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HomeMy WebLinkAboutR-391911► 61119 O T O C'7 i O i 0 J n z O I— z W rr T T Lu W 2 A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON X X YARD DRAIN 1 0 I. �'R�o 'so >'ss� e I I I GRATE=512.53 f . l i IE=509.53, 6"(S,NW,E) i. �';' 0) I i l i (PRIVATE) c O N N Z)1 40LF., 6" PVC ©S=2.03% 0 I W '. >--------------- (PRIVATE) s'ss �:'�zcn u w I0- l�IIIIIIIIilIIIIII —II iI II ------- —__-_—_—-_-- --IIIIII I I I II I I �`IIII II yI� — —r---i --•I-S-_. S--.-,_.-a�--it: -w ----I=I-- I►-EmI-I - .I- -�L—I--- -------------------------/--/- _- _ ----I ---- , --I---- _ S �II ; \ _�o►fi' �� — —:1 5.I ;coI \ ---- sm YARD DRAIN 2 49LF., 6PVC CS=5.55% oCO o .61 ooCO 9 �C' rx(PRIVATE) IE=510.34, 6 (S,N,E) o(PRIVATE) 61 O 71 LF., 6 PVC ©S=0.85% CB 20 TYPE 1 11OLF., 6 PVC @S=2.28%,& GRATE=512.56 (PRIVATE) (PRIVATE) I ' IE=506.816 �N) YARD DRAIN 3 °. IE=504.81, 12 (S) GRATE=512.29 10 PRIVATE STORM 2(PRIVATE) IE=510.94, 6"(S,N,E) EASEMENT, TYPICAL (PRIVATE) 14 coo o YARD DRAIN #4 D o-�a GRATE=514.67 IE=513.47, 6"(S,NE) T , (PRIVATE) 16 LOT STU BLOT SB IE=513.84, 6 ., --------------� w �wcn ILIJ cn °' mo mo(Aomz coco D-< p ca c m cnI w 10' FRANCHISE UTILITY EASEMENT, TYPICAL 15' PUBLIC SEWER EASEMENT STREET LIGHT (TYPICAL) SHADOW AVENUE NE -- 20' WATER MAIN EASEMENT 2 TO WD #90 SID 9 151 _ S I 1 WM WM ------ — — — o T------------T— ------ _ _ _ T11 WM — — ----------- - D 17 • III I � III — . I t 7 S�D II I I�iIII I I1 y �I 7. SD SD- — . — . — . — . — . H -- L -- / / • 10' FRANCHISE EASEMENT, TYPICAL 20' PRIVATE STORM 20' PRIVATE STORM EASEMENT, TYPICALEASEMENT, TYPICAL �ITI In FT­1 ITl L _J — ____ _ __I c. _LITY_ _ _ L.—.—.—.—.—.—.—. I 15' PRIVATE STORM EASEMENT (TYPICAL) s7s�� 5' SEPERATION BETWEEN MANHOLE AND STORM PIPE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 7 L 'WAsy��;�'�, 6 5 4 ° 27460 0 0,FSS 6NAL��' 12/12/2018 2 1 NO. AS -BUILT REVISED ROCKERY TO SAVE TREE REVISED VAULT PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS 0 AS -BUILT 12-12-2018 DLO 12/2018 DLO 9/2018 DLO 6/2018 SURVEYED: TERRANE SURVEYING SCALE: DLO 2/2018 DESIGNED: D.L. OFFE, P.E. DLO 1/2018 DLO 9 / 2017 DRAWN: D.L. OFFE, P.E. ONE INCH DLO 2/201 7 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M I I S2 �a�8 Vo 0 m OO.0c9 m0•l - ro p �i �o cd o. e° 2� _ z `9s c') Ob co °' o p. �9 SRO T I 1 Z ° ,e ° v, -p Z7 I p C��j a D � N m ? 1 m .cam "' / •'p.P C4- p 2? T. 1 T •p . � p. 1F VI I ??s 0 1 Fl� a Uj.n �• c c ? . rs p 0 p � ° p a m p Cn S , p s :°S ° a 9 ti 1�6s : A p S2R I• d: X p C7 ' a q can .s p. • p _DI alw (n. rn a ° osi.0 S .fix' p a C _; 1 S m m 1 �p O _ m n I A a. a C . S p ap n . �5-0 'a a n Li x p s ap II e" p �s �6' °�. 60 > �s U1 a 6' 6' -,70 X • s CITY OF PRI RENTON valsv Planning/Building/Public Works Dept. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO MO O RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. (D CALL BEFORE YOU DIG: 811 O O O O Q CROSSING STORM SEWER WATER SEPERATION 1 509.7-508.4 506.5-505.9 - 1.9, J 2 - 506.6-506.0 509.1-508.4 1.8' 3 510.6-509.6 - 509.1-508.4 0. 5' 4 510.8-509.8 507.5-506.9 - 2.3' 5 511.4-510.4 - 509.9-509.3 0. 5' 6 512.1-51 1.1 508.4-507.7 - 2.7' 7 511.3-510.3 - 509.8-509.1 0. 5' 8 511.4-510.4 508.8-508.2 - 1. 6' 9 515.1 -514.1 - 513.6-512.9 0.5 10 515.3-514.3 510.7-510.0 - 3.5 11 - 513.5-512.8 515.9-514.9 1. 4' 12 517.3-516.3 513.3-512.6 - 3.0' 13 517.1-516.1 - 515.6-514.9 0. 5' 14 515.0-514.3 - 513.8-513.1 0. 5' 15 515.5-514.5 508.9-508.2 - 5.6' 16 509.6-509.1 501.9-501.2 - 7.2' GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED NVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS R-391911 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. COMPOSITE UTILITY PLAN 6201 NE 4th STREET a J DATE: T 1 2/ K2/2018 z PAGE: O DRAWING NO: W 1 1 SHEET: OF:28