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HomeMy WebLinkAboutS-322305W Q z U LIJ 0 n a 0 a w J L� V Z w U W J W I i J m 0 Q 0 I U O U a� 0 Q C (D N U U N i N U 41 r7 V) ro N N 1 N i m_ U U A) 0 m U 0 V) I N i m U) i 41 U 0 L m U 0 () m U) (n U) I E 0 0 In 1 O O N N C 0 Y (n C STM MH RIM 18.65 CAN'T SEE PIPES CB I BTM 9.65 RIM 17.96 WS 10.65 IE N 14.94 __ IE E 14.86 6M L - - -- -- - -- - -- E - - - - E - - E - -- WS 14.811 - -- - - - E - - 4 "DECip 10 "PIN " , PT E- 6 "MAPLE 6 "MAPLE. > E E - - - - E - - -- E FE _ - - 6o"CONC --® -e�• GRASS - E - -- E E - - -- oE- - -- - -- o - -- w I� U z 0 U I I I I w I i Al LL I I REPLACED MONUMENT r 8 I 8 "PVC m I K1, I I SDCB -7 I I STA 10 +82.61 SSMH -3 1 O I I I i N 166969.81 SAWCUT 4 I C8 I W I E 1296444.93 U ASPHALT A7 +00 1 O Lu A8 +00 I A9 +0 T• SSMH 4 SSMH -5 I I i w - �o I A10+ 2.57 .:. ... .............................:: ... 4.. ��. ....... i w.° °. °.......... . °......... .r..... .. I..........• ................ ............................... ..�• ..................... °.$ °SS . 86 ±0Q'....... .............. °'''......... ... ............................... .. ... °.'. °.`. ... ........................... °... .....'••B�� 00 ....... .....'.`.`. °.`. °. °.'.`.'.`... I I SAWCUT ......... I ......... • • B8 +001 .. z 7 ... : .........18...... ... 5 �: .............. W - ® - -- W - -___ . - - -- - -- T - W T ----_- W - -- W- -- - -- 7-- t - - - 8 DECID GRASS 8 "DECID ID 8 "DECID GRASS ® FI 0 "DECI5 - T - -� - - - T - - - - T - - =T- T ,% 8 "DEC 10 GRASS ® - T / P.A. ECID G 12 "FIR I - -- - -- ASPHALT Q ( CB I P.A. RIM 17.79 w `. .`.`. / IE N 15.23 ' BTM 13.98 WA MH GRASS IN WS 15.04 RPM 19.44 • • • • . / TOP NUT 17.38 • • ' ' TOP PIPE 15.54 . BTM 13.79 STM MH LAN N CAN t RIM 19.94 p • . ./ . 'T SEE PIPES / BTM 9.16 SCALE: 1 "=20' WS 10.60 12 "DECID '�y� SSMH l SS LOCATION REVISED RIM 20.05 IE 10.55 CTR. CHANNEL ► C�) SSMH -3 48" ........................ . STA B5 +31; STA A6 +91.94, 16.5' RT RIM 19;X± MATCH EX 19.36 IE J .24 8" DIA PVC CENTER CHAN =12.1 30 ... ............ ..................v.........co U x W w : C/-) II I I I I m I � I I I I I C I m I I i I RIM 19.16 TP NW 10.06 SW 9.86 S 10.16 CE 9.76 ANNELED - - - SS8 CONC / � I / I / U',, �� I 4 I SSMH -6 I NEW LOCATION D3Al II SDCB -7 TYPE 2 -96" DIA SSMH -6 48" A11+48.55, 1.28' !LT STA B8 +33.7; STA A9 +92, 13.3'RT STA SSMH -4 48" RIM J.8 -5-4 MATCH EX 18.41 RIM 19.89/± MATCH EX 19.36 STA 138 +19; STA A9 +80, 22'RT SEE DETAIL 1, DWG CB 60" IE =8.5 CENTER CHAN RIM 18 ± MATCH EX 18.14 IE 10 8" DIA PVC TOP .STEEL. SL. EEVE= 1.1.89...... ,, =:10.0 ...... fi IE .. =10. IE .48 8 DIA CONC (EX) 03 8" DIA PVC CENTER CHAN 9 © SSMH -5 48" : : - STA B8 +53; STA A10 +07, 1.5'RT. : RM . ±MACHE : . I 18 - T X 18 86 . ... ° IL, :89 8'r DIA ' PVC . � CENTER CHAN =10:7 ................ ... ... .......:. .............. ... ...... ... ..... I ... ............ ^¢-ol .: a .... . . . . . . ... . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . ................ W a x O1 LOCATION SHOWN IS APPROXIMATE. CONTRACTOR TO � �N J VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT �0 WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH 0� IMPROVEMENTS, NOTIFY ENGINEER.:,,,,,, , w INSTALL NEW SD SDCB -7 AND CONN `ECT ;TO EX 60 -INCH N .............. .. ........ T_ °' LJ ......... . �8°J LF, S � -4'1�; 8 DIA PVC. - - �, ...... . ...................... ............................... ................. F = W. 8" DIA 10 291".2'....0.41.% ................. S -0 o PVC : 143.0' .49% 3q!CF, S =0;. 8" DIA. PVC . . ..................... . ...." ........................"................... ............._........e........ 302'" 60 . 06 % B6 +00 87 +04 PROFILE B 88 +00 89 +00 r SCALE: 1 " =20' NU ILUI AL 1 `5' VERTICAL -BUILT SURVEY INFO, REVISED OR Mc NOTES, INFO. FOR CLARITY ® -- , ► ISSUE FOR BID SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-322305, HOMZONT9_ NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 1 11 1 W a x O1 LOCATION SHOWN IS APPROXIMATE. CONTRACTOR TO � �N 30 VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT �0 WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH 0� IMPROVEMENTS, NOTIFY ENGINEER.:,,,,,, , O2 INSTALL NEW SD SDCB -7 AND CONN `ECT ;TO EX 60 -INCH N SD. INSTALLATION WILL REQUIRE REMOVAL.,. AND w REPACEMENT OF A PORTION OF EX 60" CONIC SD. O3 INSTALL 48" SADDLE MH SSMH -6 TO CONNECT TOW. EX 20 8" SS.. VERIFY PIPE ELEVATION WITH ENGINEER PRIOR TO INSTALLATION ® REPLACE. PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. Q REPLACE PAVEMENT TO LIMITS SHOWN. REPLACE ANY DISTURBED PAVEMENT MARKINGS. 10 © INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O7 REMOVE AND REPLACE APPROXIMATELY 10 LF CURB AND GUTTER PER STD PLAN F -1 AS NEEDED TO INSTALL AS -BUILT SURVEY BY: MANHOLE. PLS, Inc., 1/18/2008 AS- BUILT PLANS STAMPED BY: 5 2.5 4 5 10 BEN V. PETERSEN ON: 1/22/08 1 " =5' -0" PLS #17676 SrnIP Feet HOMZONT9_ NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 1 11 1 W a x o � �N 1 �0 0� N w