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Polygon at Roshak Ridge 165TH AVE ECARRET B O U L E V A R D 168TH AVE EVA HT961 CAIRNS TR ROY ROGERS RD blake 11:44 AM - Dec. 18, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(1) COVER.dwg trent 4:56 PM - Dec. 17, 18 2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(2) NOTES.dwg SW ROY ROGERS ROAD (C.R. NO. 3150) trent 4:57 PM - Dec. 17, 18 3.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(3) EXST.dwg SW ROY ROGERS ROAD (C.R. NO. 3150) trent 4:57 PM - Dec. 17, 18 3.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(3) EXST.dwg 27+9120+00 21+0022+0023+00 L8 EUNEV A HT561 WS 8 0+ WS0 EVIR ET R 14+0000ECARR +31UOB AVEL DR 9 + 0 0 1 +0 00 00+11 L13 3+002+00 1+00 EU NEVA HT861 W S 11L 12+00 11+00 L15 7+00 EUNEVA HT961 WS L5 10+0000+ 900+800+7 E8D E8DK8D K8DK8DE8D X X SW CAIRNS TERRACE X X X 7+00 9+0000+8 X E6DD6 K6DK6DK E6BK6BK6BK6BE6B SW ROY ROGERS ROAD (C.R. NO. 3150) trent 4:57 PM - Dec. 17, 18 4.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(4) SITE.dwg 5019BR 00+ 4225+0026+00 27+0028+0029+00 30+00 L8 EUNEVA H T561 WS 3413.2BD 3410.2AD 00+ 5 7 1C 3410.2DD DD2 .3143 3413.2DRD 3410.2BRD 3413.2ARD 0+7 0 00 +6 8 0+ 0 00+1 00+2 EUNEVA HT861 WS L11 10+009+008+00 7+006+00 51LTRACT B 6+005+00 4+003+002+00 1+00 L5 EUNEVA HT961 WS 6+005+00 4+003+002+00 E8DK8DK8DK8DE8DE8AK8A K8AK8AE8AE8AK8AK8AK8AE8A E8DK8DK8DK8DE8D E CARRET SNRIAC WS 6+00 5+004+003+00 2+001+000+75 E6D E6DK6DK6DK6D E6D E6BK6BK6B K6BE6BE6BK6BK6BK6BB6E SW ROY ROGERS ROAD (C.R. NO. 3150) trent 4:57 PM - Dec. 17, 18 4.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(4) SITE.dwg trent 4:58 PM - Dec. 17, 18 5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(5) SECTIONS.dwg WS DAOR SREGOR YOR trent 4:58 PM - Dec. 17, 18 6.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(6) INTERIM GRADE.dwg DAOR SREGOR YOR WS trent 4:58 PM - Dec. 17, 18 6.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(6) INTERIM GRADE.dwg EUNEVA HT561 WS EUNEVA HT861 WS EUNEVA HT961 WS X SW CAIRNS TERRACEC WS ECARRET SNRIA X TRACT G OR WS .DR SREGOR Y trent 4:58 PM - Dec. 17, 18 8.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.1, 8.4) GRAD OVERALL & LOT SEC.dwg SW 165TH AVENUE EVIR WS ECARRET R RAVELUOB D EUNEVA HT861 WS EUNEVA HT961 WS X X X X ECARRET SNRIAC WS X X DAOR SREGOR YOR WS brian 1:36 PM - Dec. 18, 18 8.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.2) GRAD.dwg EUNEVA HT561 WS EUNEVA HT861 WS EUNEVA HT961 WS SW CAIRNS TERRACE SW ROY ROGERS ROAD trent 4:59 PM - Dec. 17, 18 8.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.2) GRAD.dwg MOUNTAIN RD SW BULL LN LN SW ADELAIDE ROCKHAMPTON SW BAY LN SW BOTANY SW SHELL HARBOUR WAY TRACT C COAST LANE SW GOLD TRACT S ST TOWNSVILLE ST SW TOWNSVILLE SW TRACT B TRACT M COAST ST COAST ST SW SUNSHINE SW SUNSHINE CAIRNS TER TRACT G brian 1:25 PM - Dec. 18, 18 8.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.1, 8.4) GRAD OVERALL & LOT SEC.dwg SSSS SSSS W WWWWW SDSDSDSD SDSDSDSDSDSD SDLN-12 21-NLDS EUNEVA HT561 W S SSSSSSSSSSSSSSSS SSSS SSLN-D SSLN-D PGE PGEPGE SSSS SDSD W SSSS SSSS SDSD SSSS SDSD W PGE SS SS SS SS SSSS W SDSD SSSS SSSS SDSD SSSS W SDSD SSSSSSSS SDSD SSSSW SDSD SSSSSSSS SDSD W SSSS SDSD SSSS SSSS SDSD W SSSS SDSD SSSS GE P W SSSS GE P PGE W SSSS WW WW WSS 1 6 " DD SDSD WW WSS SS SS DD SS SS S "61LS N - O W WS D DDSSL SSN WSS- 6 W W P-N LS S SSSS SSSS SS DD 41 -NL DS R WS T REVI CARRE UOB E RAVEL D W EG SSSS P SDSD SDSD SSSS W W SSSS SDSD SS DD SSSS W W SS SS SSSSSSSSSSSS SSLN-F SDSDSDSD SDSD 31-NLDS W WWW DDSSSDSD SDLN-5 SSSS SSSSSSSS SS SSLN-A DD SS SS SDSD SSSS W SS DD SS SS SDSD SSSS PGE W SS DD SS SS SSSS SDSD W SS DD SS SS SSSS PGE PGE WWW SDSDSDSDSDSDWW SDSDSDSD SDLN-3 SDLN-3 SSSSSSSS SSSSSSSSSSSS SSLN-A SDSDEUNEVA HT961 WS SSLN-C PGE SSSS PGE X ECARRET SNRIAC W S X W XSDLN-1 WW SDSD DDSSSDSD SDSD SSSSSSSS SSSS SSSS X SSSS B-NLSS X SSSS DDSS "81 WWW WWW WSSSSSSSS SSSSSSSSSSSS SSSSSSSS SSXSS XSSSS SSX XSSSS SS SSLN-A SSSS trent 4:59 PM - Dec. 17, 18 10.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(10) COMP.dwg WWWW WWWWWW WW SDSDSDSD 21- NLDS SDLN-8 SDSDSDSDSDLN-11 EUNEVA HSDSD T561 WS SSSSSSSSSSSS SSLN-D SSLN-K SSSSSSSSSSSSSSSS PGEPGE PGEPGEPGE W SS DD SDSD SS SS SSSS SSSS W SDSD SDSD SDSD SSSS SS SS SDSD SSSS W SSSS SDSD SS DD SDSD SSSS SSSS SDSD SSSS W SSSS SDSD SS DD SDSD SSSS SSSS SDSD SSSS W SSSS SDSD SS DD SDSD SSSS SSSS SSSS GE P PGE W W 7- NL DS SS W SSDD DD PGE SSDD SSDD SSSSW SS SS SS DDW SS SS SS DDW SSSS SS DD SS SS SSSS SS DD SS SSSS SS SS DD SSSS SSSS SDSD SS DD WW WW WW W W DRAVELU OB ECARRET RE VIR WS SSSS SSSS SDSDSSSS SDSD PGE SDSD SDLN-6 SSSSSS DD SDSD WSS DD SS W W DD W W W WW SSSS W I-NLSS SS SS SSSS SDLN-5 W SSSS SDSD W SSSS SDSD W PGE SDLN-5 W WWWWWW SDSDSDSDSDSDSDSDSDSDWWW SDSDSDSDDDSSSDSD 5-NLD S SSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS EUNEVA HT86 1 WS SSLN-A W W W SSSS PGE W SDSD SSSS W WWWW SDSDSDSDSDSDWWWWWW SDSDSDSDSDSDSDSDSDSD SDLN-33-NL DS SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSS SSLN-C SSLN-C EUN EVA HT961 WS SDSD SS SS ECARR ET SNRIAC WS SDLN-1SDLN-1 WWWW WWWWW SDSDSDSDSDSDSDSDSDSDSDSDSDSDW SDSD SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSS SSLN-B SSLN-B PGE G SS SSSSSS SSSSSS SSSSSSSS SSSS SSSS WWWWSSSSSSSS SSSSSS SSSS SSSS SW ROY ROGERS ROAD (C.R. NO. 3150) trent 5:00 PM - Dec. 17, 18 10.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(10) COMP.dwg SW 165TH AVENUE TRACT O 861 WS EUNEVA HT TRACT B EUNEVA HT961 WS T TSAOC DLOG WS ECARRE TCART G REGOR YOR WS .DR S trent 5:00 PM - Dec. 17, 18 11 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(11) TREE PRESERVATION.dwg 165TH AVE YA W RU OB RAH LLE HS D VLB SUMP = 260.95 168TH AVE 169TH AVE RT SNRIAC ROY ROGERS RD 264.69 265.19 263.84 263.64 266.31 264.31 271.87 264.69 265.19 SS SS 253.89 SS DD DS S S SS SS SS SS DD D S PGE 644 SS SSSS DD W 18" IE OUT= 261.50 RIM=261.50 WWWW WW 48" SLOPED INLET MANHOLE SDSD SDSDSDSDSDSDSDSD SDMH 18C 30" IE OUT= 261.3SS SS 10+00 9+00 18" IE IN= 261.4SSSSSSSS SSSSSSSSSSSS EVA HT961 WS RIM=265.00 SDSDSDSD SDSD 60" SLOPED INLET MANHOLE SDMH 18B 260.87 30" IE OUT=261.29 (N)SS DD 30" IE IN=261.29 (E) RIM=270.50 269.85 STA=2+12.07 (SDLN-OUTFALL) SDMH 18A 30" IE OUT= 261.00 STA=1+52.16 (SDLN-OUTFALL) X X X X X X X X W SDSD SDSD SW CAIRNS TER X SSSS X X X X DDSS DDSS WW WWW WW SSSSSSSSSSSSSSSS SSSSSSSSSSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS SSSS trent 5:01 PM - Dec. 17, 18 12.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(12).WATER QUALITY & DETENTION FACILITY PLAN.dwg 263.64 266.31 264.31 271.87 trent 5:01 PM - Dec. 17, 18 12.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(12).WATER QUALITY & DETENTION FACILITY PLAN.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD ELEV = 275.37 PVI STA = 5+93.00 DS SS SS SS SS SS GOR YOR WS DAOR SRE trent 5:01 PM - Dec. 17, 18 13.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD WWW WWW DV LB ECA RR ET REV IR WS trent 5:02 PM - Dec. 17, 18 13.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD ELEV = 317.78 PVI STA = 13+94.98 S D trent 5:02 PM - Dec. 17, 18 13.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB E C AR R ET R E VI R EVA HT861 169TH AVE RT SNRIAC ROY ROGERS RD SSSS SSSS SDSD SSSS SSSS SS DD 264.90 271.79 (INSIDE DROP) SSSSSSSS 267.22 (INSIDE DROP) SDSD TRACT I SSSSSSSS WW A RD ETAVIRP TRACT J BVCE: 276.19 BVCS: 8+07.39 SS SS SDSD SSSS W 265.19 264.69 263.89 EVCE: 274.75 SSSS EVCS: 8+57.39 SDSD W SSSS TRACT K 263.64 SDSDSDSD H TCART SDLN-1266.31 SSSS 264.31 271.87 SDSD SSSS SSSSSSSSSSSSSSSS brian 1:40 PM - Dec. 18, 18 15.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD 276.12 276.01 275.55 WWWW SDLN-2 SDSD SDSDSDLN-1 ENAL NOTPMAHKCOR WS SSSS 3+002+00 SSSS SDSD SSSS SSSS BVCE: 282.15 SDSD BVCS: 1+70.96 SSSS SDSD EVCE: 280.71 EVCS: 2+20.96 SSSS SSSS SDSD SSSS SSSS SDSD SSSS SSSS 267.65 SDSD 272.89 (INSIDE DROP) 279.46 SSSS SSSS SDSD WW 274.61 (INSIDE DROP) SSSS TRACT F TRACT D SDSDSDSD272.21 (INSIDE DROP) SDLN-16 SSSS 267.45 279.22 1+00 PRIVATE DR B BVCE: 278.99 2+00 BVCS: 4+50.00 SSSS TRACT E SSSS SS DD EVCE: 278.56BVCE: 278.56 EVCS: 5+00.00BVCS: 5+00.00 SSSS SSSS SS DD EVCE: 278.12 EVCS: 5+50.00 SSSS SSSS SDSD SSSSSSSS SDSD trent 5:03 PM - Dec. 17, 18 15.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD W SDLN-3 WWWW SDSDDDSSSDSD SDSD SSSS SSSSSSSSSSSS 5+0000+4 EVCE: 282.81 EVCS: 1+55.00 272.21 274.61 267.45 279.22 BVCE: 279.18 W WWW SDSDSDSDBVCS: 1+05.00 SDSD SSSSSSSSSSSSSSSS 00+54+00 SSSS WWWW SDSDSDSD SDSD 3-NLDS SSSSSSSS SSSSSSSS 9+008+00 EVCE: 280.08 264.90 EVCS: 1+55.00 271.79 267.22 BVCE: 276.52 00+8 WW WW SDSDSDSDSDLN-1 SSSDSDBVCS: 1+05.00 DD SSSSSSSS SS SS SSSS7+00 SW CAIRNS TERRACE trent 5:04 PM - Dec. 17, 18 15.