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HomeMy WebLinkAboutR-408203one z Q) W V) 0 00 CN CN W -L 11 I v� 353.844 FOUND REBAR i FND RAC�( - &CAP i --------- / EX. SSMH S S S S S S RIM=354.39 C FOUND N.E. 13TH STREET EX. SSMH [x- INV=343.64 (8"CONC-N&E) W W RIM=355.23 / 04 INV=343.51 (8"CONC-S) MONUMENT W _ INV=345.08 (8"CONC-E) O ---�- W w z IN CASE �APPROX. LOCATION EX. 6" WATER PER RENTON GIS INV=344.98 (8"CONC-W) / - D=43°06'01" _ _ 50 R=290.70',L=218.68' / 353.520 S86°21'52"E 40.00' / / \ 0 5 10 20 EX. STJNDMKI�YPOLE RIM=354.03 ° ° °s , \ 1" = 20' p- ° SCALE INV-346.03 (18"PVC-N&S) a ° 1. e 354.89p ° \ I S86°21'52"E 10.00' wM 0 6„ P D=13°36'2B" ° (2 4„ ° p I/ DECK EX NOSE I ° d o U EX. HOUSE FF=355.84 LOT 27 \ d � I IU) � d e1 '� \ 6' WOOD FENCE \ 1.54' E. OF 61 I ° 353.196 I LOT 26 SET MAG 181128" RENTON HIGHLANDS NO. 2 I 24 BLOCK 46 CORRECTION PLAT \ I SHED VOL. 57, PGS. 92-98 55 28 N.E. I I a I TAX 722780-1695 13TH STREET 16" 353.840 SET NAIL II ° s led 0.19' ° s ° d EX. GARAGE I a FF=354.04 ° ° a4 s a 62 00° I 352.418 I w �� 24„ LE SET MAG z 6' WOOD FENCE oz �_ - - 110.00' - - 1.01' W_OF O FOU o N I S88°57'04"E 135.00' 6' WOOD LEGEND: FOU J LU FENCE 1.12 X � �I ' pQ WAT I rn O �I N. OF cp Of w 000 FIRE Cn CN ° I z ^ Q 56 ® WAT Cn Ld � 1 353,415 1J ; I Llo I SET NAIL SHED MAIE 00 00 z w cn30' M I � SIGr I W z 30' s° I 63 Z LOT 25 353.040 LLl SET NAIL I PON I Q a I I ® JUN I LIGF 0 . U') O I N LOT 24 GUY ~ I EX. GARAGE TAX LOT 722780-1690 w I EX. CB W/ BEEHIVE I (� 2800 N.E. 12TH STREET RIM=351.33 z i0 FF=353.22 CD I o TELE INV=348.58 (TOP 15") I a U') I © GAS INV=347.43 (15°PVC-W) ° zl EX. STORM MANHOLE Q I ° © POV RIM=352.26 I = ° I ° ° � s CON INV 343.73 (18"PVC-N) ° 6' WOOD FENCE ASP INV=343.46 (15"PVC-E) I SWALE I d °a ° d° DECK INV 340.29 18"PVC S ° °^° 2.37' E. OF _ I TREE LEGEND: ° TR ad° a EX. STORM MANHOLE I ° d RIM-352.10 EX. HOUSE ° I d 1O'X1O' UNDERGROUND FIR INV-340.17 (18"PVC-N) I FF=355.25 ° ELECTRIC EASEMENT INV=340.05 (18"PVC-S) EX. CB KC REC NO 8209080258 I RIM=351.97 CED EX. CB I INV=348.97(W) RIM-351.71 ° M DECK INV=348.96 (12"ADS-N) ° ° CHE INV=348.91 (12"ADS-S) d °a ° 3' WOOD ° ° 10 FENCE 4 °4I TREI EX. SSMH 12" ° RIM=352.20 o 14 S88°57'04"E 135.00' ©� INV=338.25 (8"CONC-N,W&E) O ° -- I 11 if° WM : ° d. s: s ° 9,IN INV=338.05 (8 CONC-S) d 44 a $ d - ( EX. CB 67 i S S I S S S' S. S S S S S. S S RIM=352.82 �� �q� �/ �// �// S � FULL OF WATER 326.430 EX, g" 'WATER PER RENTON CIS W W W W APPROX: LOCATION EX. 