AY A 7+42 T M �G) E.L. 110.1 LINE PRIOf F(rG 2 (n TEE±7,.t. I �g o EL.52_4/�3 U.1 EL. 89.7 a: 11 cf) TO CONS' 21 -7 sT GIs E 17 LESELL �:j 1 n-- B.M. 377-1-4 EL. 143.09 N.W. \?21 a ct POST B-M.,377-l-28 EL. 119.90 R.R. W IYAL w -;3\\ 81 '5; (f) 0. CO R: RETAINING WALL, N. END SPK. IN 14" FIR 30'.'t E'LY OF FRONT HSE #8GII, W. SIDE b w 0 HISE 4#8617, 0 104th AVE. S.E. HUD PROJECT NO. H-602-2751 DESIGNED _-W-' DATE MAY 4, 1970 FILE NO_ DRAWN CHECKED--24J 1 11-01 30—A— AS BUILT 02-01-ill 80 APPROVED SHEZT--5--OF 12 T I - NO. REVISION BV APPR. DATE 377-1--8 EL.44.83 CITY OF RENTON 0 If 5. E. COR. LANDING TOP ENGINEERING DEPARTMENT CONIC. STEP'S W. SIDE LK. HILL, INGMAN, CHASE & Co. B.M. /WA5H BLVD. OPP. HSI- #8612 APPR_'IOO'S. OF S.E. 86th ST (S.E. 87th ST) SCALE: !;'-- 50'HORIZ. L.A.D. 263 I"= 10' VERT CONSULTING SEATTU, -ENGINEERS WASHINGTON N. 37th ST. SANITARY SEWER I 3+00 otoo 1+00 2+00 3+00 3+00 4+, PLATE "J PLAN-PROFILE �FEL & MER CO mom ------ '170 --- 2 1601 + 150 UIL 140 ;z ------ 130 120 _7 A ===t7 110 5+00 ro+oo 7+00 t I C, 1 I� I _J LL. i J U c - - -- - - -- - - - -- --i - -- -- 0 P_ i5Z:Z5' f I{ t - -- - - - -- -- - -- TI--- - - -. _ -t �. - -- '- - -- - -- - -- _--- - --- � - - -- � _j =4= - - - - - -- - - - -- - - - -- -tlt -� tIt 1 + -__- Y 5 +00 6 +00 7 +00 8+00 9+00 I0+00 11+00 12 +00 �- 13 +00- - _ 14+00 15 +00 16+00 PLATE ?LAN- PROflIE o. 6 i,'Ivuz( I.I {I,I i + m + .J u EL. �m yye 2 6 ? Ili STU 0364 F -r -.: ,:s�'>•r •. _• s ® � �� v. t+>�® - - P STA. 6x 68.F O -STUB -27L PPO ® ! ! GRAHAM s srue Iz L F W 2' W W - �� i HSE #(8648) N - J� . .STUB 3o L.F. 2 7 �� -� -• -- 5 NO 30'TEMPESM'T O - 2O ' C-- BURIED C.O. STA 1 1 +69 6 "d- BURIED C.O. 15' N ' T ' ..r, -r-1 STA. lrt6° - - S 3613 r... p �y� C I _.STUB 15 L.F.- C S.TA, 1.43 -mod, STUB 6'L.E fR7� # I ' O _ �; (HIGH) T T 21 dF• STA 14 +TO p F VI H 26 sTA rot z5- �' ®5� � II L NOTE'. SEE GENERAL NOTE SHEET i OF 12. L ; ;; H CHECKED R � .R. I AS BUlGT G.a.w. 0 COR. S /WALK W. END 3'E. OF � pE O APPROVED dew• � W. 51 DE DRWY. HSE #10221 .3 E ENGINEERING DEPARTMENT HILL, INGMAN, CHASE & Co. B.M. 377 -1 -12 EL.48.50 R.R. 1 SCALE: 1 "= 50' HORIZ. L L.I.D. 263 ST. EXT. LK. WASH. BLVD. A AVE. S.E. g S.E. 87th ST. - -- � _ - i- - - 1 70 - - -- i - - - -- - -- - ' = = =k =- - - -- - - - -' - - -_ -: - up- - _ -_ - - - -- - -_ -- - --- F -- - --� ---rte -- - - - - -- -- -- _ -._ -- - -_ _ - - _ - - -_ -- -- _- _ -. - 1 50 = -_ _ _ _ - - -- _ _ _ -- -9� - -- _ - -_ _ - JEM Z-11- Of-� - - - - - -. - - -- - - -T -- _� -._- - - - -_ __ �... -i - r - -- -- - -- PRAY - -- ii -- - -� -- - uo - 70 - -- _ ___.