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD 275.04 276.53 270.94 BVCE: 282.26 TRACT I 272.57 BVCS: 7+79.23 PGEPGE 281.64 644644 SSSSELEV = 280.27 STA = 1+00.00 (TOWNSVILLE) WWW STA = 8+14.23 (169TH) SDLN-4 SDSD INTERSECTION 644 PGE 1+00 SSSSSSSSTRACT J TS ELLIVSNWOT WS 24" IE OUT=268.80 (W) 12" IE IN=270.16 (N) 10" IE IN=270.32 (E) EVCE: 280.85 268.94 24" IE IN=269.16 (S) BVCE: 280.68 EVCS: 8+49.23 RIM=278.99 BVCS: 8+54.57 STA=1+10.00 (SDLN-3) (169TH) STA=9+31.00, 5.00' R SDMH 3B EVCE: 279.18 TRACT K ELEV = 279.11 EVCS: 9+24.57 SDSD ALLEY A.2 PVI STA = 9+31.23 265.55 BVCE: 278.65 BVCS: 9+76.70 12" IE OUT=271.31 (S) 272.1010" IE IN=272.00 (E) SW SUNSHINE COAST ST 12" IE IN=271.51 (NE) W 272.10 10" IE IN=272.00 (NW) SSDD 278.26 RIM=278.48 11+00 SSSS SSSS SSSS STA=1+12.97 (SDLN-3) (169TH) STA=10+22.58, 2.20' R SDMH 3A 278.49 EVCE: 281.81 EVCS: 11+51.70 brian 1:27 PM - Dec. 18, 18 16.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(16).ST-169TH.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD ELEV = 290.57 283.7112" IE OUT=284.00 (N) STA = 2+92.77 (ROCKHAMPTON) WWWW284.01 12" IE IN=284.20 (E) SDLN-3 SDLN-2 STA = 1+22.26 (169TH) RIM=290.82 SDSDSDSD INTERSECTION STA=9+28.74 (SDLN-3) 3+00 SSSSSSSSSSSS SW ROCKHAMPTON LANE (169TH) STA=1+17.26, 5.00' R SDMH 3G SDSD 12" IE OUT=280.73 (N) SSSS 280.82 12" IE IN=280.93 (S) 288.26RIM=288.38 STA=8+36.43 (SDLN-3) (169TH) STA=2+09.57, 5.00' R SDMH 3F SDSD BVCE: 287.50 SSSS BVCS: 2+53.48 SDSD SSSS SDSD EVCE: 285.93 SSSS EVCS: 3+46.52 SDSD SSSS SDSD SSSS TRACT D 277.9712" IE OUT=277.72 (N) 278.2810" IE IN=278.08 (E) 10" IE IN=278.96 (W) SDSD 2+00 12" IE IN=277.92 (S) 284.10 SSSSRIM=284.21 TRACT C TRACT E WWSTA=5+41.18 (SDLN-3) (169TH) STA=5+04.82, 5.00' R SDMH 3E SSSS SDSD SSSS SDSD SSSS SDSD trent 5:05 PM - Dec. 17, 18 16.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(16).ST-169TH.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD W 00+ 31 W W W W ELEV = 294.75 SS SS 41-N LDS STA = 14+52.69 (SUNSHINE) 284.58 DS 00+11 STA = 11+91.13 (RIVER TER) 284.78 EVCE: 293.90 INTERSECTION 286.12 ECARRET REVIR WS EVCS: 14+25.00 284.83 775 EGP BVCE: 291.89 BVCS: 13+75.00 281.70 S S 283.02 282.87 282.43 281.00 281.64 SSSS 281.40 SDSD SDLN-13 287.55 S D S S W S D S S S D S S EVCE: 281.75 EVCS: 11+51.70 S D S S 278.49 S D S S PGE 644 SDLN-3 W SD 272.1 SSSS 10+00 272.1 SD SW 169TH AVE ELEV = 278.51 278.26 STA = 10+07.26 (SUNSHINE) STA = 10+07.26 (169TH) INTERSECTION BVCE: 278.66 BVCS: 9+76.70 trent 5:06 PM - Dec. 17, 18 17.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(17).ST-SUNSHINE COAST.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD SS 313.2 312.3 312.6 SS WSDLN-12 27+9120+00 SDSD SSSS SW 165TH AVE 577 PGE SD W SS S D W SS 303.31 303.80 SD PGE W 644 310.00 W SS SD W SS SD W SS EVCE: 303.51 SD EVCS: 16+70.00 W S S BVCE: 300.54 BVCS: 16+30.00 SD EVCE: 298.70 W EVCS: 16+10.00 SS SD W 285.91 SS 287.99 288.05 SD286.19 W BVCE: 294.07 P GE BVCS: 14+90.00 644 SS W trent 5:06 PM - Dec. 17, 18 17.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(17).ST-SUNSHINE COAST.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD W W ELEV = 302.40 PVI STA = 5+33.66 WS R EVI RSS293.32 ET RR WCA B E O LU VEDS RA D SS W293.58 S DELEV = 302.70 293.5 EVCE: 302.40 STA = 9+52.13 (RIVER TER) EVCS: 5+09.66 STA = 5+21.64 (TOWNSVILLE) INTERSECTION BVCE: 299.58 BVCS: 4+59.66 283.97 284.51 284.95 284.14 292.86 EVCE: 295.49 EVCS: 4+07.00 281.26 281.42 282.39 SS SD SDLN-13 BVCE: 291.02 WW SD SDLN-5 BVCS: 3+37.00 SSSS 12+0011+00 EVA HT861 WS EVCE: 289.35 EVCS: 3+03.77 BVCE: 288.06 BVCS: 2+80.23 275.46 277.09 275.84 PGE 644 273.11 274.65 276.18 EVCE: 282.85 273.34 EVCS: 1+93.54 270.94 273.57 281.64 BVCE: 281.28 PGE 577 BVCS: 1+23.54 ELEV = 281.40 ELEV = 280.27 PVI STA = 1+15.00 STA = 8+14.23 (169TH) SDLN-3 WW WW D SSDSD STA = 1+00.00 (TOWNSVILLE) INTERSECTION SSSSSS SS ELEV = 281.48 HT961 WS EVA PVI STA = 0+88.00 PGE 644 PGE 644 trent 5:07 PM - Dec. 17, 18 18.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(18).ST-TOWNSVILLE.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD ELEV = 336.30 STA = 21+70.95 (165TH) STA = 10+19.76 (TOWNSVILLE) WWW WW SDLN-12 21+0022+00 SDSD SDSDINTERSECTION SDLN-12 SSSS SSSSSS EVCE: 336.00 SW 165TH AVE EVCS: 10+07.78 326.64 644 644 PGE PGE BVCE: 332.92 BVCS: 9+57.78 318.21 319.83 319.89 318.89 EVCE: 304.93 EVCS: 6+40.00 295.11 295.26 301.95 E PG 644 BVCE: 302.00 BVCS: 5+60.00 W trent 5:08 PM - Dec. 17, 18 18.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(18).ST-TOWNSVILLE.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD 292.53 294.13 292.73 301.10 ELEV = 301.85 STA = 5+16.40 (168TH) STA = 5+16.40 (ROCKHAMPTON) INTERSECTION trent 5:08 PM - Dec. 17, 18 19.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(19).ST-168TH.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD 290.41 291.71 291.98 283.36 284.17 283.74 290.24 281.26 281.42 282.39 ELEV = 290.77 STA = 3+32.00 (TOWNSVILLE) STA = 12+00.00 (168TH) INTERSECTION trent 5:09 PM - Dec. 17, 18 19.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(19).ST-168TH.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 301.95 EVCS: 6+35.00 SS SD PGE 644 SDLN-5 WW SDSD SSSS 6+00 SW 168TH AVE W 292.43 BVCE: 299.70 BVCS: 4+65.00 298.28 10+73.00 4+42.02 286.32 286.71 SS 286.84 SD 286.32 SS S D 283.71 284.01 PGE 644 SS SDLN-3 281.33 W WW SD 289.17 SS 2+00 SW 169TH AVE EVCE: 289.32 EVCS: 2+67.77 276.12 276.01 S 275.55 BVCE: 286.72 D SS BVCS: 2+27.77EVCE: 286.10 EVCS: 2+20.00 WWW SDSD SW CAIRNS TER SSSS 00+21+000+75 BVCE: 283.50 276.02 BVCS: 1+80.00 ELEV = 284.26 276.17 STA = 1+00.00 (CAIRNS) 276.59 STA = 1+93.77 (ROCKHAMPTON) 280.53 INTERSECTION 11+85.78 1+23.43 E PG 612 SS SS SS SS blake 4:57 PM - Dec. 17, 18 20 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(20).ST-ROCKHAMPTON.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR 297.20 297.86 305.46 293.32 EVCE: 302.77 293.58 EVCS: 9+50.00 293.5 ELEV = 302.70 STA = 5+21.66 (TOWNSVILLE) STA = 9+52.13 (RIVER TER) INTERSECTION 287.09 287.59 287.58 284.58 284.78 ELEV = 294.95 286.12 STA = 11+89.65 (RIVER TER) 284.83 STA = 14+45.64 (SUNSHINE) INTERSECTION BVCE: 295.39 BVCS: 11+75.00 EVCE: 294.25 EVCS: 12+75.00 ELEV = 295.71 STA = 14+21.49 (RIVER TER) END OF CONSTRUCTION BVCE: 296.02 BVCS: 14+52.54 EVCE: 295.27 EVCS: 15+12.54 blake 4:58 PM - Dec. 17, 18 21.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR 311.34 311.15 311.45 ELEV = 319.38 STA = 7+39.79 (BULL MTN) 309.09 STA = 1+00.00 (RIVER TER) 309.30 INTERSECTION 309.15 318.65 305.58 305.93 308.11 BVCE: 318.81 302.21 BVCS: 1+99.73 306.17 302.57 319.30 EVCE: 320.31 EVCS: 2+49.73 BVCE: 323.58 BVCS: 3+00.00 318.19 318.53 320.06 308.14 308.78 308.83 309.84 BVCE: 312.93 EVCE: 312.93 EVCS: 8+00.00 BVCS: 8+00.00 blake 4:58 PM - Dec. 17, 18 21.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 317.33 EVCS: 2+77.17 BVCE: 318.83 BVCS: 2+27.17 312.1112" IE OUT=313.15 (NW) 318.81 RIM=319.22 STA=11+62.36 (SDLN-5) (RIVER TER) STA=0+24.62, 44.63' R ELEV = 319.12 SDCI 5G.1 STA = 1+98.64 (RIVER TER (S)) BEGINNING OF CONSTRUCTION S D W W 311.34 311.52 311.34 W S S W S D W DS blake 4:58 PM - Dec. 17, 18 21.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR 16+76.64 W 24+96.13 358.53 W 359.20 SD 365.15 SS PGE 577 W ELEV = 362.63 SD STA = 1+00.00 (GOLD COAST) SS 1+00 WW STA = 24+00.95 (165TH) SDLN-7 SD INTERSECTION SS WS ENAL TSAOC DLOG W SD SS PGE 644 BVCE: 355.62 W BVCS: 23+35.00 SD SS W SD SS 333.23 334.08 W 334.77 333.79 SD 340.71 PGE 644 W SS EVCE: 339.05 EVCS: 21+95.00 ELEV = 336.30 STA = 10+19.78 (TOWNSVILLE) WW STA = 21+70.95 (165TH) SDLN-4 SD SDINTERSECTION 10+00 SS S ELLIVSNWOT WS T SS W PGE 644 SD SS W SD SS SS W 315.88 315.95 313.94 SD SS W BVCE: 322.44 BVCS: 20+05.00 313.10 ELEV = 320.57 312.30 STA = 19+71.95 (SUNSHINE) SS STA = 19+71.95 (165TH)312.60 PGE 577 INTERSECTION SD SSSSSS TS TSAOC ENIHSNUS WS WW SDLN-12 SDSD 19+00 SSSS blake 4:59 PM - Dec. 17, 18 (22.1) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(22).ST-165TH.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 338.22 STA = 30+73.62 (165TH) END CONSTRUCTION 12" IE OUT=333.04 (W) 333.11 12" IE IN=333.24 (N) 612 RIM=339.51 W PGE STA=6+33.97 (SDLN-10) (165TH) STA=30+14.15, 5.52' L ELEV = 339.61 W W WW SDMH 10C STA = 12+61.40 (BULL MTN) SDLN-10 DR NIATNUOM LLUB WS SDLN-10 STA = 30+10.60 (165TH) D S SD INTERSECTION 1 00+2 00+31 EVCE: 339.20 W EVCS: 29+93.45 SS SS 12" IE OUT=333.51 (S) 333.8610" IE IN=333.71 (NE) 5106 EGP 10" IE IN=334.25 (W) RIM=339.71 STA=1+55.43 (SDLN-11) (165TH) W STA=29+59.43, 5.00' L SDMH 11A BVCE: 343.40 BVCS: 29+13.45 W 343.80 PGE 12" IE OUT=344.08 (W) 577 344.15 12" IE IN=344.28 (N) 348.87 RIM=348.98 STA=4+35.78 (SDLN-8) ELEV = 349.70 (165TH) STA = 11+86.20 (ADELAIDE) WWW STA=28+65.95, 5.00' L STA = 28+60.95 (165TH) SDLN-8 SDSDSDMH 8B INTERSECTION 11+00 ENAL ESSDIALEDA WSSS 347.57 12" IE OUT=348.10 (S) W 348.05 10" IE IN=348.30 (E) 349.70 10" IE IN=350.11 (W) 12" IE IN=348.30 (N)348.11 RIM=355.01354.85 EVCE: 355.22 PGE 644 STA=4+91.03 (SDLN-8) EVCS: 28+15.00 (165TH) WSTA=28+15.70, 5.00' L SDMH 8C W W PGE 644 W ELEV = 368.89 STA = 4+25.43 (BOTANY BAY) WW STA = 26+30.95 (165TH) 12" IE OUT=364.42 (S) SDLN-9 SD 369.21 INTERSECTION RIM=369.36 4+00 SS ENAL YAB YNATOB WS STA=7+02.87 (SDLN-8) (165TH) W STA=26+03.87, 5.00' L SDMH 8D W blake 4:59 PM - Dec. 17, 18 (22.2) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(22).ST-165TH.