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HomeMy WebLinkAboutS-391901NOTE: d� TT V J COY) O 1 0 W CONTRACTOR TO RESTORE DISTURBED I- n z O z w rr Q0 T W W U) PLAT OF AMBERWOOD II SEWER AS -BUILT SHEET S-328405 REMOVE EXISTING SEWER CLEANO EASEMENT AREA TO PRE -CONSTRUCTION \ CONDITIONS AFTER SEWER CONNECTION x Cn 41 s o co ° s HOUSE s°s g u 6 006 —I1GQ ERY� x 507.9 S� 9 STA. 0+00 INTX' WITH BOUNDARY i t• ,, :•.t• t It• ItW It• it• It• It• it•i:. 4• t• t• it• �� 7i�'ri�'ri�'ri� r ri 4••t••t••t�•t� ri 7i�'ri� 7i� r • ri ri riri !Orl �r.r.r... • : ;t�;t•;t• ;t•;. 0 to 1;t•;t •;t•;t• � Iti� ;t•;t•;t• o I�i� 1� • ;t•;t•;t• ;t•;t•;t� �;t•;t•, �si:�it•it� ;t•;t•;t� � �7 II D 00 o± CP � A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON 15 SEWER EASEMENT AS RECORED ON THE PLAT OF AMBERWOOD II SSMH 1, 48" J °' SEE SHEET 17 m m A z is / / / \ 15' SEWER EASEMENT — — — — — — — — — — --T+77 III , tK Cn 0 90 (A CD 1 D 0 CA J �<1D EX. SSMH RIM=517.29 IE=507.42, 8" E)-IN NOTE: IE=507.32, 8' W)-OUT 110, rcn 7 9 z Ln CONTRACTOR TO EXPOSE AND AS -BUILT 6 EXISTING SEWER OUTLET FROM HOUSE ; < 00 PRIOR TO INSTALLATION OF SANITRAY SEWER � I� "1'6 rI SYSTEM SHOWN ON PLANS. CONTACT ENGINEER z � � OF LOCATION, INVERT ELEVATION, AND SIZE m 2 P "I', I', vwi� PRIOR TO CONSTRUCTION OF SEWER �'9 cnx s Iv UU 29'09" t 616.JT - / 72 s7) s7� sj 7 J r � 7 C7 x x o x S x s, s� AO I S x S 7s° SAS �s x/co /o. x x S, ss Co 1 I Q 0 L I x � 'sLQ I I fZ --------� I ram— can I 0- I I I 0 I I � I I 00 I N s LL_ ® ,1 I o Z/7 SSMH 5, 48"0 0 m D RIM=519.00 0 IE=511.05, 6" E -IN — N + IE=510.95, 8"�S�-OUT ®I I SHA A NUE NE ® ng 3+00 - 262LF. 8 PVC SS @0_=1.4%— - I � I SSMH 3 48" Am8" SSMH 4, 4 RIM=513.23 IE=506.26, 8 N)-IN 2- I RIM=514.12 IE=507.14, 8" N,-IN )OUT _ N �' D _ m IE=506.16, 8"� W)-OUT C IE=507.04, 8"IS) cn ' II D UT I �+ N+ 0 47LF. 8'' PVC ml C cc) � I SS @S=1.66% I 1 �� i Z Z I� ® p °° Cb � Ln SEE SHEET 17 0000 O j I INSTALL 6'' SIDE SEWER PER STD. PLAN #406.1 (TYPICAL) 4+00 40) —1 A. \O 07 / SEWER CLEANOUTS BEHIND SIDEWALK SHALL BE LOCATED IN EX. SSM 2'X2' CONCRETE PAD ADJACENT RIM-51 .36 TO THE BACK OF WALK. IE=5 6, " W (TYPICAL) =507a51 8"�E) �O � O x x s�o x S, Q 9° 9 S � l STA. 0+39 IE=513.48 0/ I PO I Q I --- I w w m �tK STA. 1 + 14 0 \10 N IE=513.51 5 5' TRACT C SSMH#7, 48" 0 RIM=519.93 IE=512.58, 6"P-OUT -IN IE=512.48, 8" I� I z I I s�� I 9 j 4 SSMH 6 48" ' I RIM=519.38 IE=512.13, 8" E)-IN RIM=523.0 IE=512.03, 8" W)-OUT E I=518.0, 6 I " -- � --- 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 SHALLOW SANITARY SEWER 0o I MANHOLES PER STANDARD PLAN #400.2 0 07 I O� I I I I I I 1 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. _o GRAPHIC SCALE + z 0 15 30 60 A 1� Ilk O C0 O O 1 Q J 01 0 520 I FINISHED PROFILE AT al m 520 ..............:...... CENTER:LINE OF ROAD . ........... ............... ............... ............... ............... ............... ..................... ............ ............. ............. .erg...... ............... :............. . 12" STORM 1 inch = 30 feet Q O I I 07 AS -BUILT 12-12-2018 o ............... ............... ............... ...... ...... ............... ............. .. ............. ............. ............. ............. 0 II ml 12" STORM 12" STORM I II 0 CONSTRUCTION RECORD DRAWING II THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED 12" STORM 7 A, 130LF, 8" PV I I BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED 510 / ,� C SS@S=1.45% Z D C SS@S, 07 I I 510 INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD ......................................................... .............. 0................. ............... ............ f .. 8 .. PV.. ..... .. ............... ............... .............. :.............................. .0.......:.... .....� ..:.............. ... .... 3..55. ......:.........I. I ....................:............... 262L ' z o I I VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., w I I I I ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE �g" PVC SSMH 5 48" "" o w EX. 8_' SEW WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED 47:LF O 0 > _ : _— — _ _ER . PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RIM=519.00 00 r7 0- SS @ S=1.66% IE=51 1.05, 6" E -IN °' 00 00 00 �5:-32840 �� ............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :............... :........... I.E= .10..95,.. 8. S .-O.UT .......:.............. �. �.N.� ... 07 SSMH 3 48"LO �L. �.0..��.�0................. - RIM=51,3.23 J II = � EX. SSMH RECORD DRAWINGS S 391901 °� SSMH 4 48" ���`'�`' �� �LII LII RIM=517.29 IE=506.26, 8 N)-IN Z N m w w IE-507.42, 8" E)-IN IN COMPLIANCE WITH CITY OF RENTON STANDARDS IE=506.:16, 8 jW)-OUT RIM=514.12 A IE=507.32, 8"jW)-OUT 500 IE=507.14, 8 N,E)-IN SHADOW AVENUE NE — .......................................................................................................................................................................................................... ...............;...07 ... ... ............. ............. ............. ............. ............. ............. IE=507:g4; .8„ S}-OUT.......... NE 3rd COURT 500 HORIZONTAL SCALE: 1 "=30' 3+00 4+00 VERTICAL SCALE. 1 "=5' Q 0+00 1 +00 2+00 J 7.............. ............... AS -BUILT............................. DLO ..12./2018........................;............... ;...............;...............;.............. ............. ............. ............. pay, 6 REVISED ROCKERY TO SAVE TREE DLO 9/2018 5+00 6+00 OFFS ENGINEERS ��oF�WASy,N�To 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 sT RANE SURVEYING SCALE. HORIZONTAL: AVD 198,ss, DATE. T �� y. 4 REVISED PER CITY COMMENTS DLO 2/2018 CITY OF RENTON 14 PLAT 12/12/2018 13932 SOUTHEAST 159TH PLACE Ao _ >� DESICND.L. ONE, P.E. FlELDBOOK: 3 REVISED PER CITY COMMENTS DLO 1/2018 RENTON KENDALL HOMES, INC. PAGE: RENTON, WASHINGTON 98058 2 REVISED PER CITY COMMENTS DLO 9 2017 DRAWN: D.L. OFFE, P.E. DRAWING N0: PHONE: 425-260-3412 27460 ONE INCH WASTEWATER PLAN &PROFILE ��`��c/STE���`�0 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. z CONTACT: DARRELL OFFE, P.E. FSS�ONAL�APPROVED: SCALE ACCORDINGLY 6201 NE 4th STREET SHEET: OF: w 12/12/2018 N0. REVISION BY DATE APPR 16 28 Ir