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Home My WebLink AboutR-419502Ln O W F_ I I 3' CHN LNK FNC I / N09Y'43'W Le I SW42'37•E 40.01' • GRASS ASPHALT ROADWAY • IL ASPHALT ASPHALT A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE GAS MARKERS I j ` 14 6 � fS'Z "OLYMPIC PIPE LINE' SANITARY SEVER AT,{NR� RIM=416.46 IE=409.2$ BPIC N 6� � _ I S IE=409.24, 81PVC S a�`�'� � � W E3 • ° I Seel'4S'28'E 38a28' I W _ "rl - o -F9G- ol- 0-0 - o - o - o o - - NE 9TH PL oxJ,,FOUND 2' BRASS DISK IN CASE 8 CHN LNK o N ""� c' �' u1K ,� ° 0 -.Y<- ° - __ O SS SS LADDGT'dS� x x I VI 0.06' EAST OF CALCUURD CE47:RLINE O W /;O m g j N\ SS SS sS Ss (02106,12020) 4 g 3 _-MaN sue\ SANITARY SEVER MANH(AE (7s\6 ms i / P.18M=412 N351REET 5CN gE=414. 8'PYr; E NE=414.f, 6PYCSz STORM CATCH BASIN33" CEDAR RP=12 z x' a w \ 1 E=4140Q BPYC NW I'. o / c FLOW EAST TYPE N 416.�f3 STORM CATCH BASIN RIM=417.65 II g m \ LADDER sOUTHKEsr E=aSsi f 8•CONC E Ub u I s / g / z/ c N\ I w E=41236, 12"(Y'PE UP z c% �] / g\ o I E=41235 12'CPP SSE T i-•• w� P= 3 E=41.154 8'CONC W zi I � j tj,�" j / / pk�\ \ i E=4127Z 6PYC Sw TRAFFIC SPEEDO CAMERA s o I w I- ^. // /g `, \ I\ ` x LADDER SOUTH \\ 41.9 v " N / / / z ; \ STORM CATCH BASIN \ ', ! CD . 6' WOOD FENCE \ \ RIM=416.30 JJ \ cN Ni' ^G : \ E=41259 12 CPP N �� Q i / / g \ \ \ \ \ \\ g g I E=4f25$ 121CPP W STORM 16.27 TCH BASIN I E=413.,K 61CONC SE \ STORM MANHOLE E=411.6, 12PlC N 06, f2PYC NE E=411.24 121PIC S E=41293, 61CONC NW N J I I LADDER EAST 8' CHN LNK FNC 6' CHN LNK FNC C WA RSRW0T1D1�r=aWL7VAULT . $ \ \ \ \ \ \ \ - �2� � _ _ _ / / \ \ :LOW CONTROL STRwxwi\ 12. h T M��\ 1 " UP IE=411.1.T 15•CMP ENE \ .... -G APEX 4 s MPE G G _ \ \ , IE 16 ' 0 171'11ED ST1E PIPE=4fA17 i _ \ \ \ \ \ \ - 80,= LIP OF SIDE PIPE=41,179 I ` \ \ / / / , I 1 \ \ �: / - \ WATER EL=411.47 SANITARY SEWER MANHOLE \ i z / RIM=416.94 N \ IE=40&31, 8PIC N IE=408.15 E 6' CHATOP N UNK G WALL BOW EAST BPYC LADDER SWTHWEST+ v I ��N j J �w P it A Decommissioned Septic ITank Location I O �l 1 I _ 70 RIM I'ID I 05 g A / I I I 6' CHAIN LINK I I�++ A WALL . C[W(: / I v I c I \ / Z / J J / / CDNC PATH CONC. PATH STORM LATCH BASIN / STREET LIGHT;- S I J� I A / J / / TRAFFIC LIGHT PED. CRW LIGHT, \ / I Af81 PEILYZOSS SIGN FAPE RACY( I c% I m b'I I o •� m o / �\ B" CHN LNK FNC O UP BLEACHER / I� \\ UP CONC PA114 I / I 0 V WOOD FN 2' WOOD FNC ' -L7---0-- ---" 0---0----G-0-- -�- j' >I/ ASPHALT 2 mmms I 4 0 I _ a NE 7TH ST - -1'32 C IS& ' 7L 08898000040 / I i STORM MANHOLE) / bq' / / / / / / / 0111=41291 