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 362.34 STA = 24+00.94 (165TH) STA = 1+00.00 (GOLD COAST) INTERSECTION WWW WW SDSD SDSD 21-NLDS SS SSSSSS SW 165TH AVE 353.75 577 644 355.19 PGEPGE W BVCE: 361.11 BVCS: 1+38.71 W SS SD EVCE: 355.13 W EVCS: 2+18.71 SS SD W SS BVCE: 348.70 SD BVCS: 2+75.00 W SS SD335.19 332.92 333.11 333.22 W SS SD PGE 644 332.82 YAW0 W RU0+5 OBRA HLLE HS W S S D SD 339.06 7 -N LDS SDELEV = 341.91 SS STA = 4+37.10 (SHELLHARBOUR) SS STA = 4+37.10 (GOLD COAST) INTERSECTION EVCE: 340.66 EVCS: 5+25.00 blake 5:00 PM - Dec. 17, 18 23 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(23).ST-GOLD COAST.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR S S SS 330.67 329.51 324.64 W +9 0341.40 0 S S SS 331.44 BVCE: 342.54 BVCS: 8+05.00 330.01 341.58 EVCE: 344.65 EVCS: 7+29.69 345.32 W W +2 0 0 1 0+ D0 S S S SS SS BVCE: 342.90 BVCS: 5+69.69 EVCE: 340.66 EVCS: 5+25.00 ELEV = 341.91 STA = 4+37.10 (SHELLHARBOUR) STA = 4+37.10 (GOLD COAST) INTERSECTION 332.82 339.06 W 3 + 00S W D D S S S SS blake 5:00 PM - Dec. 17, 18 24 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(24).ST-SHELLHARBOUR WAY.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR WWW WW 26+0027+00 SDLN-8 SDSD SD ELEV = 368.89 SSEVA HT561 WS SSSS STA = 26+30.97 (165TH) STA = 4+25.41 (BOTANY) 360.49 12" IE OUT=361.30 (W) INTERSECTION 361.324" IE IN=361.97 (N) 644 PGE 4" IE IN=361.97 (S) 361.21 366.37RIM=366.61 STA=3+57.60 (SDLN-9) EVCE: 367.18 (BOTANY) EVCS: 3+73.17 STA=3+62.13, 5.00' R SDMH 9B BVCE: 359.43 BVCS: 2+73.17 EVCE: 352.65 338.64 12" IE OUT=339.56 (W) EVCS: 2+16.63 10" IE IN=340.26 (SW) 339.84 10" IE IN=340.73 (N) 340.07 339.3312" IE IN=339.76 (E) RIM=346.36 346.01 STA=1+40.25 (SDLN-9) (BOTANY) STA=1+44.78, 5.00' R SDMH 9A 18" IE OUT=330.92 (S) 12" IE IN=332.72 (E) 12" IE IN=331.42 (N) 345.32RIM=345.18 ELEV = 344.98 PGE STA=1+00.00 (SDLN-9) 644 BVCE: 345.40 STA = 6+27.91 (SHELLHARBOUR) (BOTANY) W BVCS: 1+16.63 W STA = 1+00.00 (BOTANY) STA=1+04.53, 5.00' R S D 7 -NL DS SD WINTERSECTION SDMH 7D W S D SS S S SD S S S S blake 5:01 PM - Dec. 17, 18 25 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(25).ST-BOTANY BAY.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR 343.80 344.15 348.87 ELEV = 349.70 STA = 28+60.97 (165TH) WWWW 28+0000+92 STA = 11+86.72 (ADELAIDE) SDSD INTERSECTION SW 165TH AVE SSSS 577 644 PGEPGE 332.49 333.61 332.78 330.67 329.51 329.64 EVCE: 342.41 341.40 EVCS: 8+95.00 PG E 644 W W S D 331.44 S D SS 330.01 341.58 S D S S BVCE: 342.55 BVCS: 8+05.00 ELEV = 342.27 STA = 8+15.98 (SHELLHARBOUR) STA = 8+15.98 (ADELAIDE) INTERSECTION blake 5:02 PM - Dec. 17, 18 (26) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(26).ST-ADELAIDE.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 290.46 SSSS ALLEY A1 STA = 2+17.00 (ALLEY A1) SDSDSD 31-NLDSSTA = 3+57.00 (ALLEY A2) 2+00 INTERSECTION 277.63 279.63 24" IE OUT=268.80 (W) 12" IE IN=270.16 (N) 10" IE IN=270.32 (E) 268.94 24" IE IN=269.16 (S) RIM=278.99 PGE 644 STA=1+15.00 (SDLN-3) ELEV = 279.37 (ALLEY A2) STA = 9+31.23 (169TH AVE) SDLN-3STA=1+05.00, 0.23' R WWW SD SDSTA = 1+00.00 (ALLEY A2) SDMH 3B INTERSECTION SSSSSS 10+00 9+00 SD EVA HT961 WS ELEV = 292.10 STA = 3+57.00 (TOWNSVILLE) SDLN-4W WW STA = 1+00.00 (ALLEY A1) SDSD INTERSECTION 4+00 SSSS SSSS SW TOWNSVILLE ST 12" IE OUT=287.10 (N) 288.41 4" IE IN=288.11 (E) 644 PGE 291.54RIM=291.68 STA=2+76.56 (SDLN-13) (ALLEY A1) STA=1+58.54, 2.50' L SDMH 13A 2A YELLA 281.0012" IE OUT=281.18 (W) 281.64 12" IE IN=281.54 (S) 281.512" IE IN=281.38 (E) 287.55 RIM=287.66 STA=1+00.02 (SDLN-13) ELEV = 288.11 (ALLEY A1) STA = 12+85.54 (SUNSHINE) SDLN-12 STA=3+35.11, 1.34' L WWW STA = 3+39.56 (ALLEY A1) SSDD SDSDSDMH 12B INTERSECTION 00+31 SSSS SSSSSSSS SW SUNSHINE COAST ST 446 P EG blake 5:02 PM - Dec. 17, 1827 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(27).ST-ALLEY A.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 296.72 STA = 4+09.77 (ROCKHAMPTON) WWWW SDLN-3 STA = 1+00.00 (ALLEY B) SDSDSDSD INTERSECTION SSSSSSSS ENAL NOTPMAHKCOR WS BVCE: 296.83 644644 PGEPGE BVCS: 1+27.00 EVCE: 295.46 EVCS: 1+52.00 BVCE: 294.75 BVCS: 1+75.58 EVCE: 293.45 EVCS: 2+25.58 ELEV = 290.72 PVI STA = 3+50.00 ELEV = 290.00 PVI STA = 4+21.00 WWWW PGE BVCE: 288.31 BVCS: 6+25.50 282.07 EVCE: 286.42 EVCS: 7+00.50 7+55.00 275.46 277.09 275.84 ELEV = 283.68 PGE 644 PVI STA = 7+65.42 ELEV = 283.41 STA = 2+17.00 (TOWNSVILLE) WWW SDLN-4 STA = 7+91.97 (ALLEY B) SDSDSDSD INTERSECTION 2+00 SSSSSSSSSSSS OT WS TS ELLIVSNW blake 5:03 PM - Dec. 17, 18 28 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(28).ST-ALLEY B.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR S S 302.21 S S SS 306.17 SD W W 302.57 W W W319.30 0 0 +3 S S 00+2 SS SS SD SS SD 292.53 294.13 292.73 SS SD 301.10 W SD SS SW 168TH AVE W blake 5:04 PM - Dec. 17, 18 (29) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(29).ST-SDLN-5.dwg 165TH AVE YA W R UOB RAH LLE HS D VLB 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR SS SS SD 330.67 329.51 SS SS 329.64 341.40 PG E 64 4 7 -N L D S W SD SS SS 327.93 S D S328.40 S 340.07 SS SS SD SS SS SD GE P 577 305.58 SS S D VLS B E C305.93 A RRS E T R EV IS R W S W SS308.11 SD W W W WW W W WW WW WW W S S 00+2 SS SD blake 5:04 PM - Dec. 17, 18 (30) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(30).ST-SDLN-7.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SS DD SS SS 259.41 277.96 PGE 644 WW SDSD 10+41.57, 18.65' L SSLN-A SSSS SSSS 00+01 SDSD SSSS X SSSS X 9+00 X X X X SSSS SSSS WWWWW W W SSSS SSSSSSSS SSSS SSSS ROY ROGERS ROAD 00+24 00+14 blake 5:07 PM - Dec. 17, 18 31 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(31).SS-SSLN-A.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR S S SS S S S WWS W W W W SSSS SSSS 00+7 00 +6 DDSS DDSS DRAV ELUOB ECARRET REVIR WS IE = 319.83 21+76.12 (WTLN2) W W W IE = 290.67 18 IN X 6 IN TEE 20+19.08 (WTLN2) W WWWWW SDSDSDSDSDSD EUNEVA HT861 WS SSSSSSSSSSSSSSSS 9+008+00 W W W B YELLA 5+004+00 644 PGE W W WWWWW SDSDSDSDSDSDSDSD WS EUNEVA HT961 SSSSSSSSSSSSSSSS 5+004+00 PGE 644 blake 5:08 PM - Dec. 17, 1832 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(32).WT-TRACTS A C N.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SSSS PGE PGE SS DD SSSS SDSD EGP GP E 268.29 SS SS 276.22 SDSD TRACT I PGEPGE 644644 SSSSSSSS A RD ETAVIRP W 644 PGE PGE J TCART PGE SS SS SDSD W SS SS SS DD 268.29 W 272.50 PGE TRACT K PGE PGE PGE SDSDSDSD TRACT H A-NLSS SSSSSSSSSSSSSSSS blake 5:09 PM - Dec. 17, 18 33.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 272.32 272.34 272.57 283.83 MAHKCOR WS ENAL NOTP WWW 2+00 SDSD SDSD SSLN-B SSLN-H SSSS 1+00 SSSS SDSD 644644 PGEPGE PGEPGE PGEPGE SSSS SDSD SSSS SDSD PGE PGE PGE PGE SSSS SDSD SSSS SDSD PGE PGE PGE SSSS PGE SDSD SSSS 270.65 270.91 279.19 SDSD PGE PGE 18" WW TRACT F TRACT D SDSDSDSD PGE 644 SSSS PGE PGE 1+00 18" B RD ETAVIRP 644 PGE E TCART SSSS SDSD SSSS PGE PGE SDSD 269.17 SSSS PGE 277.67 PGE SSSS PGE PGE blake 5:09 PM - Dec. 17, 18 33.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE169TH AVE169TH AVE CAIRNS TR DR SREGOR YOR W 8"18"8" W WWW DDSSSDSDSDSDSDSD SSSSSSSSSSSS SSSS 5+0000+4 C-NLSS PGE 644 PGE 644 00+54+00 18" 8"8" W WWW SDSDSDSD DDSS SSSSSSSS SSSSSSSS PGE 577 267.81 SSSS 00+8 WWWW SDSDSDSD DDSS SSSS SSSSSSSSSSSS 9+00 PGE 644 PGE 644 268.29 276.22 7+00 SW CAIRNS TERRACE W8"W WW SDSD SDSDSDSD DDSS SSSSSSSS SS SS SSSS 00+8 blake 5:09 PM - Dec. 17, 18 33.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SSSS SDSD SSSS SDSD 267.81 SSSS PGEPGE 644644 SSSSELEV = 280.29 267.73 STA = 1+00.00 (TOWNSVILLE) WWW STA = 8+14.23 (169TH) SDSD INTERSECTION 644 PGE SSSSSSSSTRACT J TS ELLIVSNWOT WS SDSD SSSS SDSD SSSS TRACT K SDSD 2.A YELLA SSSS 263.91 264.12 278.22 SDSD SDSD SSSS (INSIDE DROP) (INSIDE DROP)259.41 277.96 W SSDD 10+41.57, 18.65 L NLSS A- SSSS SSSS SSSSTS TSAOC ENIHSNUS WS blake 5:10 PM - Dec. 17, 18 34.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(34).SS-169TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR PGE 644 ELEV = 290.57 STA = 2+92.77 (ROCKHAMPTON) WWWW 280.40 STA = 1+22.26 (169TH) SDSD SDSD INTERSECTION SSSSR SSSSWSSSSS ENAL NOTPMAHKCO 644 EGP SDSD SSSS 3.09 LT 2+18.45 SDSD SSSS SDSD SSSS SDSD SSSS SDSD SSSS SDSD SSSS TRACT D PGEPGE 644644 "81 SDSD 2+00 SSSS 644644 274.39 PGEPGE 18" E TCART WW SSSS SDSD SSSS SDSD SSSS SDSD blake 5:10 PM - Dec. 17, 18 34.