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HomeMy WebLinkAboutP_Approved_Composite_Utility_190122_v1.pdfC3) T C'7 I O I 0 W I- J n z O I - z W rr T T Lu Lu Cl) V ) A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON YARD DRAIN #1 D GRATE=512.53 IE=509.53, 6"(S,NW,E) (PRIVATE) I 40LF., 6" PVC CSS=2.03% 0 (PRIVATE) YARD DRAIN #2 49LF., 6" PVC ©S=5.55% i i GRATE=512.59 (PRIVATE) i 1 i IE=510.34, 6"(S,N,E) 1 i i (PRIVATE) 71 LF., 6 PVC CSS=0.85% CB 20 TYPE 1 GRATE=512.56 I (PRIVATE) IE=506.81, 6"�N) i YARD DRAIN #3 0 IE=504.81, 12'(S) GRATE=512.29 1 (PRIVATE) i 1 i i IE=510.94, 6"(S,N,E) + II (PRIVATE) �� 0) o YARD DRAIN 4 a `\ o GRATE=514.67 \\\\\ \\ ---------�------ -------- IE -513.47 , 6"(S,NE) 9r z (PRIVATE)16 iI s I I _ v, CTI \LOT STUB LOT STUB IE=51 1.02, o C/)\` 6 IE=513.84, 6 ' I D I I LLQ oo------------- I �I comss? m 1?G z � rn m0 I I m C I I U ty 0N0) mz O� cm-) 00 IQ -1 0 I o I 1 -� U' ca Li 1 �1 Ln< rnLd m I 1 1 I 10' FRANCHISE UTILITY s� 1I I EASEMENT, TYPICAL ?8 15' PUBLIC SEWER EASEMENT STREET LIGHT (TYPICAL) - - - I --------------- I SHADOW AVENUE NE ' 12 /, 20' W --- ATER MAIN EASEMENT TO WD #90 I I 3 g � SD I I 1 5 1 I SD ----- WM--- --r-- SL -�--L---------------------T- -T WM-------------- < �` �c,-.-, ------ 7 .-,-, • T �- �. s� - - - -�- o - - - - _T _ _ -ISS -- - - ---- ----------- -- - ,-,--,-, \ X11 � WM Rs, 2 I -I I SS -I _I SS r 1 \ \ ----- - - - --- 7------- ' I I 1 ---------- - L�ti _ . .......... I I I 1 - � �• � �, - �'. �- / SQA 8 --------------------- 11 D - Y I L._.- I S -D.-.-.-.- ------- ...... - - - - - - - - - - - •.-.-. 7 I � I 20' PRIVATE STORM 20' PRIVATE STORM I I 1 EASEMENT, TYPICAL EASEMENT, TYPICAL I i I I 1 I �.f 1 CJJ I I Q -I---� iC/) 1 I FTI IF J. L- ' I I I I I 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. oF was OF•`�' HlNGTO 27460 SS�ONAL '� 12/12/2018 15' PRIVATE STORM EASEMENT (TYPICAL) 7 6 I• C 5 m m 4 REVISED PER CITY COMMENTS a C REVISED PER °� C3 N N 2 REVISED PER CITY COMMENTS DD N �I \ ----- ------------ 4I ?o CHECKED: 4 SSS rr >� ��, �f6l�ll •sr p Z74 Q �7 f" 'v W _< r x Seo 1.1 508.4-507.7 o o p m 2j N ' �O co � O. - �S1 9 76 I. • °� D1 C0 00 F -I W W ID7 W rO O 508.8-508.2 o .� I� S ° 1.8' 0� o ° 110LF., 6" PVC ©S=2.28% I C) 7 9 � N 11 (PRIVATE) 509.9-509.3 513.5-512.8 0.5' 12 517.3-516.3 S 4 E "O' IIs SII► Ir ?� . 4 13 I . s� ° ° �,9 10' PRIVATE STORM - 14 X . 513.6-512.9 EASEMENT, TYPICAL 15 515.5-514.5 x o 508.9-508.2 Fl� 16 509.6-509.1 501.9-501.2 - < I 515.6-514.9 0 - 14 SII 0.5' I s 0) o YARD DRAIN 4 a `\ o GRATE=514.67 \\\\\ \\ ---------�------ -------- IE -513.47 , 6"(S,NE) 9r z (PRIVATE)16 iI s I I _ v, CTI \LOT STUB LOT STUB IE=51 1.02, o C/)\` 6 IE=513.84, 6 ' I D I I LLQ oo------------- I �I comss? m 1?G z � rn m0 I I m C I I U ty 0N0) mz O� cm-) 00 IQ -1 0 I o I 1 -� U' ca Li 1 �1 Ln< rnLd m I 1 1 I 10' FRANCHISE UTILITY s� 1I I EASEMENT, TYPICAL ?8 15' PUBLIC SEWER EASEMENT STREET LIGHT (TYPICAL) - - - I --------------- I SHADOW AVENUE NE ' 12 /, 20' W --- ATER MAIN EASEMENT TO WD #90 I I 3 g � SD I I 1 5 1 I SD ----- WM--- --r-- SL -�--L---------------------T- -T WM-------------- < �` �c,-.-, ------ 7 .-,-, • T �- �. s� - - - -�- o - - - - _T _ _ -ISS -- - - ---- ----------- -- - ,-,--,-, \ X11 � WM Rs, 2 I -I I SS -I _I SS r 1 \ \ ----- - - - --- 7------- ' I I 1 ---------- - L�ti _ . .......... I I I 1 - � �• � �, - �'. �- / SQA 8 --------------------- 11 D - Y I L._.- I S -D.-.-.-.- ------- ...... - - - - - - - - - - - •.-.-. 7 I � I 20' PRIVATE STORM 20' PRIVATE STORM I I 1 EASEMENT, TYPICAL EASEMENT, TYPICAL I i I I 1 I �.f 1 CJJ I I Q -I---� iC/) 1 I FTI IF J. L- ' I I I I I 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. oF was OF•`�' HlNGTO 27460 SS�ONAL '� 12/12/2018 15' PRIVATE STORM EASEMENT (TYPICAL) 7 6 AS -BUILT REVISED ROCKERY TO SAVE TREE 5 REVISED VAULT PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. I REVISION 0 AS -BUILT 12-12-2018 DLO 12/2018 DLO 9/2018 DLO 6/2018 SEWER SURVEYED: TERRANE SURVEYING DLO 2/2018 506.5-505.9 DESIGNED: D.L. OFFE, P.E. DLO 1/2018 DLO 9/2017 / 9 DRAWN: D.L. OFFE, P.E. DLO 2/2017 ?o CHECKED: BY I DATE I APPR I APPROVED SCALE: 10' FRANCHISE UTILITY EASEMENT, TYPICAL v V N ' rn ° NOTE: 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 RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 CROSSING STORM SEWER 1 509.7-508.4 _ _ _ _ _ _ _ _ 506.5-505.9 off. o p • 0 0 x 506.6-506.0 9 ° CO Ia9N.° ° mfTI° O ?o 4 C. "i rr 507.5-506.9 •sr p Z74 Q �7 f" 'v I� C9 6 512.1-51 1.1 508.4-507.7 7 511.3-510.3 2j N ' �O co � O. SEPERATION I. • °� 511.4-510.4 508.8-508.2 o .� 9 ° 1.8' 2� o ° 10 515.3-514.3 .9 9S 0 510.7-510.0 11 - 509.9-509.3 513.5-512.8 0.5' 12 517.3-516.3 S 4 E "O' IIs SII► Ir ?� . 4 13 I . s� ° ° �,9 II - 14 X . 513.6-512.9 15 515.5-514.5 - 508.9-508.2 Fl� 16 509.6-509.1 501.9-501.2 - ° 515.6-514.9 0.5' 513.8-513.1 SII 0.5' °• N - 5.6' - 7.2' / J I °p W N - ° 1 �I ° QI g ° 0, ° A r m 1 ° , ;. ° m rn ° 0 c ° I CD ° . N 9 e �) D) •. W .° ° p p. CA) ` A ° ° °° ; ° D II r*1 ° St S •.°• Z' p C1.��. N. N O m o ' I ° I p o �.. •N .. ° N' ° s, ° NOTE: 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 RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 CROSSING STORM SEWER 1 509.7-508.4 _ _ _ _ _ _ _ _ 506.5-505.9 2 - x 506.6-506.0 3 510.6-509.6 O - 4 510.8-509.8 s 507.5-506.9 5 511.4-510.4 - I� C9 6 512.1-51 1.1 508.4-507.7 7 511.3-510.3 a - SEPERATION 8 511.4-510.4 508.8-508.2 J 9 515.1-514.1 1.8' - 509.1 -508.4 10 515.3-514.3 510.7-510.0 11 - 509.9-509.3 513.5-512.8 0.5' 12 517.3-516.3 S 4 E "O' IIs 513.3-512.6 6'S 13 517.1-516.1 0.5' - - 14 515.0_514.3 513.6-512.9 15 515.5-514.5 - 508.9-508.2 3.5 16 509.6-509.1 501.9-501.2 m O O O Cfl w GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 010 CONSTRUCTION RECORD DRAWING _ _ _ _ _ _ _ _ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED x 4b..' BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED O INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD s O VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., I� C9 ON DECEMBER 10, 2018. THE ON-SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE --PA WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED a WATER SEPERATION e - 1.9' J 509.1-508.4 1.8' IS, 509.1 -508.4 ° ?E 0.5' - 2.3' RECORD DRAWINGS R-391911 509.9-509.3 0.5' - S 4 E "O' IIs 2.7' 6'S 509.8-509.1 0.5' - 1.6' 513.6-512.9 0.5 - 3.5 515.9-514.9 1.4' - 3.0' 515.6-514.9 0.5' 513.8-513.1 0.5' - 5.6' - 7.2' GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF PRI RENTON LNUOr- Planning/Building/Public Works Dept. RENTON 14 PLAT KENDALL HOMES, INC. COMPOSITE UTILITY PLAN 6201 NE 4th STREET I- Q J n DATE: T 12/12/2018 FIELDBOOK: z PAGE: O DRAWING NO: z SHEET: OF: Lij 11 2 Q CJ Ir CONSTRUCTION RECORD DRAWING _ _ _ _ _ _ _ _ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED x 4b..' BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD s ? 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 --PA WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED a e PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. 8 IS, o ° ?E ° RECORD DRAWINGS R-391911 S 4 E "O' IIs 6'S IN COMPLIANCE WITH CITY OF RENTON STANDARDS p ° 2 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF PRI RENTON LNUOr- Planning/Building/Public Works Dept. RENTON 14 PLAT KENDALL HOMES, INC. COMPOSITE UTILITY PLAN 6201 NE 4th STREET I- Q J n DATE: T 12/12/2018 FIELDBOOK: z PAGE: O DRAWING NO: z SHEET: OF: Lij 11 2 Q CJ Ir