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HomeMy WebLinkAboutS-27230C9 a 9 0 a, BENCHMARK: U CITY OF RENTON #1927, ELEV. = 123.704 TOP OF BRASS DISC IN CADE, IN WESTERLY PAVED SHOULDER OF TALBOT ROAD, 50' SOUTH OF CENTERLINE OF S. 192ND STREET. CITY OF RENTON #1227, ELEV= 154.81 TOP OF BRASS PLUG IN CASE AT A P.C. ON TALBOT ROAD SOUTH AT INTERSECTION WITH S. 45TH PLACE. NOTE: SIMILAR MONUMENT LOCATED S. 24' E, 11.4' 0 0 I + A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM. DATUM: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. 0 0 ? 00 + 31 I n 0 E-RES: MAY 6, 2001 Z Q IL 3 w M 3 0 N �ry oo C Y N LL W QN U S;dN W W 0 (Q mm IL V LL 97 -18 BLDG C 0 a RIMG. I 00 120.68 A.BO I a o F F iDO i Bill" VMG = DRAWN BY < :.. '/!� . _' .. `.. - I.E.= a- 1 -2�•1- 1 s a ESL 6` RV sRV s �..t . I 117 A.B. 11s.00 A. 03 -03 -98 •1H- -..,• l-7'¢ I 2 i ISSUE DATE - - - -1 OUT (W)- \ p y 0.1725 A.B. I F�116.0 0 +41 A.B. 6 __.... --_ SSMH l ^3 02-15-00 Z STA +81 / = m9 a \ FF M.011 t �' 281F 6'- -PPV &SSRV. A.B f\�7 -E3U1� o RIM ='B 11317vA. 10.6 B. � SHEET REVISION 0 IE 8' INs}IidF 1¢7. A� �� k `L/� B` S=B 1954 0.0957 A.B. , As built Information provide by. - •186 -761 e 1 _ ESM Consulting Engineers ZI IE 8' OUT- 10 11 B. ai 1 0 98003 '. Y zqq gg Federal South Way, 348th S 1' treet F116 I FF�1150 N3 F114A0 I.E. IE=188:$6 BLDG. C.O. (206) 623_5011 `t I i RIM = 1-14 -5C 113.98 A.B. .35 A.� 'I' IE =iM.88 11 3 A.B. Centre Pointe Surveying 33639 9th Ave. South _.I - Federal 5 1-1901 98003 i FF61f O 5 661- 01 O Wwlo - z 7 -272 3 REVISIONS: A) CNY OF RENNN. B) PED LOWERED FINISHED GRADES. 3/28/98 REVISIONS: A) PED. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW Ln 0) r I M Q O n rn n I n a co 0 N Z O w UU) 0 0 M w u) rn Y of a- w w 0 0 M MATCHLINE. SEE SHEET C20 PACIFIC NGINEERING v�SIGN i :iC. o clvll ENGINFFRI!�G AND PLANNING CONSULTANTS gCANNED MAP 3 0 2000 LL 166 3 44 LIJ Z Q 6.�.Y`. 5.J. ~�.J� 4 a i- .... -L.: L.�. = �-. 2 ;l._. 2 - �.2T -- 138 -- -_..� ..:- - - --- 136. ._ _ " W Cf) -._- I I I .f3 I P t I 1 - - • I �. R E C EL ®C�. I o I 1 . UF'P�i LEi/EL Y 6. i ' z ". s • y o" BLDG. C.O. 4 .. ::. Fr--W.0 FOOL 1 ani o o N FF� -'12 RIM = .O 13Sh16 A <B. i .: I F F-12 .O i .. FF� O I g : r I ! � L.� Z s.