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(34).SS-169TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR W SS S S 282.22 8" IE OUT=282.34 (W) S DELEV = 294.58 W DS 00+11 STA = 14+45.69 (SUNSHINE)282.36 8" IE IN=282.54 (E) STA = 11+91.13 (RIVER TER)8" IE IN=282.54 (S) ECARRET REVIR WS RIM=294.66 INTERSECTION SSSTA=5+09.75 (SSLN-D) 775 E GP (SUNSHINE) STA=14+46.92, 5.00' L SD W SSMH P4 SS SDW 278.38 278.58 278.46 S S W SSSS SSLN-F DSSD W S D S S W S D S S W S D S S W S D S S W S (INSIDE DROP) D S 259.41(INSIDE DROP) S 277.96 PGE 644 10+41.57, 18.65' L W SD 263.91 SW 169TH AVE SSSS 10+00 A-NLSS DS ELEV = 278.51 264.12 STA = 10+07.26 (SUNSHINE) 278.22 STA = 10+07.26 (169TH) INTERSECTION SS blake 5:11 PM - Dec. 17, 18 35.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(35).SS-SUNSHINE COAST.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SS 307.44 SS W 19+7220+00 SDSD SSSS SW 165TH AVE 577 PGE SD W SS S D W SS 301.84 SD PGE W W SS S D W SS SD W SS SD W S S SD W SS SD SS 293.74 SD W P GE 644 SS W SD W 00SW RIVER TERRACE +31 WW W W SS SS blake 5:11 PM - Dec. 17, 18 35.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(35).SS-SUNSHINE COAST.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 317.29 323.53 SS SS 310.13 310.29 SS W 27+9120+00 SDSD SSSS 561 WS EVA HT 577 PGE SD W SS S D W blake 5:12 PM - Dec. 17, 18 36 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(36).SS-TRACT Q.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SS W S D W 289.05 8" IE OUT=288.82 (W) W 289.32 8" IE IN=289.02 (E) SS W WS D 289.41 8" IE IN=289.02 (S) S S W RIM=302.49 DS STA=5+58.46 (SSLN-O) WS R VI RE ET W RR CA E LB DV ELEV = 302.70STA=14+63.92 (SSLN-A) STA = 9+52.13 (RIVER TERRACE) (TOWNSVILLE) STA = 5+21.66 (TOWNSVILLE) SSSTA=5+18.80, 4.28' L SD INTERSECTION 5+20.84, 5.86' L SSMH O5 W SS SD W S S S D 279.04 279.24 W 279.33 SS 290.26 SS SD WW SD SSSS EVA HT861 WS SSLN-A SS SD SS SD PGE SS SD SS 267.63 PGE 577 S S WW WW SD DSSD SSSSSS SS C-NLSSELEV = 280.27 A-NLSSEVA HT961 WS STA = 8+14.23 (169TH) STA = 1+00.00 (TOWNSVILLE) INTERSECTION PGE PGE blake5:12 PM - Dec. 17, 18 37.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 336.30 STA = 21+70.95 (165TH) STA = 10+19.76 (TOWNSVILLE) WWWW W SDDSSDINTERSECTION SD SSSS SSSSSS SSLN-D EVA HT561 WS 324.49 334.09 644 644 PGEPGE SS SS S D SS SS SS SS SD SS SS SD SS SS SD SS SS SD SS SS SD 295.38 SS S D SS SS E PG 644 SS W blake5:12 PM - Dec. 17, 18 37.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR WWWW SDSDSDSDSD SSSSSSSS SS 318.74 SSLN-D 326.23 577 644 PGE PGE SS SS SS PGE 644 S S SS SS SS SS SS SS S S SS SS SS SS 283.24 283.42 298.80 P GE 644 SS 281.72 281.93 W W W W 298.38 SS SS S W VIR RE T DSRE AR EC LB DV SS blake5:12 PM - Dec. 17, 18 37.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR S D SS SD SS 287.41 287.63 299.19 A TC ART WW WWW SD SS SD SS SD SS SD S S SD SS SD SS 279.04 279.24 SS 279.33 PGE 644 290.25 WELEV = 290.77 WW WW STA = 3+32.00 (TOWNSVILLE) SDSD SD SSLN-A STA = 12+00.00 (168TH) S SSSSSSS SSLN-E SW TOWNSVILLE LANEINTERSECTION 644 PGE SD SS blake 5:13 PM - Dec. 17, 18 38.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(38).SS-168TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 290.73 294.88 290.95 301.18 WW SDSDELEV = 301.85 STA = 5+16.40 (168TH) SSLN-A SS SS STA = 5+16.40 (ROCKHAMPTON) SS SW ROCKHAMPTON LANE INTERSECTION 644 PGE SD SS SD SS SD SS SD SS SD S S blake 5:13 PM - Dec. 17, 18 38.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(38).SS-168TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 302.57 8" IE OUT=303.00 (W) 304.46 8" IE IN=307.00 (N) 305.48 8" IE IN=305.61 (S) RIM=320.19 STA=23+22.58 (SSLN-A) (PRIVATE C) STA=2+45.69, 2.50' L SSMH A9 PGE 577 S S S S S S SS SD W W W W W W W SS I-N LSS SS SS 290.73 8" IE OUT=290.80 (N) 294.88 4" IE IN=295.01 (SW) 290.95 8" IE IN=291.00 (E) 301.18 RIM=301.69 STA=21+59.39 (SSLN-A) SS SD (PRIVATE C) STA=0+82.50, 2.50' L SSMH A8 SS S D SS SD PGE 644 290.73 8" IE OUT=290.80 (N) 294.88 4" IE IN=295.01 (SW) WW 290.95 8" IE IN=291.00 (E) SDSD 301.18 RIM=301.69 A-NLSS SSSS STA=21+59.39 (SSLN-A) 6+00 SW 168TH AVE W (ROCKHAMPTON) STA=5+13.00, 13.88' R SSMH A8 291.65 8" IE OUT=291.86 (W) 298.35 RIM=298.51 STA=9+26.23 (SSLN-C) (ROCKHAMPTON) STA=4+45.23, 5.00' L SSMH C5 S S SD SS S D 8" IE OUT=279.80 (N) 280.40 8" IE IN=280.00 (E) RIM=290.24 PGE STA=7+68.77 (SSLN-C) (ROCKHAMPTON) STA=2+87.77, 5.00' L SS SSMH C4 278.72 WW W SW 169TH AVE SD 8" IE OUT=279.35 (W) 289.06 RIM=289.32 SS 2+00 C-NLSS STA=8+71.28 (SSLN-B) (ROCKHAMPTON) STA=2+65.28, 5.00' L SSMH B6 272.32 8" IE OUT=272.84 (N) S 272.34 8" IE IN=273.04 (W) D SS 272.57 8" IE IN=273.04 (E) RIM=283.97 283.83 STA=0+00.00 (SSLN-H) STA=7+94.76 (SSLN-B) (ROCKHAMPTON) WW W SDSW CAIRNS TERDS SSLN-B STA=1+88.77, 5.00' L SSSS SSMH B5 ELEV = 284.26 272.97 STA = 1+00.00 (CAIRNS)8" IE OUT=273.33 (E) 280.68 RIM=281.05 STA = 1+93.77 (ROCKHAMPTON) INTERSECTIONSTA=0+57.73 (SSLN-H) (ROCKHAMPTON) STA=1+31.03, 5.00' L SSMH H1 1+28.37, 5.84 L PGE 612 blake 5:14 PM - Dec. 17, 18 39 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(39).SS-ROCKHAMPTON.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB 168TH AVE 169TH AVE RT SNRIAC DR SREGOR YOR 289.05 289.32 289.41 9+58.04, 19.00' L ELEV = 302.70 STA = 5+21.66 (TOWNSVILLE) STA = 9+52.13 (RIVER TER) INTERSECTION 281.81 281.97 282.14 282.36 282.34 ELEV = 294.95 STA = 11+89.65 (RIVER TER) STA = 14+45.64 (SUNSHINE) INTERSECTION ELEV = 295.71 STA = 14+21.49 (RIVER TER) END OF CONSTRUCTION blake 5:14 PM - Dec. 17, 18 40.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 306.35 ELEV = 319.38 STA = 7+39.79 (BULL MTN) STA = 1+00.00 (RIVER TER) INTERSECTION 8" IE OUT=305.85 (N) 8" IE IN=306.05 (S) 8" IE IN=306.05 (E) RIM=318.62 STA=0+09.88 (SSLN-I) STA=23+69.61 (SSLN-A) (RIVER TER) STA=2+04.07, 7.52' L SSMH A10 302.57 INSIDE DROP 304.46 305.38 319.52 327.60 320.62 328.54 315.28 315.59 326.77 311.78 312.15 324.04 304.75 305.23 315.55 blake 5:15 PM - Dec. 17, 18 40.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 319.12 STA = 1+98.64 (RIVER TER (S)) BEGINNING OF CONSTRUCTION S D WW S D 306.35 8" IE OUT=306.45 (N) 8" IE IN=306.65 (E) S D RIM=320.48 W STA=0+90.96 (SSLN-I) S S (RIVER TER (S)) SW S S STA=0+75.80, 1.65' R D SSMH I1 S D W DS S S blake 5:15 PM - Dec. 17, 18 40.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 360.91 ELEV = 362.34 STA = 1+00.00 (GOLD COAST) STA = 24+00.95 (165TH) INTERSECTION 332.69 333.31 ELEV = 336.30 STA = 10+19.78 (TOWNSVILLE) STA = 21+70.95 (165TH) INTERSECTION 310.13 310.29 ELEV = 320.57 307.44 STA = 19+71.95 (SUNSHINE) STA = 19+71.95 (165TH) INTERSECTION blake 10:30 AM - Dec. 18, 18 41.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(41).SS-165TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 339.61 STA = 12+61.40 (BULL MTN) STA = 30+10.60 (165TH) INTERSECTION 343.46 342.51 342.73 ELEV = 349.70 STA = 11+86.20 (ADELAIDE) STA = 28+60.95 (165TH) INTERSECTION ELEV = 368.89 STA = 4+25.43 (BOTANY) STA = 26+30.95 (165TH) 361.86 INTERSECTION 369.32 blake 10:30 AM - Dec. 18, 18 41.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(41).SS-165TH.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR WWWW W SDSDSD SD SS SSSSSS D-NLSS EVA HT561 WS 352.83 360.61 577 644 PGEPGE W W SS SD W S S SD W SS SD SS SD 331.70 W 331.11 SS 330.88 SD PGE 644 YAW W RU OBRA HLLE HS W S SD SD 339.02 0 0+5 S S SS blake 10:31 AM - Dec. 18, 18 42 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(42).SS-GOLD COAST.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR SD D S 327.18 8" IE OUT=327.60 (SW) 327.43 8" IE IN=327.83 (E) 327.41 8" IE IN=327.83 (N) 341.44 RIM=341.59 W +9 0STA=0+01.00 (SSLN-K) 0 STA=25+84.12 (SSLN-A) D S (SHELLHARBOUR) STA=8+48.54, 11.63' R SSMH A12 327.67 8" IE OUT=327.95 (S) 327.79 8" IE IN=328.15 (N) 341.63 RIM=341.85 STA=26+08.51 (SSLN-A) (SHELLHARBOUR) STA=8+29.02, 7.58' R SSMH A13 329.31 8" IE OUT=329.20 (S) 8" IE IN=333.54 (E) 8" IE IN=329.40 (N) RIM=344.75 STA=0+00.00 (SSLN-L) STA=28+16.40 (SSLN-A) W(SHELLHARBOUR) W STA=6+23.38, 5.00' R SD SSMH A14 8" IE OUT=330.43 (S) 8" IE IN=330.63 (NE) 339.02 RIM=338.85 STA=30+24.61 (SSLN-A) (SHELLHARBOUR) STA=4+18.06, 9.20' R SSMH A15 331.70 4" IE OUT=333.99 (N) 331.11 8" IE OUT=330.80 (SW) 330.88 8" IE IN=331.00 (E) RIM=339.68 STA=30+58.08 (SSLN-A) (SHELLHARBOUR) W 3 +SD 00SSTA=3+90.19, 8.48' R D D S SSMH A16 blake 10:32 AM - Dec. 18, 18 43 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(43).SS-SHELLHARBOUR WAY.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB 168TH AVE 169TH AVE RT SNRIAC DR SREGOR YOR ELEV = 368.89 WWWWSTA = 26+30.97 (165TH) W 26+0000+72 STA = 4+25.41 (BOTANY) SDSDSD INTERSECTION SSLN-K SS SSSS SW 165TH AVE 360.44 8" IE OUT=361.00 (W) RIM=367.19 644 PGE STA=2+81.59 (SSLN-L) (BOTANY) STA=3+77.06, 5.05' L SSMH L1 SS SD SS SD SS SD SS S D SS 329.31 8" IE OUT=329.20 (S) 8" IE IN=333.54 (E) 8" IE IN=329.40 (N) RIM=344.75 SS P GE 6 44 STA=28+16.40 (SSLN-A) ELEV = 344.98 W STA=0+00.00 (SSLN-L) WSTA = 6+27.91 (SHELLHARBOUR) S(BOTANY) D STA = 1+00.00 (BOTANY) SD W STA=0+95.47, 5.00' L A-NW LSSSD SSINTERSECTION S S SD SSMH A14 S S S S blake 10:32 AM - Dec. 18, 1844 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(44).SS-BOTANY BAY.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 343.46 4" IE OUT=343.62 (E) 342.51 8" IE OUT=342.66 (W) 342.73 8" IE IN=342.86 (N) RIM=350.18 S S STA=3+38.64 (SSLN-K) WWWW (ADELAIDE) SD SD STA=11+81.22, 5.00' L EVA HT561 WS SSK-NLSSSSSSMH K1 577 644 PGE PGE S S S D SS SD SS SD SS SD SS SD 327.18 8" IE OUT=327.60 (SW) 327.43 8" IE IN=327.83 (E) 327.41 8" IE IN=327.83 (N) 341.44 RIM=341.59 STA=25+88.77 (SSLN-A) (ADELAIDE) SS SD STA=8+48.54, 11.63' R SSMH A12 327.67 8" IE OUT=327.95 (S) 327.80 8" IE IN=328.15 (N) RIM=341.85 341.63 STA=26+11.00 (SSLN-A) SS (ADELAIDE) PGE 6 44 STA=8+29.02, 7.58' R SSMH A13 W W S D S D S S S S SS SD 327.18 327.43 327.41 341.44 SS SD PGE 577 S S S S S S SS S W WD W 325.23 W W W 00+2 W 325.67 S S S S SS SS SD 305.43 305.62 305.47 blake 10:33 AM - Dec. 18, 18 45 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(45).SS-ADELAIDE.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 292.10 STA = 3+57.00 (TOWNSVILLE) STA = 1+00.00 (ALLEY A1) INTERSECTION 284.52 286.88 278.38 278.58 278.46 ELEV = 288.11 STA = 12+85.54 (SUNSHINE) STA = 3+39.56 (ALLEY A1) INTERSECTION blake 10:33 AM - Dec. 18, 18 46 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(46).SS-ALLEY A.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 2.50% 34.492TC 0.00% )PL(4 9.392TC 50.492PC 8% 8% 4.00% PT294.97 2.50% %6 9% 5% PT293.95 % 5. 5 2.50% 8% 8% 293.96PC %00.4 291.93TC 0.00% 290.67TC 2.50% blake 9:04 AM - Dec. 18, 18 CR1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 303.50CT %05.2 302.66TC 0.00% 302.58(LP)TC C 301.93(LP)T 302.81PT %00.4 8% 8% 2.50% 302.07CP %2 5 % 2% 3 . 2 8 % S W R VI E R T E R 9 R+ A 0 0 C E B L V D .3 82 % 1 +0 00 5 % 9 % 4% CP 58.103 8% %8 CT 3 10 47. 2.50% 0.4 %0 00.80 3 PT CT 3 10 46. CT 03 .1 46 CT 3 00 06. T C 03 2.0 4 298.49TC %0 0.0 296.19TC %05.2 blake 9:04 AM - Dec. 18, 18 CR2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 19+7220+00 EVA HT561 WS 5.65% /7 8 3 71 19. P R C 3 1 7 . 4 4 1 / 2 3 1 7 . 2 291 .713PC %05.2 316.97PT % 05.2 2.50% 02.972TC 2.50% PT279.22 10.972TC 278.76CP 10+00 %10.1 EVA HT961 WS blake 9:04 AM - Dec. 18, 18 CR3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR %05 .2 PT292.96 4% 2% 1.50% 00+21 11+00 %2 8% 8% 8% 288.81CP 2.50% 2.50% %05.2 )PL(22.182TC )PL(22.182TC %05.2 42.182PC281.24PT 5% 8% 0.6% 8+00 3.4% %10.1 EVA HT961 WS 3.4% 5.7% 5.7% blake 9:04 AM - Dec. 18, 18 CR4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R 5% 3% E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR %1 EVA HT861 WS 1.50% PC301.27 %1 8% 8% 8% 301.43PT 2.50% 299.87TC %0 0.0 298.20CT %05. 2 2.50% 292.70PC 5% 291.64PC EVA HT961 WS 0 0+2 2.40% 6.5% 8% PT288.81 0.00% blake 9:04 AM - Dec. 18, 18 CR5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 14% 6% 169TH AVE CAIRNS TR DR SREGOR YOR 10% EVA HT561 WS 22+00 11.83% 11.83% 7% 2% 8% 334.43TP 96.533PC 5.00% %00.5 334.48CT 85.533TC 334.50(HP)CT 63.533TC 334.09CT 332.83TC 41.333TC 0.00% 2.50% 26.03 3TC 2.50% % 6 %8 %4 % 4 %00. 5 0 0+ 6 %4 DVLB E CARRET REVIR WS %4 %5 %8 blake 9:05 AM - Dec. 18, 18 CR6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE 8% 8% YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 10% 169TH AVE CAIRNS TR DR SREGOR YOR EVA HT561 WS 24+00 %38.1111.83% 4% 2% 8% 360.87PT 362.12PC 5.00%5.00% 360.92(HP)CT 361.96TC 361.69TC 2 5.063TC 359.98TC360.29TC %00.0 2.50% 358.17TC 2.50% 342.04TC %05 .2 340.63CT340.47CP %67.3 2.50% 339.94CP Y AW RUOBRAHLLEHS WS %00.5 blake 9:05 AM - Dec. 18, 18 CR7 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS 3%1% DV LB E C AR R ET R E VI R E VA HT861 %1 169TH AVE CAIRNS TR DR SREGOR YOR 26+00 EVA HT561 WS 1.00% 5.00% 6% 8%8% 368.35PT 367.72PC %05.2 2.50% 368.07CT 367.65TC 367.10TC 0.00% 365.40TC 2.50% 20.743TC 07.643TC 2.50% 346.47PC 346.06(LP)CT 346.11PT 2.50% 8% 2% % 5 Y A W R U O BR A H LL E HS WS %4 %8 blake 9:05 AM - Dec. 18, 18 CR8 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE 8% 8% YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 12% 169TH AVE CAIRNS TR DR SREGOR YOR EVA HT561 WS 28+00 00+ 92 12.00% 12.00% 5% 15% 8%2% 349.73PT 348.48PC 5.00% 5.00% 348.57(HP)CT 348.50TC 348.48TC348.17TC %00 .0 2.50% 347.54TC 2.50% 2.50%2.50% 342.20PC342.20CT 68.143PT blake 9:05 AM - Dec. 18, 18 CR9 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 2.50% 280.49PC PT280.94 00+4 ECARRET SNRIAC WS %00.0.75% 5 %05.2 PT278.01 277.60PC 16+0 %57.0 00+8 0.75% ECARRET SNRIAC WS 2.09% 2.09% 00+2 289.66CP PT289.21 2.50%%05.2 blake 9:06 AM - Dec. 18, 18 CR10 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 8.3% MAX 2% blake 7:03 PM - Dec. 17, 18 DTL1-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL2-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL3-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL4-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg Notch Width (in) Notch Height (in) 270.50 268.00 3.16 259.20 1 30 261.20 261.20 72 blake 7:03 PM - Dec. 17, 18 DTL5-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL6-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL7-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL8-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg 2'-8 1/2" 3" 3/4" 2'-8" ON 4" CENTERS 8 ROUND BARS 2'-8" blake 7:03 PM - Dec. 17, 18 DTL9-VAULT - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg BENTONITEBENTONITE CDF ORCDF OR blake 7:03 PM - Dec. 17, 18 DTL10-FORCE MAIN - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg blake 7:03 PM - Dec. 17, 18 DTL11-TEMPORARY DETENTION - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg EUNEVA HT561 WS S R W REVI RET CAR OB E ELU RAV D EUNEVA HT861 WS EUNEVA HT961 WS X X X ECARRET SNRIAC WS X X X S .DR SREGOR YOR W brian1:30 PM - Dec. 18, 18 SS1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg EUNEVA HT561 WS A HT861 WS EUNEV EUNEVA HT961 WS ECARRET SNRIAC WS .DR SREGOR YOR WS brian1:30 PM - Dec. 18, 18 SS2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg 7 6 13 16 5 12 4 15L 11 3 15R 10 15 29 1 B 8 A brian 1:30 PM - Dec. 18, 18 SS3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg 165TH AVE DV LB EVA HT861 EVA HT961 RT SINR AC DR SREGOR YOR blake 5:34 PM - Dec. 17, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC1) COVER 1200C.dwg XX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXX XXXX XXXXXX XX SW ROY ROGERS ROAD (C.R. NO. 3150) blake 5:35 PM - Dec. 17, 18 EC2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC2) DEMO 1200C.dwg XX XX X X SDSD SD EUNEVA HT56 1 WSSD EUNEVA HT561 WS S D X S D X X XX SD X SD SD S D SD X X SD SD XX X SD X S D SD SD SD X S X D X X S D SD DS S D X X SD SD SD X X SD SDSD SDSDSD EUNEV A HT861 WS X X S D SD X X S D X X X X SDSDSD SDSD EUNEVA HT961 EUNEVA HTWS 961 WS X X X SDSDSDSD SD ECARRET SNRIAC WS X X X XX XXXX XXXX XXXX XX XX SW ROY ROGERS ROAD (C.R. NO. 3150) blake 5:35 PM - Dec. 17, 18 EC3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC3) GRAD 1200C.dwg blake10:56 AM - Dec. 18, 18 EC4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC4) DETAILS 1200C.dwg EUNEVA HT561 WS EUNEVA HT561 WS EUNEVA HT861 WS EUNEVA HT961 WS EUNEVA HT96 1 WS X ECARRET SNR IAC WS X SW ROY ROGERS ROAD (C.R. NO. 3150) blake 5:35 PM - Dec. 17, 18 EC5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC5) WET 1200C.dwg blake 5:35 PM - Dec. 17, 18 EC5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC6) DETAILS 1200C.dwg MATCHLINE SEE SHEET L1.02 W W W W W W WWW W W WW W W S D W W WS D W W W DS DS ZONE R-7 ZONE R-12 SDSDSD WWWW WW SDSDSDDS 861 WS EUNEVA HT WWW WWWWW WW SDSDSD SDSDSDSD EUNEVA HT961 WS WW WWWW WW ECARRET SNRIAC WS SD SDDS SDSD WW WWW WWW WWW OR YOR WS .DR SREG ben 8:03 AM - Apr. 25, 17 L1.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg WWW WWWWW W SDSDSD SDDSSDDSSD SDSD EUNEVA HT561 WS ZONE R-7 ZONE R-12 MATCHLINE SEE SHEET L1.01 W W W W WW W WWW W WWW W W S D W W WS D W W W S D D S ben 8:03 AM - Apr. 25, 17 L1.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg W WWWWW WWWWW WWWW SD SDSDSD EUNEVA HT561 WS SDSDSDSDSD SD W W W S D SD SD S D S D S D W S D SD MATCHLINE SEE SHEET L1.04 WW WW WW W WW W W W W W W W WW W W W W W W W SD SD ben 8:04 AM - Apr. 25, 17 L1.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg MATCHLINE SEE SHEET L1.03 WW WW W W W WW WW W WW S D W W W W W W WW W W W SDSD S D ZONE R-7 ZONE R-7 ZONE R-12 ZONE R-12 W WWWWW WWWWWW SDSDDSSD SDSDSDSDD SDSSDSD 861 WS861 WS EUNEVA HTEUNEVA HT W WWWWW WWWWWW W SDSDSDSD SDSDSDSD SDSDSD EUNEVA HT961 WSEUNEVA HT961 WS W WWWWWW WWWWW W SDSDSDSDSDSD EC SD ARRET SN SD RIAC WS SDSDSDSD W WWWW W .DR SREGOR YOR WS ben 8:04 AM - Apr. 25, 17 L1.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg DEPTH - 2" ROOT BALL 1" 30" MIN. SS ben 8:04 AM - Apr. 25, 17 L1.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg ben 8:04 AM - Apr. 25, 17 L1.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg 6'-0" ben 8:04 AM - Apr. 25, 17 L1.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg MATCHLINE SEE SHEET L5.02 kel 11:53 AM - Mar. 29, 18 L5.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg MATCHLINE SEE SHEET L5.03 2"4" MATCHLINE SEE SHEET L5.01 kel 11:54 AM - Mar. 29, 18 L5.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg MATCHLINE SEE SHEET L5.04 MATCHLINE SEE SHEET L5.02 kel 11:54 AM - Mar. 29, 18 L5.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg MATCHLINE SEE SHEET L5.05 MATCHLINE SEE SHEET L5.03 kel 11:55 AM - Mar. 29, 18 L5.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg 6"8"4" R 3 0 ' R 3 0 ' VARIES 18"-24" HGHT. MATCHLINE SEE SHEET L5.04 kel 11:55 AM - Mar. 29, 18 L5.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg kel 11:55 AM - Mar. 29, 18 L5.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg DEPTH - 2" ROOT BALL 1" 30" MIN. BALL DEPTH 1 1/2 X ROOT DEPTH ROOTBALL kel 12:02 PM - Mar. 29, 18 L5.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5)RIVER TERRACE BLVD-PLANTING DETAILS.dwg kel 12:03 PM - Mar. 29, 18 L5.08 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5)RIVER TERRACE BLVD-IRRGATION SPEC.dwg T C T H 3/22/20183/27/2018 C C N I R , N A G DESCRIPTION I S E 369 5/09/97 D O REVISIONS E OREGON G A STREAM C PLANTING S D POLYGON NW COMPANY A DATE STREAM SUBMITTAL PARK SUBMITTAL Construction Documents SHEET L8.02 SHEET L8.02 SW DARWIN AVENUE ) 2 6 2 . MATCHLINE SEE AREA 2 TO E N MATCHLINE SEE AREA 2 E . R R T . S C ( T S D A R O N C I EA T NSW GOLD COAST LANESW BOTANY BAY LANESW ADELAIDE LANE IN H U S O N M U SL L WSW TOWNSVILLE STREET U SB D RA V EL EUOW CB ARS RE T RE VI R W S T E E R T S T SECARRET NWOTLLEBPMAC WS. A E ON A C L E N N I O H T S P N M U A S SW TOWNSVILLE STREETH K W SC SW MACKAY TERRACE O R W S SW ROY ROGERS RD. (C.R. NO. 3150) NOTES: TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDCONTRACTOR. A 2" WATER SERVICE STUB HASCOORDINATE WITH OWNER FOR TEMPORARYMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THEBEEN PROVIDED PER THE CIVIL DRAWINGS.FOR A MINIMUM OF THREE (3) GROWING SEASONS. STREAM - LAYOUT PLAN AREA 1STREAM - PLANTING PLAN AREA 1 12 kel 3:38 PM - Mar. 23, 18 L8.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg T C T H 3/22/20183/27/2018 C C N I R , N A G DESCRIPTION I S E 369 5/09/97 D O REVISIONS E OREGON G A STREAM C PLANTING S D POLYGON NW COMPANY A DATE STREAM SUBMITTAL PARK SUBMITTAL Construction Documents SW DARWIN AVENUE T E E R T S E L L I V SSW GOLD COAST LANESW BOTANY BAY LANE N W O T W S SW SUNSHINE COAST STREET D RA VE LU ECO ARB R ET R EV IR W S SHEET L8.03 ECARRET NWOTLLEBPMAC WS MATCHLINE SEE AREA 3 SW TOWNSVILLE STREET SW SUNSHINE COAST STREET ECARRET YAKCAM WS SW ROCKHAMPTON LANE. SHEET L8.03 )0513 .ON .R.C( .DR SREGOR YOR WS MATCHLINE SEE AREA 3 NOTES: TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THECONTRACTOR. A 2" WATER SERVICE STUB HASBEEN PROVIDED PER THE CIVIL DRAWINGS.COORDINATE WITH OWNER FOR TEMPORARYFOR A MINIMUM OF THREE (3) GROWING SEASONS. SHEET L8.01 SHEET L8.01 MATCHLINE SEE AREA 1 MATCHLINE SEE AREA 1 STREAM - LAYOUT PLAN AREA 2STREAM - PLANTING PLAN AREA 2 12 kel 3:39 PM - Mar. 23, 18 L8.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg T C T H 3/22/20183/27/2018 C C N I R , N A G DESCRIPTION I S E 369 5/09/97 D O REVISIONS E OREGON G A STREAM C PLANTING S D POLYGON NW COMPANY A DATE STREAM SUBMITTAL PARK SUBMITTAL Construction Documents SW DARWIN AVENUE T E E R T S E L L I V SSW GOLD COAST LANESW BOTANY BAY LANE N W O T W S SW SUNSHINE COAST STREET DR A VE ELU CO ARB RE T R EVI R W S SW CAMPBELLTOWN TERRACE SW TOWNSVILLE STREET SW SUNSHINE COAST STREET ECARRET YAKCAM WS SW ROCKHAMPTON LANE. .DR SREGOR YOR WS )0513 .ON .R.C( NOTES: TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDCONTRACTOR. A 2" WATER SERVICE STUB HASCOORDINATE WITH OWNER FOR TEMPORARYMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THEBEEN PROVIDED PER THE CIVIL DRAWINGS.FOR A MINIMUM OF THREE (3) GROWING SEASONS. SHEET L8.02 STREAM - PLANTING PLAN AREA 3 MATCHLINE SEE AREA 2 2 SHEET L8.02 MATCHLINE SEE AREA 2 STREAM - LAYOUT PLAN AREA 3 1 kel 3:39 PM - Mar. 23, 18 L8.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg T C T H 3/22/20183/27/2018 C C N I R , N A G DESCRIPTION I S E 369 5/09/97 D O REVISIONS E OREGON G A LEGEND STREAM C S D POLYGON NW COMPANY A DATE STREAM SUBMITTAL PARK SUBMITTAL Construction Documents 67 L8.04L8.04 1 2 CUT AND REMOVE TWINE,BURLAP, AND WIRE BASKETFROM TOP AND SIDES OFROOTBALL. FINISH GRADE3' UNDER FIRST LIMBS OR 5' HIGH.WHICH EVER IS LOWEST. "GROW STRAIGHT" TREE TIESGALV STEEL WIRE; LOOSETO ALLOW 4" OF MOVEMENTIN ALL DIRECTIONS SHRUB ROOT CROWNTO BE SET 1" ABOVEMULCH AS SPECIFIED,KEEP MULCH CLEAR OF SHRUB STEM BASEBACKFILLPLANTING MIX: SURROUNDING GRADE VINE MAPLES. TREES 1 1/2" CALIPERAND LESS SHALL BE STAKED WITH A NOTE: STAKE ALL EVERGREEN TREESLESS THAN 4" CALIPER. DO NOT STAKESINGLE WOOD STAKE UNLESSOTHERWISE SPECIFIED. 2" DEPTH - 2" ROOT BALL 1" DIAMETER OF DIAMETER OF ROOTBALL+12" ROOTBALL + 12" 30" MIN. 1 PLANTING ON SLOPETREE STAKING DETAIL 1.5 NOTE:SCARIFY EDGESAND BOTTOM OFPLANTING PIT. AFTER ONE YEAR) MULCH AS SPECIFIEDKEEP MULCH CLEAROF TRUNK BASE2"X 2"X 8' WOOD STAKESSET OUTSIDE ROOTBALL ONWINDWARD AXIS (REMOVE BACKFILL SOIL 5 L8.04 TILLED, AMENDED, AND MOUNDEDNATIVE SUBSOIL 'CHAIN LOCK" TREE TIES OR BLACKTWIST STRANDS AROUND EACH OTHERSET ROOT CROWN NO MORE THAN 4''ABOVE FINISHED GRADECLEAR OF TRUNK BASECUT AND REMOVE TWINE AND BURLAP2 x 2 WOOD STAKES OR METALTREE ANCHORS AS APPROVED.AMENDED NATIVE SOIL / FLEX GARDEN HOSE COVERINGMULCH AS SPECIFIED KEEP MULCHFROM TOP AND SIDES OF ROOTBALL.(REMOVE ALL WIRE BASKET)BACKFILL PLANTING MIXPER SPECIFICATIONS 2 X DIAMETER OF ROOT BALL CONIFER TREE GUYING DETAIL 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. NOTE:1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.)) BALL DEPTH 1 1/2 X ROOT 3 MULCH AS SPECIFIED, KEEPMULCH CLEAR OF SHRUBSTEM BASE BACKFILL SOILFINISHED GRADESCARIFY EDGES AND BOTTOMOF HOLE 4 L8.04 L8.04 DIAMETER OF ROOT BALL + 12" DEPTH ROOTBALL SHRUB PLANTING DETAIL WILLOW INSTALATION IN RIP-RAP 2 1 L8.04 L8.04 WILLOW CUTTING INSTALATION WILLOW INSTALATION IN SOIL kel 3:40 PM - Mar. 23, 18 L8.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg T C T H 3/22/20183/27/2018 C C N I R , N A G DESCRIPTION I S E 369 5/09/97 D O REVISIONS E OREGON NOTES G A STREAM C S D POLYGON NW COMPANY A DATE STREAM SUBMITTAL PARK SUBMITTAL Construction Documents 5 L8.05 4 L8.05 CWS VEGETATED COORIDOR SIGN CWS CONSTRUCTION NOTES 3 L8.05 2 1 L8.05 L8.05 ABOVE GRADEEXISTING SUBGRADESOIL WITH FOOT DO NOT PLACE ROOT COLLARLOOSEN SOIL PRIOR TOPLANTING FIRMLY PACKBEND OR BREAK ROOTS.NO "J" OR "L" ROOTSREMOVE BURLAP ORCONTAINER 6" 6" 18" Dia. CIRCLE 2" BARK MULCK AT RANDOMLY MIX PLANT SPECIES AND HEIGHTSOFFSET PLANTS TO AVOID STRAIGHT ROWS CLUMP & SCATTER PLANTS SO THAT AVERAGEPLANTING DENSITY IS EQUIVALENT TO GRID SPACINGTYPICAL O.C. (on center) PLANTING GRID CWS WATER QUALITY SWALE RANDOM PLANTING PATTERN #1 CONTAINER PLANTING DETAIL THE ROOTBALL WATER BASIN 2-3" 12" GREATER THAN PLANTING PITS TO BE MINIMUM MOUND FOR TEMPORARY 12" TO ENSURE NOVEMBER 15. BARE ROOT STOCK , ADDITIONAL MEASURES THROUGH MAY REQUIRE OCTOBER 1 AND MAY 1 OUTSIDE THESE TIMES THROUGH FEBRUARY 1 ONLY FROM DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE BE INSTALLED TO ENSURE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION. TREES, SHRUBS, AND GROUNDCOVER PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN MAINTENANCE ACCESS FOR PLANT MAINTENANCE SHALL BE PROVIDED FOR SENSITIVE AREAS AND VEGETATED CORRIDORS VIA A FIVE-FOOT CONTAINER STOCK SHALL TIMING:SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGSSURVIVAL..TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BECOMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TOAVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS.WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PERWEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BYACCESS: BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES(APPLYING N-P-K) ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED.EROSION CONTROL:GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN(OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS(COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAPMAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE ISPERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION.MULCHING: DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROMPLANT PROTECTION FROM WILDLIFE:IVAM GUIDANCE).IRRIGATION:HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUSDISTRICT STAFF.EASEMENT OR SHARED BOUNDARY WITH STORMWATER FACILITIES. STORMWATER FACILITIES ACCESS REQUIREMENTS ARE PROVIDED IN CHAPTER 4. 27.28.29.30.31.32. C.W.S. CONDITIONS FOR VEGETATIVE CORRIDOR, MITIGATION AREAS AND SWALES: kel 3:40 PM - Mar. 23, 18 L8.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg SIZES TO VARY 4" 6" kel 4:36 PM - Mar. 26, 18 L8.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg kel 4:36 PM - Mar. 26, 18 L8.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg 1'-6" VARIES kel 4:37 PM - Mar. 26, 18 L8.08 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg 1'-6" 6" 12" 30" kel 4:39 PM - Mar. 26, 18 L8.09 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg 1'-6" VARIES kel 4:35 PM - Mar. 26, 18 L8.10 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg 165TH AVE ECARRET B O U L E V A R D 168TH AVE EVA HT961 CAIRNS TR DR SREG OR YOR blake 5:38 PM - Dec. 17, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.0) COVER.Roy Rogers & Bull Mountain.dwg 165TH AVE YA W RU OB RAH LLE HS DVL B 168TH AVE 169TH AVE CAIRNS TR DR SREGOR YOR 252.91 253.06 251.02 251.32 255.07 264.42 ELEV = 265.14 STA = 42+13.63 (ROY ROGERS) BEGINNING OF CONSTRUCTION brian 4:37 PM - Sep. 25, 18 RD1.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.1-1.2) ST-ROY ROGERS.dwg 165TH AVE YA W RU OB RAH LLE HS DV LB EVA HT861 169TH AVE CAIRNS TR ROY ROGERS RD 10" IE OUT=255.05 (N) 10" IE IN=255.25 (S) RIM=279.73 ELEV = 279.75 STA=5+66.61 (SSLN-M) STA = 53+85.37 (ROY ROGERS) (ROY ROGERS) END OF CONSTRUCTION STA=53+69.97, 26.00' L SSMH M1 ELEV = 279.81 STA = 53+02.58 (ROY ROGERS) STA = 1+03.93 (BULL MTN) INTERSECTION 254.67 254.87 278.49 brian 4:38 PM - Sep. 25, 18 RD1.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.1-1.2) ST-ROY ROGERS.dwg 256.91 257.01 267.71 10" IE OUT=255.05 (N) 255.56 255.72 10" IE IN=255.25 (S) RIM=279.73 280.11 5+60.71 STA=5+66.61 (SSLN-M) (ROY ROGERS) STA=53+69.97, 26.00' L SSMH M1 53+75.87, 25.90' L brian 4:39 PM - Sep. 25, 18 RD1.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.3) ST-ROY ROGERS.dwg blake 5:40 PM - Dec. 17, 18 1.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg blake 5:40 PM - Dec. 17, 18 1.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg blake 5:40 PM - Dec. 17, 18 1.6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR BVCE: 307.29 BVCS: 5+03.51 EVCE: 295.34 EVCS: 3+83.87 BVCE: 280.59 BVCS: 1+37.87 ELEV = 279.91 STA = 53+02.58 (ROY ROGERS) STA = 1+03.93 (BULL MTN) INTERSECTION blake 5:41 PM - Dec. 17, 18 RD2.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 337.50 EVCS: 11+45.00 BVCE: 328.40 BVCS: 9+55.00 EVCE: 326.84 EVCS: 9+33.10 BVCE: 323.68 BVCS: 8+64.08 ELEV = 319.38 STA = 7+39.92 (BULL MTN) STA = 1+00.00 (RIVER TER) INTERSECTION EVCE: 315.68 EVCS: 6+43.51 blake 5:41 PM - Dec. 17, 18 RD2.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 337.90 EVCS: 14+31.11 ELEV = 338.79 STA = 13+91.41 (BULL MTN) END OF CONSTRUCTION BVCE: 339.29 BVCS: 13+51.11 EVCE: 339.56 EVCS: 13+15.00 ELEV = 339.61 STA = 12+61.40 (BULL MTN) STA = 30+10.60 (165TH) INTERSECTION BVCE: 338.47 BVCS: 11+85.00 blake 5:41 PM - Dec. 17, 18 RD2.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 318.93 EVCS: 2+64.53 BVCE: 317.96 BVCS: 2+14.53 EVCE: 317.96 EVCS: 2+00.35 BVCE: 318.93 BVCS: 1+50.35 EVCE: 320.64 EVCS: 1+11.37 BVCE: 320.64 BVCS: 0+11.37 blake 5:42 PM - Dec. 17, 18 RD2.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2.4) ST-ROUNDABOUT.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR blake 5:42 PM - Dec. 17, 18 RD2.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2.5) ST-ROUNDABOUT.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 340.00 STA = 0+72.52 PT EVCE: 340.29 EVCS: 0+81.97 BVCE: 340.04 BVCS: 0+76.97 ELEV = 339.88 STA = 0+60.64 3/4 ELEV = 339.69 STA = 0+48.76 1/2 EVCE: 339.84 EVCS: 0+56.26 ELEV = 339.51 STA = 0+36.88 BVCE: 339.70EVCE: 339.70 1/4 BVCS: 0+48.76EVCS: 0+48.76 BVCE: 339.55 BVCS: 0+41.26 ELEV = 339.39 STA = 0+25.00 ELEV = 339.51 PC PVI STA = 0+36.88 ELEV = 339.39 PVI STA = 0+25.00 ELEV = 339.27 PVI STA = 0+00.00 3CT 93.93 73.933CT 2.50% P 93.933C %05.2 )PH(54.933TP 8% 8% EVA HT561 WS 30+00 12.00% 1 . 5 % 5% 8% 8% 38.94%05.2%05.2 PT3 833CP PH 87. blake 9:06 AM - Dec. 18, 18 RD3.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 339.25 PVI STA = 0+89.29 ELEV = 338.94 STA = 0+69.73 PT ELEV = 339.39 ELEV = 339.17 ELEV = 339.39STA = 0+70.83 ELEV = 338.28ELEV = 338.31 STA = 0+58.05 PVI STA = 0+70.83 TC PVI STA = 0+70.18STA = 0+68.63 3/4 PT ELEV = 339.42 ELEV = 339.45 STA = 0+46.36 ELEV = 338.43 ELEV = 339.45STA = 0+57.31 1/2 STA = 0+55.74 PVI STA = 0+57.31 PT 3/4 ELEV = 339.24 ELEV = 339.66 ELEV = 339.24STA = 0+46.63 STA = 0+34.68 PVI STA = 0+46.63 3/4 ELEV = 338.551/4 STA = 0+42.86 1/2 ELEV = 339.01 ELEV = 339.89 STA = 0+35.96 STA = 0+23.00 1/2 PC ELEV = 338.66 STA = 0+29.97 1/4 ELEV = 338.79 ELEV = 338.79STA = 0+25.28 PVI STA = 0+25.28 1/4 EVCE: 339.96 ELEV = 338.78 ELEV = 338.78STA = 0+17.09 EVCS: 0+19.57 ELEV = 338.57 PVI STA = 0+17.09 PC STA = 0+14.60 BVCE: 340.22 PC BVCS: 0+14.57 ELEV = 338.43 ELEV = 338.28 PVI STA = 0+00.00 PVI STA = 0+00.00 blake 9:06 AM - Dec. 18, 18 RD3.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 3.6% 4.7% .3% 1 2.50% 319.64PCC 00+1 1.00% 00+2 1.00% DVLB ECARRET REVIR WS %1 5.5% 2.8% 2 7.5 13 165TH AVE .513PC 64 2%%2 8% %8 YA W R UOB RAH LLE HS DV LB EC A RR ET R E VI R PT315.07 EVA HT861 169TH AVE RT SNRIAC DR SREGOR YOR 413TP 94. 1 2/ 13 .4 14 P C 13 4 . 3 4 P T 3 1 .3 0 8 1 2/ 3 21 99. PC 98.213 10.313PC 1 9.21 3 2/1 P301 C.27 %05.2 38. 01 3 C P 07.0 13 2/ 1 3PT 75.01 %05.2 8% blake 9:06 AM - Dec. 18, 18 RD3.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR 41.723PC 2.50% 40.723 2/1 49. 623 TP 523TP 19. 2.50% 0 8.5 23 2 /1 23CP 12.5 2/1 23 1.5 0 3 2 4 . 9 9 TP 13.4232/1 CP 2.423 4 P C 3 2 3 . 7 6 /1 2 23 .3 17 56.323TP 55 323. T P 8% 2%2% 8% CP 10.323 319.64PCC 0+1 0 1.00% blake 9:06 AM - Dec. 18, 18 RD3.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 317.79 STA = 1+18.00 PC ELEV = 317.92 STA = 1+14.97 PT ELEV = 318.43 STA = 1+03.15 3/4 EVCE: 318.58 EVCS: 0+99.60 ELEV = 318.83 STA = 0+91.33 1/2 BVCE: 318.85 BVCS: 0+83.06 ELEV = 318.81 STA = 0+79.50 1/4 ELEV = 318.68 STA = 0+67.68 PC EVCE: 318.47 EVCS: 0+47.90 ELEV = 318.49 STA = 0+41.25 PT ELEV = 318.73 STA = 0+33.21 PRC BVCE: 319.02 ELEV = 319.21 BVCS: 0+27.90 STA = 0+25.00 PC blake 9:06 AM - Dec. 18, 18 RD3.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 310.57 STA = 2+81.87 PT ELEV = 310.70 STA = 2+80.32 1/2 ELEV = 310.83 STA = 2+78.76 PC EVCE: 311.39 EVCS: 2+72.18 ELEV = 312.80 STA = 2+53.66 PT ELEV = 312.91 STA = 2+52.10 1/2 ELEV = 313.01 STA = 2+50.55 PC BVCE: 314.51 EVCE: 314.54 BVCS: 2+22.18 EVCS: 2+21.34 ELEV = 315.27 STA = 1+97.94 BVCE: 315.30 PT BVCS: 1+96.34 ELEV = 315.67 STA = 1+77.96 3/4 EVCE: 315.87 EVCS: 1+67.97 ELEV = 316.13 STA = 1+57.97 1/2 BVCE: 316.50 BVCS: 1+47.97 ELEV = 316.93 STA = 1+37.99 1/4 blake 9:06 AM - Dec. 18, 18 RD3.6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 316.75 STA = 1+22.68 5/8 ELEV = 316.49 STA = 1+15.04 1/2 ELEV = 316.23 STA = 1+07.40 3/8 ELEV = 315.98 STA = 0+99.76 1/4 ELEV = 315.72 STA = 0+92.11 1/8 ELEV = 315.46 STA = 0+84.47 PC EVCE: 314.94 EVCS: 0+66.69 ELEV = 314.49 STA = 0+55.21 PT ELEV = 314.41 STA = 0+53.45 1/2 ELEV = 314.34 STA = 0+51.69 PC BVCE: 313.61 BVCS: 0+36.69 ELEV = 313.08 STA = 0+26.76 PT ELEV = 312.99 STA = 0+25.00 1/2 ELEV = 312.89 STA = 0+23.23 PC blake 9:06 AM - Dec. 18, 18 RD3.7 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 318.50 PVI STA = 2+54.69 ELEV = 318.81 ELEV = 318.81STA = 2+29.69 PVI STA = 2+29.69 PT ELEV = 318.83 STA = 2+26.08 1/2 ELEV = 318.86 STA = 2+22.47 PCC EVCE: 318.89 ELEV = 318.90 STA = 2+16.97 EVCS: 2+18.46 7/8 ELEV = 318.90 STA = 2+11.47 3/4 ELEV = 318.87 STA = 2+05.97 5/8 ELEV = 318.81 STA = 2+00.46 1/2 ELEV = 318.71 STA = 1+94.96 BVCE: 318.67 3/8 BVCS: 1+93.46 ELEV = 318.57 STA = 1+89.46 1/4 ELEV = 318.44 STA = 1+83.96 1/8 ELEV = 318.31 STA = 1+78.46 PC ELEV = 317.52 ELEV = 317.52STA = 1+45.61 PVI STA = 1+45.61PT ELEV = 317.26 STA = 1+37.97 7/8 ELEV = 317.01 STA = 1+30.33 3/4 ELEV = 316.75 STA = 1+22.68 blake 9:06 AM - Dec. 18, 18 RD3.8 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 322.60 STA = 1+19.18 1/4 ELEV = 322.23 STA = 1+10.81 PCC ELEV = 321.26 STA = 0+94.21 BVCE: 321.20 3/4 BVCS: 0+93.31 EVCE: 321.05 EVCS: 0+91.19 ELEV = 320.21 STA = 0+77.62 1/2 ELEV = 319.48 STA = 0+61.02 1/4 ELEV = 319.09 STA = 0+44.43 PC BVCE: 319.05 BVCS: 0+41.19 ELEV = 318.89 PVI STA = 0+25.50 ELEV = 318.71 PVI STA = 0+00.00 blake 9:06 AM - Dec. 18, 18 RD3.9 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 326.39 EVCS: 2+25.42 ELEV = 325.91 STA = 2+18.29 PT ELEV = 325.80 STA = 2+16.52 1/2 ELEV = 325.70 STA = 2+14.74 PC ELEV = 324.38 STA = 1+86.69 PT ELEV = 324.31 STA = 1+84.54 1/2 ELEV = 324.24 STA = 1+82.39 PC BVCE: 324.06 BVCS: 1+75.42 ELEV = 323.55 STA = 1+54.05 PT ELEV = 323.40 STA = 1+49.16 1/2 ELEV = 323.26 STA = 1+44.28 PCC ELEV = 323.09 STA = 1+35.91 3/4 ELEV = 322.88 EVCE: 322.90 STA = 1+27.54 EVCS: 1+28.31 1/2 blake 9:06 AM - Dec. 18, 18 RD3.10 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR BVCE: 322.12 ELEV = 322.04 BVCS: 1+45.99 STA = 1+43.53 EVCE: 322.00 3/4 EVCS: 1+42.07 ELEV = 321.57 STA = 1+30.54 PT ELEV = 321.42 STA = 1+27.07 PC BVCE: 320.65 ELEV = 320.51 BVCS: 1+12.07 STA = 1+09.59 1/4 EVCE: 320.36 EVCS: 1+07.11 ELEV = 319.66 STA = 0+92.11 1/2 BVCE: 319.28 ELEV = 319.24 BVCS: 0+77.11 STA = 0+74.64 3/4 EVCE: 319.02 ELEV = 318.98 EVCS: 0+59.74 STA = 0+57.16 PT ELEV = 318.94 STA = 0+40.81 PC ELEV = 318.98 STA = 0+36.69 1/2 ELEV = 319.04 STA = 0+32.57 PRC ELEV = 319.12 BVCE: 319.09 EVCE: 319.10 STA = 0+28.53 BVCS: 0+29.74 EVCS: 0+29.50 1/2 ELEV = 319.26 STA = 0+24.50 PT BVCE: 319.55 BVCS: 0+19.50 blake 9:06 AM - Dec. 18, 18 RD3.11 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR EVCE: 327.97 EVCS: 2+97.03 ELEV = 327.14 STA = 2+84.82 PC ELEV = 327.04 STA = 2+83.30 1/2 ELEV = 326.94 STA = 2+81.78 PT ELEV = 325.21 STA = 2+50.86 PC ELEV = 325.10 STA = 2+48.49 1/2 ELEV = 324.99 STA = 2+46.15 PT ELEV = 323.76 STA = 2+13.88 PC ELEV = 323.71 STA = 2+12.02 1/2 ELEV = 323.65 STA = 2+10.16 PT BVCE: 323.33 BVCS: 1+97.03 ELEV = 323.01 STA = 1+82.49 PC EVCE: 322.78 ELEV = 322.75 STA = 1+69.50 EVCS: 1+70.99 1/4 ELEV = 322.49 STA = 1+58.49 1/2 blake 9:06 AM - Dec. 18, 18 RD3.12 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR G(45.182TUG )TU G )TUG(45.182TU %5. 1 2.182CP )TUG(9 )TUG(92.182PT SW ROY ROGERS RD 00+35 blake 9:06 AM - Dec. 18, 18 RD3.13 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR ELEV = 279.96 STA = 10+83.16 GUT ELEV = 280.13 ELEV = 281.54 STA = 10+73.16 STA = 10+82.51 PT GUT ELEV = 281.29 STA = 10+72.50 EVCE: 281.28 PT EVCS: 10+72.00 ELEV = 280.38 STA = 10+57.37 3/4 ELEV = 280.95 STA = 10+56.88 3/4 ELEV = 280.64 STA = 10+41.58 EVCE: 280.66 1/2 EVCS: 10+40.50 ELEV = 280.71 BVCE: 280.72 STA = 10+41.26 BVCS: 10+42.00 1/2 ELEV = 280.93 STA = 10+25.76 1/4 ELEV = 280.53 STA = 10+25.63 1/4 ELEV = 281.29 BVCE: 281.28 STA = 10+09.99 BVCS: 10+10.50 PC ELEV = 281.54 ELEV = 280.34 STA = 10+00.00 STA = 10+10.00 GUT PC ELEV = 280.23 STA = 10+00.00 GUT blake 9:07 AM - Dec. 18, 18 RD3.14 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR blake 5:43 PM - Dec. 17, 18 RD4.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD4) SS-BULL MOUNTAIN.dwg 165TH AVE YAW RU OBR AH LLE HS DV LB E C AR R ET R E VI R E VA HT861 169TH AVE CAIRNS TR DR SREGOR YOR blake 5:43 PM - Dec. 17, 18 RD4.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD4) SS-BULL MOUNTAIN.dwg SS SS SS SS SS SS SS SS W W W W W blake 5:44 PM - Dec. 17, 18 RD5.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg S D S S W WW SDDS SDSD SSSSSS DVL B E CAR SS RET REV IR WS S D SS WWW SDW WW W SS SD SS blake 5:44 PM - Dec. 17, 18 RD5.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg W W W W WWW SW 165TH AVE blake 5:44 PM - Dec. 17, 18 RD5.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg 8 5 17 13 7B 4 1618 12 1115 7A 2 16 1014 blake 5:44 PM - Dec. 17, 18 RD5.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg blake 5:44 PM - Dec. 17, 18 RD5.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg 8.3% MAX 2% blake 5:44 PM - Dec. 17, 18 RDTL1-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 5:44 PM - Dec. 17, 18 RDTL2-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 5:45 PM - Dec. 17, 18 RDTL3-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 11:29 AM - Dec. 18, 18 RDTL4-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 5:45 PM - Dec. 17, 18 RDTL5-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 11:11 AM - Dec. 18, 18 RDTL6-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 5:45 PM - Dec. 17, 18 RDTL7-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg 38 blake 5:45 PM - Dec. 17, 18 RDTL8-LIDA - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg S D S D S D S D S D blake 5:45 PM - Dec. 17, 18 RDTL9-LIDA - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg blake 5:45 PM - Dec. 17, 18RDTL10-WACO STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg 276.61278.85 277.92 EOP ELEV:EOP ELEV: EOP ELEV: 280.91277.34 278.68 EOP ELEV:EOP ELEV: EOP ELEV: blake 5:46 PM - Dec. 17, 18 RDTL11-WACO STREET (2) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL11) ROY ROGERS.dwg 1/17/2018 Polygon at Roshak Ridge 0 0 + 2 00+45 00+35 00+25 0 0 + 1 95, C95, C95, C AND OPTION PGE SCHEDULE 8'8'8' ARM LENGTH 35'35'30' HEIGHT MOUNTING 0.85 FACTOR LIGHT LOSS BUG RATING B3-U0-G3B3-U0-G3B3-U0-G3 2.7 : 1 (AVE:MIN) Type 3Type 3Type 3 UNIFORMITY DISTRIBUTION 1.6 (FC) 17,00017,00017,000 LUMENS LIGHT LEVEL LUMINAIRE TYPE 100 LED100 LED100 LED DESIGN LUMINAIRE TABLE RECOMMENDED 167167167 WATT LIGHTING TABLE POLE STYLE EX. PGE POLEEX. PGE POLEEX. PGE POLE CLASSIFICATION ARTERIAL / COLLECTOR ROADWAY OR INTERSECTION ROADWAY SW ROY ROGERS RDSW ROY ROGERS RD SW BULL MOUNTAIN RD INTERSECTION 123 POLE ROADWAY SEGMENT OFSW BULLMOUNTAIN RD SW ROY ROGERS RD @ NUMBER wscarbroughwscarbrough 8:57 AM8:57 AM - - Jan. 18, 18Jan. 18, 18 IL-5IL-5 - SHEET: - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwgH:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwg 1/17/2018 Polygon at Roshak Ridge 4.04.05.05.0 3.53.54.55.5 (feet) Depth in Rock 5.06.07.08.0 5.55.56.57.5 (feet) Depth in Soil is to be 70% of the depth required in soil.the setting depth from the low side of the hole. 30405060 25354555 (feet) 2. Where poles are located on other than level areas, measure Length of Pole Note: 1. Where soil is underlain with rock, the depth of the hole in the rock Height above pavement Luminaire mounting Arm length No Scale Note: Details are not meant to reflectany manufacturer's product.Other designs may be acceptable,but must be submitted for approval. this sheet. See Table 1 Embedment depth Install a wood pole of classand length required, to providethe mounting height specifiedand/or give basic clearancesfor overhead conductors.Luminaire supports shall be designed in accordance withAASHTO Standard Specifications for Structural Supportsfor Highway Signs, Luminaires, and Traffic SignalsThe design wind velocity shall be 100 mph unlessshown otherwise on the plans or in the Special Provisions for the project.Bolts shall conform to ASTM Specification A307.Steel sheet and plate shall be Merchant quality.All structural steel including washers and nutsshall be hot dip galvanized after fabricationunless noted otherwise.Wind rods required for arms over 8'. Note: NOTE: See plans for arm length, mounting heights, andpole set back distances. wscarbroughwscarbrough 9:22 AM9:22 AM - - Jan. 18, 18Jan. 18, 18 IL-6IL-6 - SHEET: - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwgH:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 2ND SUBMITTAL DATE3RD SUBMITTAL DATE 1ST SUBMITTAL DATE 7.5"9"C7.5" 6"9"C6" 6"12"C6" 4.5"12"C4.5" 6"6" 9"C 9"C 7.5"7.5" 1'-9" 2'-0" wscarbrough 3:13 PM - Jan. 10, 18 TS-1 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 2ND SUBMITTAL DATE3RD SUBMITTAL DATE 1ST SUBMITTAL DATE wscarbrough 3:13 PM - Jan. 10, 18 TS-2 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE wscarbrough 3:13 PM - Jan. 10, 18 TS-3 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE wscarbrough 3:14 PM - Jan. 10, 18 TS-4 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 2ND SUBMITTAL DATE 1ST SUBMITTAL DATE3RD SUBMITTAL DATE t e n i b a C l a n i m r e T df o a C L e of Pedestrian Head H l L C a n g i S e l c i h e V f o L C n g i S f o C of Pedestrian Head L C MAST ARM POLE ORIENTATION DIAGRAM of Arm L C the drawing specified in the chart North Arrow as identified on of Pedestrian Head L C d a e H l a n g i S ORIENTATION DIAGRAM e l c i h e V f o CL of Pedestrian Head L C PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL Traffic Signal Type 2, Adjustable Bracket Mount, Tenon Not Required (See Std Dwg. TM460 & TM462)Traffic Signal Type 6L, Adjustable Bracket Mount,Tenon Not Required (See Std Dwg. TM460 & TM462)Video CameraStreet Name Sign, Aluminum Radar Detection UnitFire Preemption (See Std Dwg. TM465) ====== V2V6L BRACKET MOUNT:CAMRADSTF wscarbrough 3:14 PM - Jan. 10, 18 TS-5 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg 6/15/20171/10/2018 11/14/2017 Polygon at Roshak Ridge 1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE Detail A - Camera and Mount additional details See TM457 for NOTE: FOUNDATION MODIFICATION wscarbrough 3:14 PM - Jan. 10, 18 TS-6 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg