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Home My WebLink AboutD-26901Fall -44 L 1405 116,4+57.88 285.631/11 D OVERFLOW PIL F0,# 1i DETAIL SEE THIS SH ET F-. I Or ,Rm 4, Em, WmMm 30 60 SCALE IN FEET 6$ 399.501 RT1' Nj Q X INS 1406 1166Q14.40, 499.101 RT' ii x 0 z RGA. . ..... .... . .. ..... . 1406 1164+48.09 X FILL FILL --X—X _x X —X w 7 . ..... - -- - — -------- 0a ...... .......... .. . .......... .... .......... ...... ...... . .......... . . . . ......... 0Z.- .. ..... ..... L J oe ........ ..... . ......... . . .......... . ... ......... ..... . . . . . ... .......... . . ........ ------ . . ........ . . ...... . ..... ww . ».,.._............» w .......... w w ....... w w . .._ »..._........,._. w w V .. ..... ... ......... .... .......... .. . .... ... . »»... ». ......... .... . . . . .. . ..... ......... ... .. ...... ....... . . .... ............. .. ... ................... 00 ST T_ --I- ____ . ......... . ..... _....: °-_... . . . .. . ..... .......... .... ..... . . . . . .... .......... . ......... .......... . . ....... ....... .......... . . . ..... ..... . ..... ..... ..... PC �211 ..... ..... ..... ..... .......... . OP .......... -up ............. «»..... . ......... . ...... ..... ...... All . .... .... .... ......... ...... .......... — - -------- mw . . .... .... . ... ...... .............. . . ............ 0 0 0 0 0 0 0 w . ..... ........ V ..... ........... w w w .... .......... .......... - w W . ......... W w w 01; ......... ... CONSTRUCTION NOTE INSTALL SPECIAL CHAIN LINK FENCE. SEE SHEET PVD5 FOR DETAILS. aINSTALL SPECIAL CHAIN LINK FENCE DOUBLE GATE. SEE SHEET PVD6 FOR DETAILS. C 139 10 10 X11 I 1 i� 0.751 MIN C TOP OF POND ELEV. 22.0 OVERFLOW ELEV. 21.75 QUARRY SPALLS WKUM WA z N.T.S. MATCH _\ EXISTING 9 PAVEMENT Uj Z .j .j .j D 0 MATCH EXISTING GROUND K11 all EXISTING GROUND 51 Now. ,j TOP OF POND 22.0 OVERFLOW j'7 ELEV 21.75 21.0 QUARRY SPACES PL U.10- MIN SECTION C-C -FILE NAME C:1WorkXProjectWiseXBTJV00021dms022691BTJV0002 DE DR 406-AB.dgn Ma 4 TIME 11:29:35 AM REGION STATE S NO. FEDAD PROJ.NO. W A DATE 8119/2010 10 WAS ,� z ;f PLOTTED BY kxIa Zj, AS BUILT 716110 MS DESIGNED BY E. ANDERS NDC 99 JOB NUMBER SECTION D-D 1129/09 MS -.0 2 7 ENTERED BY L. JOHNSON IFC 11/3108 MS2 CHECKED BY J. TORRIE A NDC 77 REVISIONS FOR IFC 09122/08 MS CONTRACT NO. LOCATION NO. a EN PROD. ENGR. L. HODGSON ISSUED AT RISK 041011081, ms C -7295 DA E LREGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX 't GRATE INLET �6Rg 31 31 2 2 FINISH GRADE EL. 19.50 6_11d ACCESS ROAD is 177' ................... ACCESS 'ROAD I ............... 151 AUU=***j KUAU EXISTING GROUND --22.0 SEE SECTION EL�22.0' . . . . . . . . . . . SHEET DDS . . . . . . MATCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. EL=18.20 GROUND rr ----- ---------------------- ---------------------- --- --------- -- -- i,�,r -------------- FINISHED GROUND N EL-07.0 . . . . . . I C16 . . . bI .......... s=0.83 o I I ... ............. ...... I .......... 'ACCESS ROAD . . . . . . . . . . . . . I SEE GEOMEMBRANE I SOIL, PROTECTION DETAIL . . . . . . . . . . . . . . . . . . . . . . TYPE' "C' TYP j . . . . . . SEE DD8 . . . . . . . . . . . . . . . . SEE -LINER bETAIL . . . . . . . . . . . . . . . . . . . . . . . . . SHEET DD8 ................... 1 .......... ................. ................... ................ ................... I .......... MATCH EXISTING GROUND DATE P.E. STAMP BOX 0 DATUM (NA VD) 88 ■ w Washington State rt RIT E Department of Transportation Corridor 4 Program 4 INTE 95 M DAVID EVANS AmDASSOCIATES mc. ILFINGER BERGER ® - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 TRI-STATE CONSTRUCTION, INC qwwl4at emtwxting NOTE: SEE SHEET DD-10 FOR STAKING DATA. oS F-. I Or ,Rm 4, Em, WmMm 30 60 SCALE IN FEET 6$ 399.501 RT1' Nj Q X INS 1406 1166Q14.40, 499.101 RT' ii x 0 z RGA. . ..... .... . .. ..... . 1406 1164+48.09 X FILL FILL --X—X _x X —X w 7 . ..... - -- - — -------- 0a ...... .......... .. . .......... .... .......... ...... ...... . .......... . . . . ......... 0Z.- .. ..... ..... L J oe ........ ..... . ......... . . .......... . ... ......... ..... . . . . . ... .......... . . ........ ------ . . ........ . . ...... . ..... ww . ».,.._............» w .......... w w ....... w w . .._ »..._........,._. w w V .. ..... ... ......... .... .......... .. . .... ... . »»... ». ......... .... . . . . .. . ..... ......... ... .. ...... ....... . . .... ............. .. ... ................... 00 ST T_ --I- ____ . ......... . ..... _....: °-_... . . . .. . ..... .......... .... ..... . . . . . .... .......... . ......... .......... . . ....... ....... .......... . . . ..... ..... . ..... ..... ..... PC �211 ..... ..... ..... ..... .......... . OP .......... -up ............. «»..... . ......... . ...... ..... ...... All . .... .... .... ......... ...... .......... — - -------- mw . . .... .... . ... ...... .............. . . ............ 0 0 0 0 0 0 0 w . ..... ........ V ..... ........... w w w .... .......... .......... - w W . ......... W w w 01; ......... ... CONSTRUCTION NOTE INSTALL SPECIAL CHAIN LINK FENCE. SEE SHEET PVD5 FOR DETAILS. aINSTALL SPECIAL CHAIN LINK FENCE DOUBLE GATE. SEE SHEET PVD6 FOR DETAILS. C 139 10 10 X11 I 1 i� 0.751 MIN C TOP OF POND ELEV. 22.0 OVERFLOW ELEV. 21.75 QUARRY SPALLS WKUM WA z N.T.S. MATCH _\ EXISTING 9 PAVEMENT Uj Z .j .j .j D 0 MATCH EXISTING GROUND K11 all EXISTING GROUND 51 Now. ,j TOP OF POND 22.0 OVERFLOW j'7 ELEV 21.75 21.0 QUARRY SPACES PL U.10- MIN SECTION C-C -FILE NAME C:1WorkXProjectWiseXBTJV00021dms022691BTJV0002 DE DR 406-AB.dgn Ma 4 TIME 11:29:35 AM REGION STATE S NO. FEDAD PROJ.NO. W A DATE 8119/2010 10 WAS ,� z ;f PLOTTED BY kxIa Zj, AS BUILT 716110 MS DESIGNED BY E. ANDERS NDC 99 JOB NUMBER SECTION D-D 1129/09 MS -.0 2 7 ENTERED BY L. JOHNSON IFC 11/3108 MS2 CHECKED BY J. TORRIE A NDC 77 REVISIONS FOR IFC 09122/08 MS CONTRACT NO. LOCATION NO. a EN PROD. ENGR. L. HODGSON ISSUED AT RISK 041011081, ms C -7295 DA E LREGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX 't GRATE INLET �6Rg 31 31 2 2 FINISH GRADE EL. 19.50 6_11d ACCESS ROAD is 177' ................... ACCESS 'ROAD I ............... 151 AUU=***j KUAU EXISTING GROUND --22.0 SEE SECTION EL�22.0' . . . . . . . . . . . SHEET DDS . . . . . . MATCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. EL=18.20 GROUND rr ----- ---------------------- ---------------------- --- --------- -- -- i,�,r -------------- FINISHED GROUND N EL-07.0 . . . . . . I C16 . . . bI .......... s=0.83 o I I ... ............. ...... I .......... 'ACCESS ROAD . . . . . . . . . . . . . I SEE GEOMEMBRANE I SOIL, PROTECTION DETAIL . . . . . . . . . . . . . . . . . . . . . . TYPE' "C' TYP j . . . . . . SEE DD8 . . . . . . . . . . . . . . . . SEE -LINER bETAIL . . . . . . . . . . . . . . . . . . . . . . . . . SHEET DD8 ................... 1 .......... ................. ................... ................ ................... I .......... MATCH EXISTING GROUND DATE P.E. STAMP BOX 0 DATUM (NA VD) 88 ■ w Washington State rt RIT E Department of Transportation Corridor 4 Program 4 INTE 95 M DAVID EVANS AmDASSOCIATES mc. ILFINGER BERGER ® - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 TRI-STATE CONSTRUCTION, INC qwwl4at emtwxting NOTE: SEE SHEET DD-10 FOR STAKING DATA.