E=::49, 12'CPP N E=40&34, 15'CPP S E=410.79 SPYC W / \ I Ir N � / STORM C)CFI BASIN J 7L 0923050115 iI IE=41aT % 8-CONC E LAN CHN LNK FNC L9/i FENaI 7L 0923059235 CAURCH T (TIP.) STORM CATCH BASIN RIM=411.06 E=409.43, 61CONC SE RECOMMENDED CONSTRUCTION SEQUENCE: SENER IE=404.87, CCWC N IE=404.87, 8-CONC E 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. IE=404.IE=4040L 81CONCS 9J 81CONC W FLOW SOUTH � 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. LADDER souTHEasr STORM MANHOIE- RI11=411.47 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE E=4076Z 12•CONCN E=407.47, 12'CCHC S APPROVED PLANS AND/OR PERMIT CONDITIONS. 4. CONTACT CITY INSPECTOR (AND OWNER'S REPRESENTATIVE) TO INSPECT AND SIGN -OFF ON CLEARING LIMITS PRIOR TO ANY CLEARING. 5. INSTALL INITIAL EROSION CONTROL PRACTICES; GRADE AND INSTALL CONSTRUCTION ENTRANCE(S), INSTALL PERIMETER PROTECTION (SILT FENCE, STRAW WATTLES, BRUSH BARRIER, ETC.), CONSTRUCT SEDIMENT PONDS AND TRAPS (IF REQUIRED). 6. CONTACT CITY INSPECTOR FOR INSPECTION OF INITIAL EROSION CONTROL PRACTICES PRIOR TO COMMENCEMENT OF GRADING ACTIVITY. 7. CLEAR, GRADE, AND FILL SITE AS OUTLINED IN THE CONTRACT PLANS AND SPECS WHILE IMPLEMENTING, MAINTAINING, AND ADJUSTING AS REQUIRED THE TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES AT THE SAME TIME. 8. INSTALL PROPOSED UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS. 9. INSTALL PERMANENT EROSION PROTECTION (IMPERVIOUS SURFACE, LANDSCAPING, ETC.). 10. CONTACT CITY INSPECTOR FOR APPROVAL OF PERMANENT EROSION PROTECTION AND SITE GRADES. 11. REMOVE TEMPORARY EROSION CONTROL METHODS AS PERMITTED BY THE CITY INSPECTOR AND REPAIR PERMANENT EROSION PROTECTION AS NECESSARY. 12. MONITOR, MAINTAIN, AND RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. CLEAN STORM WATER CONVEYANCE SYSTEM (ON -SITE AND DOWNSTREAM) OF ALL SEDIMENT AND DEBRIS TO THE SATISFACTION OF THE CITY OF RENTON. ENSURE OPERATION OF THE SYSTEM. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED AS APPROPRIATE. 3 oa Z SANITARY SEWER MANHOLE / RIM=416.04 E=40805, SPMC N TR C L E=407.73, BPYC S 'FIE=407.78, 811PYC W FLOW SOUTH \ 0 LADDER EAST a I I NE 9TH ST K 57 Lu Q O151 FN �• Ix R�p9 4 5. o ASS. 30' I %'I T ILIII 11_q-3• FILER 01P. MON / i 13' SANITARY SEWER MANHOLE RIM=414.22 I N E=40zlz BPIC N E=40ZI4, 81PYC E E=407.09, 81PYC S FLOW SOUTH LADDER NEST SS SS SS - x h/ 4' CHAIN LANK FENCE STORM CATCH BASIN RIM=41,1111 E=409.81, 61CONC E E=409..35 8'CONC W 1P 3" RP-3 Sft CATC\11. R81=411.52 3 SID IE=41O17, 