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HomeMy WebLinkAboutR-4115030 all 0 W W rI v 1 I I I I I I I I I T.L. 324320-0150 I I T.L. 324320-0130 I �4DDRESS: 16320 SE 132ND ST ADDRESS:16332 SE 132ND ST T.L. 324320-0140 I R-4 ADDRESS: 16326 SE 132ND ST I70 T.L. 324320-0160 R-4I ST I ADDRESS: 16310 SE 132ND ST I KING COUNTY R-4 - I R-4 I � ' I 1 e+.00 o . �. 30' 19 00 N87°33'15�W 583.61' ( 1 20 35 .19' (C) 358.51' (D) 3 NORTH LINE LOT 5, BLOCK 1 I I T.L. 145750-0027 30' NE CORNER I 1 BLOCK 1 C)ADDRESS: 16307 SE 132ND ST LOT 5, _ ROW DkDICATIk R-4 N87°33'15"W 106.65' 24 S FI 119.00' I 10' LANDSCAPE BUFFER I I WEST LINE OF I EAST 118.76' OF 1 LOT 5, BLOCK 1 T.L. 145750-0021 II i ADDRESS: 16R327 SE 132ND ST II I I 1 I � I I 0 1 o I z d- I�2 I �I SOUTH LINE OF NORTH 143.71' OF LOT 5, BLOCK 1 - - N87°33'1 LW 119.00' R-4 I Q0 I I T.L. 145750-0023 I i I LOT 2 � I 10, 630 SF LOT 5 I N 9, 629 SF 0 I z I � I I CD zl I I I II N I _ TRACT A 31+88 + _ - , 80 S. F. 30 I I 00 I I LOT 3 I I I I I I I I l 10, 095 SF I l LOT 4 L Q. l I 9, 374 SF I I I I I QI I I I o I o I N I T.L. 145750-0025 N87°39'02"W 227.85' } 16210 SE 134TH ST -' R.0 W. DEDICATION R - 4 254 S.F. I Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 I T.L. 132305-9145 ADDRESS: 13120 164TH AVE SE R-4 T.L. 132305-9027 ADDRESS: 13200 164TH AVE SE R-4 KING COUNTY 0 5 10 20 30 SCALE 1 " = 30' T.L. 132305-9093 ADDRESS: 13139 166TH AVE SE KING COUNTY 1 LOT 7 I TRACT E 7 Q 11 9,450 SF I TREE TRACT 12 7,350 SF I RENToN I EAST LINE OF - I WEST 200' OF I N 1 /2, N 1 /2, SW 1/4 INTX - �I SEC. 13-23-5 STA: 22+33.17 164TH AVE SE= / STA: 30+00.00 TRACT A ACCESS 10' PRIVATE R-4 STORM EASEMENT FOR ROOF DRAIN T.L. 132305-9053 I CONNECTIONS I LOT 6 T.L. 132305-9045 I 9,450 SF I A DD66RHS AVE 1 1 I I I R-4 I I I I I TRACT C STORM o 8,868 SF RCNTON N86°30'37W 170.5r UTH LINE OFT.L. 132305-9058 - --- 1/2, AIDIVRSSSW1,521 t 166TH AVE SE COUNTY C. 13-23-5 KING REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 ISfE ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SjONAL 0510112024 N0. REVISION 10' PRIVATE STORM EASEMENT FOR ROOF DRAIN CONNECTION LOT 8 9,450 SF I I I I N I I �LO CP 04/17/2024 SURVEYED: SDM CP 0911512023 DESIGNED: NEM CP 0912812022 CP 0710112021. DRAWN: TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CJA 0 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C.O.R. N. 1/4 CORNER SEC. 14 FOUND MON CONTROL POINT 1852 C.O.R CONTROL POINT 2103 IN CASE N. 1/4 CORNER SEC. 13 N87°09'46"W 2536.71' 11 12 CALCULATED N88°21'20"W 2622.78' - � 1268.355' T 1268.355' N86°36'35"W 26116,76°POSITION 1308.38' 14i 13 1308.38, N O co O r � I r7 00 00 LCj ON N d- N- N N87°33'15"W �2574.83 p N -S86°31'48"E p O M `VI 0 N 1287.415' 1287.415' 2584.64' 1292.32' N 1292.32' 0 I oNI I CD p n N p 00 Cn . N r CD h n 0 O N Cn rM I 00 e Cn Ln CD C6 CD 0 I 1306.535_ ) 1306.535' 1276.265' 1 HELD AS CENTER SEC. 14 N87°56'03"W 2613.07' N86°26'53"W 1276,265' FOUND MON 2552.53' IN CASE E. 1/4 CORNER SEC. 14 CALCULATED POSITION CENTER OF SEC. 13 CALCULATED POSITION SE 132nd STREET 465.98 466.03 1.2% 466.70 466.75 1.0% I 00 L 2.2%- 466.84 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1.2% 2, Og . ° I N I I 1 1466.65 CONTROL DETAIL SCALE: 1"--1000' DRIVEWAY TABLE LOT# ROADWAY STATION OFFSET WIDTH 1 S.E. 132ND STREET 8+37.19' 13' RT 15' 6 164TH AVENUE SE 22+24.21' 13' LT 15' 7 164TH AVENUE SE 21+89.21' 13' LT 15' 8 164TH AVENUE SE 20+84.21' 13' LT 15' TRACT A 164TH AVENUE SE 22+33.04' 13' RT 28' TRACT C 164TH AVENUE SE 22+88.88' 13' LT 15' TRACT D 164TH AVENUE SE 20+54.21' 13' LT 15' TAX LOT 164TH AVENUE SE 21+02.60' 13' RT 15' 14575-0021 ---------------- Uj 2 i 00 \jSTA: Q I IN TX 10+00.00 SE 132ND ST= STA: 20+00.00 164TH AVE SE - - I. I I 1/4 d . 10+40.50, 13.00'. RT . STA 1 10+30.56, 15.06' RT FL=464.55 .1/41 d FL=464.74 STA I 9+80.11, 15..94'.RT . R=25.00' I FL=46.4.62 . �FL=1 65.67 R=25.00' i L=40.86' . L=48.96' d=933834" 1 $•8 o I 6=11T11'57" 1/2 d 1 /2 d STA 10+22.27, 20.89' iRT �° 464.44 FL=464.'92 STA 9+89.16, 24.06' RT I 0 FL=465.41 UQ 46521 FL=464.89 �/ 465.28 0 2y I FL=465.30 314 d Q) A 01 1,g7465.10 n >\ I I STA 20+30.56 15.66' LT % 46519 466.67 J '',( 466.42 466.,' 465. FL=464.88 465.62 0 466.39 FL=465.22 � 1 a QI FL=464.87 `� 465.30 _ 3/4 d '20/0 STA 20+34 95, 9.02' RT O 5% FL=465.16 0 .5 6 .PT . I ✓ s9, I 465.65 466.33 I STA 20+40 50, 13.00' LT 465.60 ??? II o PCC 465.63 STA 20+46 81, 11.50' RT 465.53 465.62 I ??? I I r.� I R=15.00' . L= 6. 77' a I d=25 50'31 " I 465.56 o PT 5 I STA 20+53.35, 13.00' RT I ??o 5' 1 8% I LOW POINT I Q NOTE: SEE SHEET 13 FOR RAMP DETAILS I � a CURB RETURN AND RAMP DETAILS SCALE: 1"=10' Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. R- 411503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT HORIZONTAL CONTROL PLAN Q 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 3 20