8" WATER PER R NTON GIS W W - - W W W W W FND Mlc S N.E. 12TH STREET EX. STORM MANHOLE E' X. 16"' WATER PER ATON CIS W V W W V1/ / W W W W W � RIM=353.70 - - - APPROX. LOCATION -EX. 16 WATER PER RENTON CIS - W W W UNABLE TO OPEN ��// S88°5704E 310.00' CITY OF RENTON EX. STORM MANHOLE p CONTROL POINT 57 RIM=351.99 N6 SD SD SD SD SD SD SD N SOD SD SD 0 UNABLE TO OPEN FNDNMt9SE SD SD SD SD SD S SD SD SD S cv I • EX. CB SD SD SD S� SD SD SD S[} SD SD SD r_EX. STORM MANHOLE RIM=353.41 cv RIM=351.39 -� EX. MANHINV=350.19 (8"CONC-SW) OL RIM=352.22E _ INV 341.87 (12"CMP-SW) F EX. STORM MANHOLE _ INV=339.22 (244 MP -NE) INV=352.38 INV=338.82 (36"CM-E&W) I INV=348.23 (8"CONC-NE) INV=348.13 (12"ADS-NW) INV=339.83 (24"CMP-N) Know what's below. Call before you dig. Encompass SURVEYED: ENGINEERING & SURVEYING DESIGNED: Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 DRAWN: Eastern Washington Division 1 1 AS-BUILTS KMR 05122123 KMR CHECKED: 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. I REVISION BY I DATE APPR APPROVED: w z w z w > Q a w x w z 0 w z - w z Q z rr z Q Q Of w cn = U_ z 0 w w NE 13 ST SI TE NE 12TH ST VICINITY MAP N. T. S. LEGAL DESCRIPTION: LOTS 25 AND 26, BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, RENTON-WASHINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, IN KING COUNTY, WASHINGTON. MArl /A A. NA VD 88 BENCHMARK: n O O CITY OF RENTON SURVEY CONTROL NO. 1843 FOUND 1/8" BRASS PIN IN A 4"x4" CONCRETE POST MONUMENT (WITH BROKEN EDGES) DOWN 1.1 FEET IN A MONUMENT CASE AT THE CONSTRUCTED 00 CENTERLINE OF N.E. 12TH STREET AND MONROE AVENUE N.E. (TO THE NORTH) O ELEVATION=425.15 FEET BASIS OF BEARING: S8854'27"E LINE BETWEEN CITY OF RENTON CONTROL POINT 57 AND CITY OF RENTON CONTROL POINT 1843 INSTRUMENTATION: CL INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. CITY, -OF RENTON 65�TROL POINT 424.954 1843 IC C 0 R BM 1843 h' 49917 9 �w �GISTEV- �4 JIVAL LANO'�� 5/22Z23 AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITR AS OF 05/22/23 (DATE SIGNED) BY- KEVIN M. REESE -� �- 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR 408203 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE.• DATE., SDM 1 „ _ 20, HORIZONTAL• W198311991 CITY OF 28 HUNDRED UNIT L 0 T SUBDIVISION 1211312021 NEM flELDB00K: N/A RENTON PAGE: NIA TLK ONE INCH DATU M V43• DRAWING N0: NEM AT FULL SCALE Planning/Building/Public Works Dept. BOUNDARY & TOPOGRAPHY SURVEY 1666.3 IF NOT ONE INCH SCALE ACCORDINGLY NEM SHEET 3 OF. 12 0 I N