6-CONC SW O I I STORM CATCH BASIN SOLID LO 4 RSl=4f3.79 N E=4f0.14, CC= NE cD E=410.49, 67PVC S II I�13. E=409.89, BPIC SW 8" RP=7 TRAFFIC LIGHT, In I PEA CROSS LIGHT, Q C5 P-CROSS SIGN I b0 NOT D DO NOT 3 I N TER .6 12.81 U) 41 30' (D 3d 3 v,0� \_6" RP-6.5 )ZO _LL a V �I .WE LAA k8' RP-10 f II IIII�� a I 3 III C.D SANITARY SEVER MANHOLE RAM=41200 IE=406.36, 81CONC S IE=406.40, 81CONC NW . LADDER NORTHEAST 3 I 1 QNI �7 7- RP-8 In O 7 7 zUJI N I 3 BUS STOP• 20 MPH' 1145 I I Q SCHOOL ZONE I1ANDC4MERA v jI 4V9 I 8" RP-9 � 3 SANITARY SEVER MANHOLE N RI11=41203 30' I IE=4O5.5.T 8-PVC N IE=405.51, BPIC SW FLOW SOUTHNEST > LADDER EAST STORM DITCH BASIN S I RIM=411.04 IE=40877, 61CONC SE 411 IE=408.35 8'CONC S 4 .90I III IE=4086b 8'CCY4C N N W SZCATCH BASIN RIM=411.03 �S SS E=409.21, 61PW NW Q E=408.9Z M NE I U SANITARY SEWER MANHOLE RIM=411.58 E=4055Z 8'CONG N o E=40535, 8PIA; NE E=405.27 61CON6 E 8TH ST E=405,23 81CONa S f7s J� aS E=40SQ, 61CONC, NW P - LAOW SOUTH LADDER EAST FOUND 1.75' BRASS DISK IN CASE STORM CATCH BASIN W IH PUNCH, DOWN 0.4't RIM=410.(02/06/2020) IE=407. 81CONC N HELD AS CO.R. CONTROL PT. 11848 IE=407.6 8'CONC W SS SS SS SS SS SS SS SS SS IMPORTANT EXISTING SITE CONDITIONS DRAWING NOTE: THIS EXISTING SITE CONDITIONS DRAWING REPRESENTS AN APPROXIMATION OF THE EXISTING SITE TOPOGRAPHY PRIOR TO CONSTRUCTION OF THE PROPOSED WORK. EXISTING SITE CONDITIONS SHOWN ON THIS DRAWING ARE A COMPOSITE OF TOPOGRAPHIC SURVEY DATA COMPLETED IN EARLY 2016 BY PACE ENGINEERS AND RIGHT-OF-WAY TOPOGRAPHIC SURVEY DATA COMPLETED IN EARLY 2020 BY SITTS & HILL ENGINEERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BRUCE DEES & ASSOCIATES CANNOT BE ASSURED OF ITS ACCURACY, AND THUS CANNOT BE RESPONSIBLE FOR THE ACCURACY OF THIS EXISTING SITE CONDITIONS DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS EXISTING SITE CONDITIONS DRAWING ARE ADVISED TO OBTAIN INDEPENDENT FIELD VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ACTUAL AS -BUILT EXISTING SITE CONDITIONS MAY VARY FROM WHAT IS SHOWN ON THIS PLAN SHEET. (NOTE: TOPOGRAPHIC SURVEY PLANS FOR BOTH 2O16 AND 2020 HAVE BEEN INCLUDED FOR REFERENCE). 0 20 40 80 GRAPHIC SCALE r ^ C C -,mE v J OJm g wy N O6 C O m N m � m C 0 �a Q 3 U � L) E U Q Q� 4 o � C U Ip V J C C N N I I I 0 0 W W Z Y U Q �11■1 Cl) W Z O H O O -) �J a •� p V r2 LU F_ v / rz' O a z !"1 x w .F.4 GOm2 R-419502 Sheet 2 of 40 CONSTRUCTION SET CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-G0.1-G0.3.DWG // Plotted: 4.13.22-18:36 By.(sjensen) BID #: