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HomeMy WebLinkAboutR-389753w Q z U w U n, U7 'W ry U W SE 1/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W. M. VUECREST ESTATES 8 VUECREST /L SHORT PLAT 25.0'125.0' W I tl El BORGATA CONDOMINIUM VOL. 216, PG'S. 31-38, Rr*r tin r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� i 4I ------- IX 11 - - 2 O/ / 6,119 S.F. /I o 103.22.16 60.69 63.28' AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ TEMPORARY CUL a - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, I I 2 11 1 \ I N I I 6,059 S.F. S9 13+88.20 1 9882609042.9- (O BE EXTINGUISHED F _ 13+02.78 10' STEEP SLOPE BUFFER L - - - I \ 17 115396 12+04.28 (NO DISTURBANCE AREA) - 19 N I I 20 I----------� 12+04.28 S.F. 1 15+19.40 II 3 1A- I 5,622 S. F. 6,515 S. F. 1 I I I 1 I I I - I L---- I � 13 I 1 1 j ,0o 0) I 5 266 S F io ca I ------------ ---- I II 4 II - i I 6,255 S. F. _0 /I N TRACT F L ------J 37.65' 1 � 25.4. SENSITIVE AREA/NGPA N 1 - - - w 2 142, 070 S.F. TR A �238�' - - - --J F-----------� o PRI TA TE ACCESS NII I I 1 5 I 101.34' �+ 1 6,06 7 S. F. �Io o I 5, 955 S.F. I 1 0 I V) I 1T6.- 7- / `" � I f--------- �II I i 6 1l0 C-, v 1 1 5,986 S. F. 1 6,,34J S. F. L---11.2- 4 ❑---� o -- I 7o0�--J _1 ----------� � J 6,486 S.F. 0 1 �1 1 1I 15 131.4'----- f------------� o Qi I 1 5, 350 S.F. 8 I 1 1 6,370 S.F. o 1 0 I cs 21,8 78 S. °j L---- 1 I � _J N �- - - - T07_00-- J \ I I - - - --- - I li j it 1 I TR °C I BUFFER I STOR P�� A FAG ,I BORGATA CONDOMINIUM VOL. 216, PG'S. 31-38, Rr*r tin r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W� i 4I ------- IX 11 - - 2 ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 68.32' O 6, 286 S.F. 0 I 56.25' 103.22.16 60.69 63.28' AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ TEMPORARY CUL AC - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, NO. EASEMENT REC. NO. 13+88.20 11 I !-� _ p II // 13.6 �_ TRACT H o PRI VA TE ACCESS S9 13+88.20 1 9882609042.9- (O BE EXTINGUISHED F _ 13+02.78 - 60.00= 50.00' 50.00' I \ 17 115396 12+04.28 R I 1" 1 19 N I I 20 a 12+04.28 S.F. 1 15+19.40 1 4, 844 S. F. 1 5,078 S. F. I 5,622 S. F. 1 I I I I � 13 \\ 1 1 j ,0o 0) I 5 266 S F io I 6,183 F. ---- L - - - - - J L - - - - - _0 I L ------J 37.65' 56.25' 18.35' � 25.4. 50.00' 50.00' 1 63.59' w 2 o TR A 129.27' o PRI TA TE ACCESS NII 3 639 S. F. I g 101.34' 23.14' 1 I 5, 955 S.F. I 1 0 I I----------� / \ �II I o 1 6,,34J S. F. 4 ❑---� o I 7o0�--J '�o 15 TRACT " o Qi I 1 5, 350 S.F. SITIVE FNGPA I 1 I cs 21,8 78 S. 1 I � N �- - - - T07_00-- J \ 5'26.5I F - - - - - - --- - WETLANp 1 I 1450 I BUFFER ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 O 6, 286 S.F. 0 I I o \ 0 103.22.16 MAJ SURVEYED:SCALE: `.SJ.S` AS NOTED Q; L- 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP - - - - - - - --- CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 107.00' 10700, 66.65' \ 13+88.20 11 I !-� _ p II // 13.6 �_ TRACT H o PRI VA TE ACCESS S9 13+88.20 14 13+33.78 15 13+02.78 - 60.00= 50.00' 50.00' 17 12+04.28 18 co 1 -I f - - 12+04.28 TRACT A 15+19.40 I 1 1 1 I � 13 0l �/f 2 ^1 i� ,0o 0) I 5 266 S F io p0 1 4,500 S. F. 4 1 4,500 S.F. � 6,183 F. } � I I I I I I r,W Z I L ------J L -----J L ------J L------- � I 60.00' 50.00' 50.00' 1 63.59' w 2 129.27' ❑5 NII I g 1 I 5, 955 S.F. I 1 0 I ` 1.63 18 Svc ECREST ES TA TES 015007217 / �• S- A VERAGEH OFFER 12.71 I o \ I O 00 \ N \ U o TRACT "B" SENSITIVE AREA/NGPA 21,J89 S.F. 49.94' TRACT "D" SENSITIVE AREA/NGPA 6 '�' \ 28, 337 S.F. �p mss.It i 7 V� tK� • 8 46.00' - TRACT "C" ill TREE RETENTION 19,424 S. F. 37' 15' SIDE YARD STREET SETBACK (TYP.) I � 1 I I 20' REAR YARD 15' FRONT YARD- I SETBACK (TYP.) [77- SETBACK (TYP.) J 5' SIDE YARD SETBACK (TYP.) NOTE.• 15' SENSITIVE AREA BUFFER SETBACK TYPICAL BSBL VUECREST II SHORT PLA T U 15007232 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE, KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 1 CIN COMMENTS, REVIEW 1 MAJ 103.22.16 MAJ SURVEYED:SCALE: `.SJ.S` AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 2 CITY COMMENTS, REVIEW 2 MAJ 06,06.16 MaJ DESIGNED 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CIN COMMENTS. REVIEW 4 MAJ 10,21.16 MAJ DRAWN: YLP ONE INCH 5 MYLARS MAJ 12,06.16 MAJ CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 6 DRAFT AS-BUILTS MAJ 01,04,18 MAJ APPROVED: MAJ 1 NO. REVISION BY I DATE I A P P R VER TI CAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. BASIS OF BEARINGS: N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL POINTS 1872 AND 1227. DRI VEWA Y TABLE LOT NO. DRIVEWAY (Z STA. 1 11+32.28 2 11+60.74 3 12+34.57 4 12+68.78 5 13+37.78 6 13+68.78 7 14+40.78 8 14+71.28 9 15+04.65 10 13+88.20 11 13+88.20 12 13+88.20 13 13+88.20 14 13+33.78 15 13+02.78 16 12+30.47 17 12+04.28 18 12+04.28 19 12+04.28 20 12+04.28 TRACT A 15+19.40 STATIONING IS ALONG FLOWLINE OF CURB MONUMENT STATIONING SCHEDULE 1❑ 11 + 04.35 (SMI THERS A VE S) 2❑ 11+75.,35 (SMI THERS A VE S) 3❑ 11+9310 (SMI THERS A VE S) ® 12+64.10 (SMI THERS A VE S) 5❑ 14+99.25 (SMI THERS A VE S) © 16+35.01 (SMI THERS A VE S) E7 17+03.82 (SMI THERS AVE S) ® 18+03.68 (SE 186TH ST) AS -BUILT "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S77?ONG, AND MAY INCLUDE LOCA PONS, ELEVA RONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMEN7S, ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA TE: 1/12/2018. " C TY OF RENTON Planning/Building/Public Works Dept NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 HORIZONTAL &VERTICAL CONTROL PLAN PAGE: DRAWING NO: C3 U15007217 / U15007232 SHEET: 3 OF: 33 DRS PROJECT NO. 12102 R-389753