__ -i -__ _ -__ __- - _ PLATE ?LAN- PROflIE o. 6 i,'Ivuz( I.I {I,I I.i li i f _ - Q z ;I rJ ! — G� z z F" ATE 1, PI AN FRCFHLE n s ISS7R co. 7 NOTE: SEE GENERAL NOTE. SHEET I OF 12. (S.E. 88th ST) N. 36th ST. 7 { I 1 I ISTA., -1 +57 Ys ^d. I -- �5TO.5 3a L.F_ I , _4' d. 5TA. 1+54 3 I I STA_.9 L +42F _ 0 _J 1 3 BLOCK 20 �� - - ' 51 25' 50 4 48 47 46 . 45 44 43 42 40 39 36 37 36 35 34 33 32 31 30 29 28 HSE # 26 :STUB 30 Ld. rr I I -5 ci.- I 6'd. STA I _81_._ 1 I I - 2 2 S� 1 1 SrUE so ' i srAes +�s F (8907) y -EE__ 1 -516 I'd L" EL. 73.7 1- 5TA, -s+ L. 1 1 -iii -5ru6 F (SERVE. TO W.) HSE #. EL.76.3 I.(j EL.94.. 1 srA. 1 +i7 -- z 1 '�d• 6' d. STP.._Oi75 EL. 61.5 I HSE# EL.85.4 I 57uB 3o L. r. 5T UEl 30 L.F. EL, 148.2 �s HSE 3 j I 10016 BSM'T# 4��. EL.I56.4 HSE# I ( % (10024 HSE# �q� 10046 sTUa aoL�F -- -sr°" 6 +eo_ 5A. ? +92 BSM'T# EL.162.7 W 6 {H1�H (1000VV4) -sruB 3oi.F 5TA. 5 +52 !0228 HSE# I 3506 ;t Z I _srA. r +73 I (10036) (0 BSM'T# STUB 30 F. j / 102361 3501 W N STUB 30 L.F g d � _ 1008 -5TUS 30 F 1206 STA. 7 4 TUB 30 L r. J Q 1 - s' d. ' 914 I 1' i I 1 . 3502 1 +2!- 908 STUB 30L F. 1002 -8'a: :.5TA. 6t04. R /�/�/ -STA: 9+!72 71d 1202 120$- :7'd. _ - IIO2 \ .STUB 30 L.F. - - T rn STU830 L. F. l� - -5TA. 9 +46£ STAB10�38 $O - _STAB13A L:F 3 -�j, ST B 0LF U4 (S. 89th. ST) _ I 11 i STA..4 +72 _ I 12" RCP 9 P O PP R FH. o PP RP o o P. PF? 0 F R 1 s - I 4 "W: W 41-W I _ y� 411W qnW W - quW N W o 4 „W W r 9 qE+e _rEI ...- A t 350 _ -57A 4 +22. �a _ I - _ _ Q ..- T t Cd• �•�� ,TEE .t ll�ol.1 �� 5'ci. 1 rJ C.B. E ,{--{/* I 5T 4r� .1 A $. I _- S_T_U_B I_L :F. I I I� I.STA IC+86' -° 5' 3 �r Icn + �. 4 W H 2Q � Lj I LO '24 Lc 1 919 s'a. 4 d: z ±as A - 57UB 24 LF, to i / 7 ci. 6'S "d• SIfC�- 3404 907 913 IOII .STUB 24 L:F� N. 35th ST SUB 2 {LF STUB 2I L:F -s'd, STUB 21 LF. O W STA -0+45. -- ..107 STUB 2i L. F. 'n - _ STA...i2 ±32 / -5TA. 5 +40 __5 A. 6 +72. 1113 l� I I I9 5TA. 9+90£ STUB 21 L.F STA. 12 +00 ` STA.,.8 ±72 n, 1 ` °STUB- 1 6 "d: 1 I _ _ `�d _ 5TA. - :10 +34 I209 HSE# - _ ST UB 2I L.F QSSM'T# APT., BSM'T# H i (10019) /5rAB3B37 (f0045) STA.:5 +6a.:- H" St#' 0207) �1, 20 9 HSE# ('nom (0 27) �[ I - -5 TA. 7 +36 (8904). (A, B, E C) /100 I) (10015) EL. 85.5 EL. 97.3 (10205) (EL.II$.6 EL.125.6 EL.152.2 BSM'T# EL. 64.3 L. 68.7 EL. 79.6 EL.114.1 (10215) (Y 5�`-- 5'd. sruB z��aF: EL. 140.4 =C( (10253) -STUB 24LF. -STUB Gr* - - -- 1021 1101 EL.150.9 STA. 1+69 .STA 1 +93 i .STA, 2 +57 5'f A. 4 +26 I I C'n CIL I 2 3 4 - 5 6 7 8 9 10 II 12 13 14 15 16 17 18 G V' 19 20 21 22 23 24 25 47 ON OD (U O 3412 CESOSe.8 _ 0 1 GW F - -. - Q N BLOCK 19 1 I- HUD PROJECT NO. H- 602 -2751 DESIGNED- DATE MAY 4, 1970 PILE NO f _ � W DRAWN R L SCALE NOTED 0 z - CHECKED U P�ELO eooK__ _ I AS BUILT •� 1 IL• SHEET B' OP 1Z APPROVED /J weed � 1 Ua7�(.� �✓�%✓L. it s NO. REVISION BY 1 APPR. I DATE m �dF 61Ai/� /avrs sT. °r,. �' p C p C I T Y OF R E N T O N IN. 34th ST. ( S• E• 90th STI ) k� - ® HILL, iNGMAN, CHASE & CO. ENGINEERING DEPARTMENT 9 Gr37ER 'l`� CONSULTING SEATTLE, L. 1• D. 263 - O SCA. L E: I"= cJ Q I H o R I z' �� ENGINEERS WASHINGTON II II'= 10' VERT. ANA` SANITARY SEXIER [100 -_ i- _1__ 90 =4= 80 - i- 70 6 TIrI -_ ±A- 5 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11+00 - a + _ - L =+ - _- 160 - �Y 150 _ __ _r rev oafirr7 140 f - I - -1 T - � 12® - _ 4 -- - j - + i -! 100 i r 12 +00 s � 13 +00 V ,.0 FLATE 7 PLAY PROFILE 48702..HERCLJIENF. o,n -rv, -,.n - 47 ON OD (U O 3412 CESOSe.8 _ 0 1 GW F - -. - Q N BLOCK 19 1 I- HUD PROJECT NO. H- 602 -2751 DESIGNED- DATE MAY 4, 1970 PILE NO f _ � W DRAWN R L SCALE NOTED 0 z - CHECKED U P�ELO eooK__ _ I AS BUILT •� 1 IL• SHEET B' OP 1Z APPROVED /J weed � 1 Ua7�(.� �✓�%✓L. it s NO. REVISION BY 1 APPR. I DATE m �dF 61Ai/� /avrs sT. °r,. �' p C p C I T Y OF R E N T O N IN. 34th ST. ( S• E• 90th STI ) k� - ® HILL, iNGMAN, CHASE & CO. ENGINEERING DEPARTMENT 9 Gr37ER 'l`� CONSULTING SEATTLE, L. 1• D. 263 - O SCA. L E: I"= cJ Q I H o R I z' �� ENGINEERS WASHINGTON II II'= 10' VERT. ANA` SANITARY SEXIER [100 -_ i- _1__ 90 =4= 80 - i- 70 6 TIrI -_ ±A- 5 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11+00 - a + _ - L =+ - _- 160 - �Y 150 _ __ _r rev oafirr7 140 f - I - -1 T - � 12® - _ 4 -- - j - + i -! 100 i r 12 +00 s � 13 +00 V ,.0 FLATE 7 PLAY PROFILE 48702..HERCLJIENF. o,n -rv, -,.n - [100 -_ i- _1__ 90 =4= 80 - i- 70 6 TIrI -_ ±A- 5 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11+00 - a + _ - L =+ - _- 160 - �Y 150 _ __ _r rev oafirr7 140 f - I - -1 T - � 12® - _ 4 -- - j - + i -! 100 i r 12 +00 s � 13 +00 V ,.0 FLATE 7 PLAY PROFILE 48702..HERCLJIENF. o,n -rv, -,.n - o o z . I Ij IL r P"..TE 1. PL N-PROME f-K-41-5 ESSER CO I I UZI I ! I u 2 �r C17 ui I Q l00 120 110 100 F- - I I _ 90 -80 70 60 I BLOCK 18 H 40 39 38 37 36 35 1 34 33 - 32 31 30 29 28 27 26 ESM'T# (EL.11806 HSE #7 1 I 5TA. O +'_'ii> r�-�-y A I EL.i42.8 I # 022 1007 -5r4. 4 +69 O h �+ W 0 EL 149.7 0 2 I� V 5T I� V sr HSE# EL.160.I I lo' d. I 5T U5 30 L P. 5TA. IZ 25 STUB 24 L.F� �.ZUB 5TA. io +3r. 1203 5TA, l` V 5 III` y 5TA m (10 ?_00 15, EL. 128.2 BSM'T# (10220) EL.135.6 HSE# 10222 I l l2 5 �B6'61``F BSM'. # i - 1022 (9 (10207) BSh1'T# (10244) EL.169.4 EL.167.0 B5M'T# M'T# ST 'A. s'd.� U B o L.el OI G �, 4 +68 '_r�TO L 3QL 4'8 ' d. STUB 3b L. F. 7'�- STUB "SO L.f: TA 9 +2� 1 a J z srv- 5' L.F. L 30 L. F. _ (10217) EL.144.7 <10258) �- CI0252 7 B i.. I57 4'6 d: ST 4'6 5TA. 5 L.f \` s +so _6 +3' ' 1100 S.E. 5TA. 7 30\ I 10 91St $ R�W TA. +38 ` \ _ 4vwt * „7 ..sra. T = 57A. ills 18 y 10 +30 1204 gTi1$ --31 i 1210 3315 fi - I(�I InI 1 # N CEL.178.5 ± I I y ZQ 5 ue =3326 `r : i- o?? G Opp OPP A . . e .P. P.P 0 'n ~! I - - -4'W -(� W 4 "W W W 4 1W w- �rr�sea rrtr(J ®.i� ® o �' 1 .� e ® �wl� sma` s soui �w /_5TA I i6 `I II I W Tc + ,= _ 7'a a TIA I e; 6 d o- -- �` - - -� - °- - --fl- —CB. STAB 9 +z Q d 3320 rA I +E +34 CB N STUB 24L F C.B. ' _ 6'ti STUB. 271.. F_ f.6ii .R s UB — _� TU9 241dL.F T ^c4�.2'F ? 5T ".. 1103 IF-+ 110 pd \ ��U_YZ I..F. 1121 ESM'T# (EL.11806 4'-i• ® SrUII 2Y-L.�F.�` 5TA. O +'_'ii> r�-�-y A " STUB 241 5TA, 2s24 I [h� 1�I 5TA. 3 +37 1001 1007 -5r4. 4 +69 O h �+ S +92 10 ®�J. I HSE # (10201) I� V 5T I� V sr HSE# \ , 5TA.Br32 S'd•� IIIO B24L7. 7 +:4 [L��[�'[�`� '7EE Y —_=• 5T'•4. 8 +79 STUB 24 L.F� �.ZUB 5TA. io +3r. 1203 5TA, l` V 5 III` y 5TA m 2 14 . 12,09 5TA. 12 +50 1ir54 4 U B 24 L. F. -. II +B3 HSE# 3302 ([1,` .. V` STA. Z +99 U6 oL_F _ srA. Ia +off - .._._. HSE# _!( EL.135.1 (10207) 1` `� I` V cc.. T.. H$E #g (10251) EL.176.8 190-9 HSE # - \(f BSM'T# �` (10021) y (91048)2 EL.87.7 I 6` -d. y � Co I SM T# 10 037) EL.96.2 (!0047/ r EL.116.; �(n $SM'T# (100 57) j EL. !39.2 _ (10217) EL.144.7 (10229) EL.149.4 (102331 EL.16'L.2 W e, 1 2 3 4 : 5 •6 7 8 9 10 -s II 12 1.5 �- 14 15 16 17 IS 19 20 21 22 23 24 1 25 I S r97 A 25' 2 ' 17OWSM'T T C.SSJO 5TA I # EL.84.2 NOTE: : SEE GENERAL NOTE SHEET I OF 12. BLOC; 17 5'. sru B A 1 i„ d _ M H 48 �� i s 4 +so STA. 141+ 50 � X302 CHECK ,NVERT B.M. 377 -1 -37A EL. 178.90'❑" N.W. i OF WATER LINE BsM'r i Q PRIOR TO CONS'T. C9Hi��1 COR. CONC. DRWY. HSE #9016 ON E. I 51DE OF 104th AVE. S.E_ ! HUD- PROJECT NO. H-602 -2751 DESIGNED DATF MAY 4, 1 70 FILE NO DRAWN J. K2. L. scALE.�'OTfQ- CHECKED U - 'F,�- DaooK___P..�E_ _ -L 15 BUILT a.a.w. 02 -22 -71 HEET 0 O F 12 NO. TE ri C I T Y O F R E N T O N ENGINEERING DEPARTMENT INGIMAN, CHASE & CO. SCALE: I"= 50' HORIZ, .'`�YISTIE �� 6 111 = 101 VERT ts�- \ CONSULTING SEATTLE, L.I.D. ��IA ®. G.V ��,r �JNAt E ENGINEERS WASHINGTON SANITARY SEWER - re_ ° 5- w.ai.. ��_ ,L_nL -- � r - -- -- - - -7- 7 T -- -- - - -- -e79! - { - T� , - - _— —r- - -rte , 'I - -- -- _ - 13 +2 28' 25' .7 ESM'T# (EL.11806 1 - O - - - - -- �. - - - - 1 -- ' 3308 I U6 oL_F _ srA. Ia +off - .._._. (9108) BLOC; 17 5'. sru B A 1 i„ d _ M H 48 �� i s 4 +so STA. 141+ 50 � X302 CHECK ,NVERT B.M. 377 -1 -37A EL. 178.90'❑" N.W. i OF WATER LINE BsM'r i Q PRIOR TO CONS'T. C9Hi��1 COR. CONC. DRWY. HSE #9016 ON E. I 51DE OF 104th AVE. S.E_ ! HUD- PROJECT NO. H-602 -2751 DESIGNED DATF MAY 4, 1 70 FILE NO DRAWN J. K2. L. scALE.�'OTfQ- CHECKED U - 'F,�- DaooK___P..�E_ _ -L 15 BUILT a.a.w. 02 -22 -71 HEET 0 O F 12 NO. TE ri C I T Y O F R E N T O N ENGINEERING DEPARTMENT INGIMAN, CHASE & CO. SCALE: I"= 50' HORIZ, .'`�YISTIE �� 6 111 = 101 VERT ts�- \ CONSULTING SEATTLE, L.I.D. ��IA ®. G.V ��,r �JNAt E ENGINEERS WASHINGTON SANITARY SEWER - re_ ° 5- w.ai.. ��_ ,L_nL -- � r - -- -- - - -7- 7 T -- -- - - -- -e79! - { - T� , - - _— —r- - -rte , 'I - -- -- _ - rt - - - - - - -- �. - - - - -- - -- ' I - -- -: r I -_ -- .. `- - _ -- -- - '- - - -_T_ -- -- UP, > - -- - -- 10 -_- - -- _ -- - ------ -E I — - -- -Q� - :_ L =_ - -- _ - r_- 1 I_ E -- =7 - 1 +00 2• +00 3 +00 - -- -- -- t } i I : I -1 - - _ I ! 1 - "�_ I _ _ -- 6 +00 7 +00 8 +00 9 +00� 10 +00 170 " —. -- 1 -± !160? 1 t 1 i -- I i 7 - - 50 , r I r I t : 1 g - r -- -_ I L_ 12 +00 13+-00 _. 14 +00� ILJ /�.CC Pi . ?E 1, PLAN-PROFILE IV it 010 I i I I I ( I!3 (H1IM8H _ ) I � BLOCK 17 10 O I I W I S U) W �a Z +' 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3 34 33 32 31 30 29 28 27 26 EL. 84.2 SE# MIN. FLR. E L.100.4 EL.109.0 _ TUB-5'6" d. I 30L.F." ST�EEL.116.9 -+4 -6 -STUB 30 L.F. srA. s +o9 ..4 SE# :. HSE# 00361 10042 EL.I26.6 BSM'T# "10060 EL.138.1 SE# - 10204) EL_ 146.6 6'd. BSM'T# srue 3oL F. I srA. a +o3 =� 7 d. (10224 EL.154.6 716 "c1. .STUB 3o L.F. BSM'T# W STA. to +2s U' (10240) EL.174.5 HSE# s_U, ' d. g 10004) ' -- 1 =]AS V E' 91.5 ( SE# N 111.E 10020) 6]li1_]0 b'6 "d. 5E# -STVB 36 L.F. 0028 ST ..:3 +70 y 1 I s'd^ 1a2� 4'd. STUB 30L. STA. 7 +27 tta2 STUB 30L.F-. F. 57A B +64 .7,6nd R/W 5T0E 30 L.f =. Q n y 7, 666 ]]]11U]]yyy! 10246 5 7'C% 57Ug 3o L. A:12i38 / I.I.1 SERVE TO fJ. ( ) - -STA• vL.F TEE i6'd: 914 sTaB 6 d• ooF 1004 1010 1016 sr B 30L.F, STA• 6 +50 S,E. ♦ 91 SI PL.) 1114 STA. 9 +86 STUB 30 LF. 12a0 STA. 10 +78 STA., 11 +26 1212 10 I 902 IIS5 STA.2 +65. U STUB- 24 L. F. 23 24 25 Pi W N O P.P. o PP PP 0 fA FH• PP PR o P 0 0 -� A H. 5TUF3 36 L.F. 4 "W W 4 "W TEE W, 4"W 1 W 4"W IN 4 "W W 4 "W_ W 4 "W 4 "W STA. 12 +35 STA.5+ 5 7 _ 1 _ 1, _ -TEE ! ' 'TEE 2_IO'_ (V - 1 I I P.P. FGUY 9 22# -4 5 "d. s ter.® e®® ®o® - ® ®'® - S7 ®4 . ®' TA® ®� rp ®. ®s)s� ® ® ®® ® W HIGH) 3� 5 I1 TU 27 . STUB 27LF TEE Y6'C(: 7EC 36'd`\ `TEE '7'P':_ 1 6`ci: 7'6 "d. I N S'd. 1 GILL. 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ETU B- 24L.F _ H w I -5 � I � 2 ' 2 5' uj ( Q(U • . .. - - - - - p -- I p - - S STA,6 +84 5 5TA.: B: +72 ^ ^• . ..5TA @9+82F __ -_.- TA. 0+ a 57A. 3+?2 _ HSE # Q ' - (111027 s srue z4 L_F- - SE # ' Z 1 - I I \ a _ ( ! H (iO�A•'� I ( SE# ( 1 i EL.106.9 5 5TA. 4 +81 l EL.122.1 I I T E EL.132.7 r I EL. 141.i ' Z = s T d. ( I � EL.175.4 EL 95.1 I 2 3 I ( (() V 8 9 1 10 I fIl V _ 14 1 _STUB 24 L. F.� I -STUB 24 U STUB- 24 L. F. 23 24 25 NOTE: SEE GENERAL NOTE SHEET I OF 2. B.M. 377 -1 -35E EL. 6791 "O" IN S/WALK @ N.E. COR. CENTRAL MARKET GROC. @ S.W. COR. S.E. 919t' PL. E 100th AVE. S.E. 130 120 110 100 90 80 Lo 6'6 ^d. 3210 - _ s -TUe oL.F. i -TA. Iii -59 :1 25' 5' v �^ EL. 205.7 O a m,� HSE# _ a (10416) I j N � m 'l 3 v (S. E. 92nd ST.) 1306 0 PP In 0 PP BLOCK 16 T L CHECK INVERT OF Liz 12l' CONIC. CUL N I STA. 16 +10 WATER. LINE PRI ®R TO CONSTRUCTIOPI (}1- N 32 d 3114 S� 1315 '"'nn, V TEE VF QI ...5TA. 14 +84 7'd.. FH E#STU 2 LF- 23) STA. 15174 BSM' (HIGH) 9202 EL. 208.5 T HUD PROJECT N . H- 602 °2751 1 DESIGNED %�� .r DATE MAY 4,197 0 FILE NO DRAWN CHECKED G1 SCALE NOTED H s,eLO eooK_ Pw�r� _ 1 AS BUILT G.a.w. -2 -23 -71 B APPROVED SHEET i I_ OF �? NO. REVISION BY APPR. - DATE ��f "aw,��ro AS ENe1ME� CITY OF RENTON s ENGINEERING DEPARTMENT - HILL, iNG9v1AN, CHASE & Co. SCALE P'= 50' HORIZ. p`90 9fflSTE�6o� S /ONAL L.I.D. 263 1 10' V E RT_ CONSULTING SEATMNGINE RS WASHINGTON N SANITARY SEWER .,mom. 4+00 0 12 +00 13 +00 14 +00 r = -- 190 180 1-. .... -- 1 - _- 170_ - - -1 150 140 IF -a ! 130 120 nl -4- -, 15 +00 16 +00 1J! -LE- PLATE 1, PLAN - PROFILE i "G e-F =Er a :s,_a co. .1 BLOCK 16 T L CHECK INVERT OF Liz 12l' CONIC. CUL N I STA. 16 +10 WATER. LINE PRI ®R TO CONSTRUCTIOPI (}1- N 32 d 3114 S� 1315 '"'nn, V TEE VF QI ...5TA. 14 +84 7'd.. FH E#STU 2 LF- 23) STA. 15174 BSM' (HIGH) 9202 EL. 208.5 T HUD PROJECT N . H- 602 °2751 1 DESIGNED %�� .r DATE MAY 4,197 0 FILE NO DRAWN CHECKED G1 SCALE NOTED H s,eLO eooK_ Pw�r� _ 1 AS BUILT G.a.w. -2 -23 -71 B APPROVED SHEET i I_ OF �? NO. REVISION BY APPR. - DATE ��f "aw,��ro AS ENe1ME� CITY OF RENTON s ENGINEERING DEPARTMENT - HILL, iNG9v1AN, CHASE & Co. SCALE P'= 50' HORIZ. p`90 9fflSTE�6o� S /ONAL L.I.D. 263 1 10' V E RT_ CONSULTING SEATMNGINE RS WASHINGTON N SANITARY SEWER .,mom. 4+00 0 12 +00 13 +00 14 +00 r = -- 190 180 1-. .... -- 1 - _- 170_ - - -1 150 140 IF -a ! 130 120 nl -4- -, 15 +00 16 +00 1J! -LE- PLATE 1, PLAN - PROFILE i "G e-F =Er a :s,_a co. .1 I ii 1 I I I mac! II I s, f J o� I I I m Z O� m F o 1Q M xF III In I I I -- f 6 (S.E. 92nd ST.) �J �0 - RLOC1� Jr- II II 50 49 48 47 46 45 44 43 421 40 39� 38- 37 36 35 34 33 32 31 30 29 "d.. 28 27 26 LILI •/ 7UB 0013) EL. 1 12.7 -c7 CIB: 06L' .: l O 3'.6 ". c�. 'BTUB 40 ..F. 5TIJ -L. EL. I i 9 g -5' ST OL. F. 3 STUB: =3 '6 d. -STA. 9+ STU.5_S0 �F STA. .9f82 - 5' c1. STUB 30LF, STA. 10 +58 4'7 sruB 3o L.F STA. Iq +T7 6'S" , sr A 30 L.F STA..I.1 *38 r� r� STR. EL.97.7 E.L. 106.3 r STA, 3 +6T.. EL.I 10.5 _ Q SC.US32_L'F' __ p s -_ EL. 133.6 r# BSM', EL. 141.0 57 A. x.09 EL 14$.5 EL.f52.9 EL 16 )9 flgE# EL. 51 d. - 5TA. 1+8T ere: n +aT HSE'0 E L. 106.8 Csis6) y ®OIO� EL.I1G.1 HSE# 0024) BSM'T CI Z} BSM'T 010042 -STUB ... -30 + LO ELSi25.95 HSE # I . (10050) = E.L. .131.5 H5E # 9 d. srue B 4Z 0101 05y) STA: 6 +42 Io2os 10218) 010218) 33 6„d L' BSIVi'T# 1022 ! M BSMS 010228) y I`.. �� 10232 I HSE# EL. HSE# O2 y' EL. 161.2 Y (80256) cr L I 3202 910 STUB 30 dF STA _2 5�, 916 /) 1002. t STA. RIW , loos Q 10 .1022 (S. E. Cs 1104 92nd ST) STUB3CL F. - 5m-e +67 1110 112@ H 1202 0 1208 P� ►216 Q 3201 1116 ` -� PP N. 32nd ST - SM' N 9202 H I G H _ <nn ^ ' ` 3114 I_ TEL 13' - FFI, TEE . -13 a. C.B. O P - -- - -Q P. P _ C. O R V 1 tJ.l 1 5' Ib" R.C.P O PP. o o 5TA 3 +84 O P. - -o- -- rA.1 az P,. -- - P. - -- - - -W -- -+..W W 4'W 4 _ 4 "W in W- 4 "W W E 4 W W 4 "W W I 4 W is 4" W -tom: to a- _ PP - - -- a ® s ..p4r _ N �- _ - BTA':6 +94 TA.7tsa STA. 7 +98 I O W e� ®I�. ® ®_tea_ ®�. ®I� sue® ® - ®� "'77 a 11� 618 °01. 9'6 "'d a -�• �� - TU 2.F. T�TUBZ STUB 24 TEE 11 -'d:. I i�.SEE II�:OI - :. "-$TVB 24LF7 STUB 24L -.F.� S 24L F. 6�. C{: Jl STUB 2¢L.F STUB STUB 24 L.F STUB 2 L.F. _ _B_ B 4L 'S rA B +SS STA: tJ�T -ST r +70 STA 1.1 -2 STS. 12 +10 TUB 30 L.F. 3 Ill I 25' 25' LLI Q ' STA. ro,� STUB 24 L.F +71 -.. 509 R y Or!±. 1 +83 g15 F HSE# 1` -STA. 2 +41 s - °s -° .�} 4, HSE# ¢ (10027) 1001 IOOi ` HSE# BSM'T# 1 - TA. + 0 1013 BSM'T (10047 sruB_za :� -5T +SS N. M HSE# 9'1"A.._v - +� 32nd ST. 13 10205} 1109 F.2151 1115 HSE# (10217) p t125 STA. 9 L.F. O (9 + C3� BSM'T# 1211 BSM'T 3113 1 1211 _STA. O t6E -T 903 STA. 6i29 1019 0013) EL. 1 12.7 (10015) EL.113.3 lii EL. 1 15.3 (10033) !0039) EL. 1159 EL. 1159 I EL. I i 9 g (10061) EL. 133.7 EL. 133.5 1103 # EL. 148.6 10227} = Q EL. 155.2 # 10237) EL. 20 18 i f as_M'T# I (10007) EL. 100.7 , - ef 1 c � L (n 5 6 d\ I STUB 24 L.F \, T's d.' 5TA. . 3.+75 sTU.E, 14".F I STA. 4 +68 i z'b "d, ..STUB 2a -L.F -STA. 4 +84 _.. _ H51 loo EL. 131.2 !O-Z5 EL__ EL, 145.6 4- HsE# (10243) EL. 1824 I 2 3 1 4 1 5 1 6 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 16 1 17 18 19 1 20 21 1 22 1 23 24 1 25 1 I � 3 O O_ r. NOTE: SEE GENERAL NOTE SHEET I OF 12. I B.M. 77 -1 -36 EL.97.64 R.R. SPK. IN PP 1.0' UP @ N.W. COP. S.E. 92nd ST. E 100th AVE. S.E. 11501= C 140 130 120 1101- 100 QO - 8 0 F= 1 .1 11 . 13 +25 Lk 25'91 215' 3= BSM`T ° ("'9214) HIGH -5, O STUB o L.P. 310£5 ®_ v' STA. 14+00 MH 58 /i STA. 14 +00 SL ®GK. 15 Z- CHECK. INVERT N OF WAT. ER LINEV I B.M. 377 -1-37 EL. 193.90 "011 N.W. COP. jJ PRIOR TO CONSq CONC. DRWY. S HSE #9130 N.E.COP.. OF S.E. 92nd ST E 104th AVE. S.E. 1 HIED PROJECT N0. H•- 502 -2751 DESIGNED I) DATE MAY 4_ 1970 - -- FILE NO. -- 6rAWN J.R.L_ CHECKED U S�C,AL�P�NOTED F,ELO aoo "�w�� _L - -- - A5 BUILT 4.a.V+. 02 -23-71 APPROVED �A 5 %� '✓_'�_ SHEET_L2 OF 12 NO. REVISION SY I APPR. I ATE CITY OF RENTON 4io ENGINEERING DEPARTMENT _ HILL, INGMAN,-CHASE & CO. SCALE: I"= 50' HORIZ. L.I.D. 253 N q CONSULTING SEATTLE, ° = 10' V E RT GIST ENGINEERS WASHINGTON SANITARY SEWER ONAI - - -tN- 3 2�itd P- so. -B -1 - -- - - -- -- r _ 1 140 - -- Lr,2� 21 _Toe = -rs 18 7=7 -- , - -- - -- - - - - _ -- -- - - �_- -T -- _ -- - - - - -- z -- - - - -+ -- - r- - -- i - - 16 0 - _ - - ' -- -- -- -- - - -= - - - - - _ - - -- - - - _ --I- - - - -- - - a 14 00 -- - - - -- - Ir - - - - -_ -- - - ALE - - - -_ - -- - I - - -- - - - - T- - -- -- - -- - - - -t- - - T -- - _ _ - - - - - -- - -- - 3 +00 4 +00 5 +00 6 +00 7 +00 8+00 9 +00 9 +00 10 +00 11 +00 12 +00 13 +00 _ 14 +00 if1 ��C �KEUFF�L3FSSE2 CO. -... -. -._ -.. _... _ j �•_ -�L .. _ 6 "102M1 HF.RCL LENE " n ..ri r.. r�.v.