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HomeMy WebLinkAboutWWP2700142.6EASTERLY EDGE OF PAVEMENT C C T!J61 Nf V-1 E C T re FECHAI\ICI EL BLOCK 21 _T 2 1 2 3-- 5 6 7 10 11 12 13 14 15 16 18 1 Z4 Wirt HSE # 20 21 22L 2- 4 Z5 ".-G-11 !3TUf9S - 5'd. i - �f 0 2 3 0) 7'6 51 530 L.F._ I Lo ST, U6 3OL-K 0 STUB 30L.F STUB .30 L.F. 8 30.! STA. 3+66 j 5TA.-3 + a6 TA, 5+44 N 0 5 TA�, I rj E L. 4�,.,cr STA, 2 +60 1 A. 4 EL. 99.3 + E L. 116.5 E L. 13, E. 3 E L. 144.?:� 65M'T # 4 1 0 E�_-75.3 E L. 9 3.7-9 55M'T # CID E3SM'T# STUB 30 Lj- EL. 1293 f35M'T HSE + (8GG2) E L. 55.5 EL. 6-4.4 + (10228) 21 5SMIT EL. 80.6 (10050) 5TA. 8 +35 E35M'T # (1023G) BSM'T# ry/- BSM'T# (10208) E L 6.5 E3SMT I 1004ro) (10220) Bo�s2# (r 0 BSM'T#44 (10244)Q0010001020 1003G)' N GARAGE 0� Li� I I STUB 3ni f Ln TA IS R/W E \� \ \ \ ", 5- (f) J_ 0 'A Inx - + T T G NA/, J 1030 1104 904 1004 _j m TEL. 510 t�r) 100G I OZ4 1110 HIG 0 3602 (S. E. 88th ST) lzio 3G01 I Li 1 OL ppo A FH. o P. RP 0 p F.H.RP 4"W oRP QRR 11w I - 11w / _�'j _� i /-\. Z) + 14 1 411 T v u ''w 4 w W'W w 4 'vv w i 41�v TUB -,�OL,F. TEL C.B. II C.B. T A �6 6 5'cL TEE T STA.1 k- Ida ST tj E3 1 048A. J 4-06 81 121, CONC. CULV. "T A W'*--12" CO C. CULV 14' CONC. CULV 'A. 2 +39 C.B.C5 L 4(,j 4!! Q>N ��/0) -SET cr 4 r/1 H, G V L R�C'TUB 10'1 "EWE-�R4 �62-61" A '��T 8'6"cL1013 STU B 24 L�F� 4' �--IEX� rA. .5'd. No 36 th ST. iio lilt 12.03 ST STA, ui U 905 S TA. I +a 5 177717,71 STA. 24(-' 1001 1007 ST-QB -STA. 24 L 5+)2. 6'd. E3SM'T # SM'T # E3 5 MIT 44 ri E3SMIT#\ 41 STUb 21 L.F. STA , 10+06 IZ09 BSM'T# STUB 24 L.F. BSM'T# STA. 1+ -3 3 BSM'T# \ H SE (10029) HSE # (10037) "ji 3TUB 24 L.F. 73 T A. 5-t-76 (10055) L L.'O 8.4 F10207) E L 1('-' 0. 2' 0215) EL.I (10231) EL.149.6 HSE# (10245) f E L. F) -.7 3507 "�Z�j x (10013) E L. 6 -7. (ic)027) EL.89-J4 EL . 3 1019 (10241) HSE # (88055) Irl EL. 77.-� 1 EL. IG4.0\ 0- < 1 2 4 5 6 8 11 12 13 14 16 1 17 20 2 i 22 74 w > < > 0 F_ 0 Ld O\ U' \u)()\ Ln z 12 L' 1 -2 51 UJIYi D S.E. 891th ST) nn- NI-~{ N. 35th ST. T 1A 2+Grc B.M. 377-1-35C EL. 55.23 7K. IN is LD. IN S.W. COR. CONC. DRWY. e (SHT HSE #10004 N.E. COR. 100th AVE. S. E. * S. E. 89 th ST. (100th AVE. S.E.) BURNETT 01 VOL. 377 BK 2 PGS I I C 32.,3 G AVE. N. 60 A) T + T. I N V. 50. 7 8 TO P GO. 38 B L U K 2,111) NUT E'31: I THE CONTRACTOR SHALL CALL THE P/-\CIFI(:; N\A/ E3ELL CO. CONTROL CENTER, TEL. NO. E3A 6-0070) F=OF:? ASSISTANCE: IN LOCATING UNDERGROUND CONDUIT AT LEAST' 24 HRS. PRIOR TO EXCAVATING IN THIS VICINITY. COrIDUIT SHALL F--'.,E 1*DUr,%1NG F_XC/AvA\TION AFl REQUIRED eY THE UTILITY, 2. SEE GENER/V_ INODTE ',31"IEF-7 I (-"f= 12, 40 13 30 TOP 43.00± _T 0 7 V� I M] (SERVE Vv) EM 30 T 0 P 4 3, CO� CHECK ELEV. t LOCATION OF F_X. 10" SEVVER PPIOP-TQ,-CO B.M. 377-1-37C EL. 159.71 "El" S.E. COR. CONC. WALK) 151-t- S. HSE # 10252 (n N.W. jfdodk04COR. S.E. 881th ST >r 104th AVE. S.E. SCALE: III= 50'HORIZ. III= 10'VERT S F 88th ST) N. 36th ST. VOL. 377 BK 2 PGS 1-6 110 #iCCD55 _T J) ICAO-:3 7 101.80 TOP 110.75 tt 1004G 90 12" CON C. c U Lv. 0 0 0 80 ,,-`�E3SM'T S. 10 215 130 -1# UP �on12- 155M 7-Nov CONC. #10220 + c U Lv. __7 120 �Q B 3 MIT B SW T S. Go I *1: 102:07 IT 65MIN. 3. 7�� -4 or, r' 4- 'o- 6 C +00 7e + 00 1+00 + 0 + 4+00 + + iw 0 (S.E. 8 8 t h ST.) 351Z HSE # (8 E314) EL, 182.9 _T HUD PROJECT NO. H-602-2751 DESIGNED--- DATE MAY 4,197 FILE NO. R_ L.� DR:AWN J. R_ L. SCALE NOTED FIELD BOOKPAGE_DESIGNED C C I AS 5L)ILT W. 02-17-71 APPROVED- ASST. CITY ENG(FdEER SHEET -7 _OFj2_ NO. REVISION BY APPR, DATE HILL, INGMAN, CHASE & CO. CONSULTING SEATTLE, ENGINEERS WASHINGTON CITY OF ENGINEERING RENTON DEPARTMENT L.I.D. SANITARY 263 SEWER I5SM'T S. 10231 ......... BSM'T N. 10'-OrD 0 #5805 mo -J, U) # 2'4 5SM'T N F1 10252 4 4 3 44 # 10 24 55�� 59 OC) I N V. 1.52 00 TOP G - 0 P� �43.00 \INV. 143.55 TCP 150.02 M H 33 - DELLTLL 160 I&M [ r-A 130 120 100 14D 7 0 IFS k3