� IE= 10 All I 1 BLDG. C.O. RIM-12&56 129 AB. I BLDG. C.O. - RIM= l:2A56-1 43 A.B. 1 a - _ _ - _ BLDG. C.O. Ff28 O ! RIM = i2 59 i 3 A.B. �- 3Q 124.88 A.B. 1 <58 IE= 9z'3i6 IE= �z'4 - _ -'!" li 1127.15 AB- 1128. I I- 123:37 A.B. 123.17 A.B.1 ; W as F I I I I 1 I '. ; 77.77, U 0 "a } y! . t W '` 54 VC SRV " 1 - 1' -- 1 6LF 6' S. SRV. ` _ - 4 all S ,- GAB A -0.02 -, �' ` ,.. F LEGEND a� _ RO606 A.B r r Ai ` f 49LF'PVC S SRV. �•• 2 \ _. - SLF S° PVC S SR % j 1 I PROPOSED 8" PVC SEWER LINE PROPOSED 6" SIDE SERVEICE / s W LLi 7 CF 6' PVC S. SRV. A: tiy0 _ r X'N " -`- = a 0.1266 A.B. I I F�127 •0 x ® PROPOSED SANIATRY -- - I SEWER MANHOLE O1SS SRy • PROPOSED CLEANOUT J- SSMH' 16 48'p f r ' "6= 0.0535 RIM= 126.53 129.18 ry ; FF-125.0 i F- = E 8 OU W)- 1#z9B- ��@ { 15' SEWER'" ' " EASEMENT S 16° C.O. B �y i 121.2 A'B (TIP:)' 1s^4 i tiJ E 6"1' <. < . I Fr r cD ,, •. ,_ _. -�.. ( 6 ,l. A F124�0 L - 1 BLDG. C.O. °- F 126.0 I 124 - - F�-1 O I - - - I 406F'6' PVC S.SRV. A.B. 1 1 RIM = 120.28 A.B. _ 1 50A'B 4" 36LF�r' PVC S. SRV. I 2 .. i _.__S 0.10- 27 A.B. - ^ LE.= 113.26 T� SSMH - 48 "p TA 8+58'' � F122.0 BLDG. C.O. RIM =4' .5b 121.54 A. ! 1 I I I I O / r RIM'•= T• 121.35 IE 6'IN(E)= 1+4.67 I "OUT(W)= N ' 9 1 I w IE llA0 ,' 18.22 A.B. '" .. I ( BLDG. C.O. \ IE 8 90 f +22 AB. LE. gg Ff .0 ° I 2 ;' RIM= 41138 12.46 A.B. ^ `' - - - - - - - - -}}3 1,: 14.25 A.B. 28LF 6' PVC SSRV. A. ' e 1 IE= 1-1758 'f 117.07 _ { 4 c= '- o.428�e� 0.1161 A.B. 1 } DO _ -- � \ ` - - -7 7 0 E-RES: MAY 6, 2001 Z Q IL 3 w M 3 0 N �ry oo C Y N LL W QN U S;dN W W 0 (Q mm IL V LL 97 -18 BLDG C 0 a RIMG. I 00 120.68 A.BO I a o F F iDO i Bill" VMG = DRAWN BY < :.. '/!� . _' .. `.. - I.E.= a- 1 -2�•1- 1 s a ESL 6` RV sRV s �..t . I 117 A.B. 11s.00 A. 03 -03 -98 •1H- -..,• l-7'¢ I 2 i ISSUE DATE - - - -1 OUT (W)- \ p y 0.1725 A.B. I F�116.0 0 +41 A.B. 6 __.... --_ SSMH l ^3 02-15-00 Z STA +81 / = m9 a \ FF M.011 t �' 281F 6'- -PPV &SSRV. A.B f\�7 -E3U1� o RIM ='B 11317vA. 10.6 B. � SHEET REVISION 0 IE 8' INs}IidF 1¢7. A� �� k `L/� B` S=B 1954 0.0957 A.B. , As built Information provide by. - •186 -761 e 1 _ ESM Consulting Engineers ZI IE 8' OUT- 10 11 B. ai 1 0 98003 '. Y zqq gg Federal South Way, 348th S 1' treet F116 I FF�1150 N3 F114A0 I.E. IE=188:$6 BLDG. C.O. (206) 623_5011 `t I i RIM = 1-14 -5C 113.98 A.B. .35 A.� 'I' IE =iM.88 11 3 A.B. Centre Pointe Surveying 33639 9th Ave. South _.I - Federal 5 1-1901 98003 i FF61f O 5 661- 01 O Wwlo - z 7 -272 3 REVISIONS: A) CNY OF RENNN. B) PED LOWERED FINISHED GRADES. 3/28/98 REVISIONS: A) PED. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW Ln 0) r I M Q O n rn n I n a co 0 N Z O w UU) 0 0 M w u) rn Y of a- w w 0 0 M MATCHLINE. SEE SHEET C20 PACIFIC NGINEERING v�SIGN i :iC. o clvll ENGINFFRI!�G AND PLANNING CONSULTANTS gCANNED MAP 3 0 2000 LL 166 3 44