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LO A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE r ^ Cc E N N C � C N -2� N� O L m � 3 c O w �U CITY OF RENTON OFFICIALS ❑ CONFORMS TO DESIGN CONCEPT m zE El CONFORMS TO DESIGN CONCEPT WITH SUBCONSULTANTS: W O Q I.IJ REVISIONS / NOTATIONS AS SHOWN w C� r CITY MAYOR CITY OF RENTON PARKS PLANNING ❑ NON-CONFORMANCE -- REVISE & RESUBMITBRUCE c/� a Civil Engineers: �4 Q J3 THIS SHOP DRAWING / SUBMITTAL HAS BEEN REVIEWED FOR ARMONDO PAVONE AND NATURAL RESOURCES ® GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES Sitts &Hill Engineers, Inc. NOT RELIEVE THE FABRICATOR / VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS AND SPECIFICATIONS, ALL KELLY BEYMER, COMMUNITY SERVICES ADMINISTRATOR OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING/SUBMITTAL. DEES& 4815 Center Street COUNCIL MEMBERS LESLIE BETLACH, DIRECTOR Tacoma, WA 98409 ALAN J. WYATT, PROJECT MANAGER BY Mike Faulkner DATE 09/13/2023 ANGELINA BENEDETTI Phone (253) 474-9449 RANDY CORMAN ADMINISTRATIVE OFFICES BRUCE DEES & ASSOCIATES Contact: Don Davis, PE RYAN MCIRVIN RENTON CITY HALL ASSOCIATES N m VALERIE O'HALLORAN 1055 S. GRADY WAY Elect. Engineers: Q N RUTH PEREZ RENTON, WA 98057 LO LO \ \ Q ED PRINCE PHONE: (425) 430-6600 Landscape Architecture • Urban Design Stantec Q N KIM-KHQNH VAN o V 0 Site Planning • Recreation Facilities Design 720 Olive Way, Suite 1400 Seattle WA 98101 � z Y Ld 222 E. 26th St., No. 202, Tacoma, WA 98421 (253)627-7947 ao o Q ao www.bdassociates.com info@bdassociates.com Phone (206) 224-3667 Contact: Shawn Jensen, PLA, ASLA Contact: Chris Fote, PE ti N Co N u-00 �o O0W WZ_N MC,Q W i, z �N0 cno (1-jg W�m 3 of � X W m m a N Lv N Q 00 O W N Z I SET OCUMENTS FOR. In d Z N W O - H Z N ILLI > O 0 a w 110[ 1 iAfj I I I is I AOL Ft 1011111 1;t 4: If 1E I I 1E 11 ir 0 NT0 � � O0 rn\ I N0VN R OE O 9 9 01 C-TY 0 RE_ I ZF_\� F-1 "oo AA 9 VICINITY MAP LEGAL DESCRIPTION SYMBOLS CONTENTS Vtlid(� A; P'Irx PER KING COUNTY ONLINE PARCEL VIEWER (KCGIS CENTER) NO. SHEET DESCRIPTION AND KING COUNTY DEPT OF ASSESSMENTS SEARCH DATE. JUNE 29, 2020 SECTION & DETAIL CALLOUT 1 GO.1 COVER SHEET PROJECT SITE PARCEL 162304-9104 2 GO.2 EXISTING SITE CONDITIONS POR OF NW 114 OF NW 114 OF NW 114 DAF -- BEG AT SECTION LETTER 3 GO.3 COMPOSITE SITE PLAN . k 815 Union Ave NE NE COR SD SUED TH S 298.124 FT TH W TO E LN OF DES 4 SV-1 TOPOGRAPHIC SURVEY 2016 1 of 4 �* MOINES WAY S TH NELY TO N LN SD SEC TH E ALG S O 128TH ST TO POB LESS STS TGW POR VAC ST ADJ PER A 5 SV-2 TOPOGRAPHIC SURVEY 2016 2 of 4 SEATAC VAC ORD #09-1002 REC #20100225001310 L3.6 DIRECTION of CUT 6 SV-3 TOPOGRAPHIC SURVEY 2016 3 of 4 p 4-) H 7 SV-4 TOPOGRAPHIC SURVEY 2016 4 of 4 � �i0 W PARCEL 162304-9412 SHEET REFERENCE p.� LLJ W 243.06 FT OF NE 114 OF NW 114 OF NW 114 TGW E 8 SV-5 ROW & TOPO SURVEY 2020 1 of 1 Z 36.28 FT OF W 279.34 FT OF S 332.15 FT OF NE 114 OF 9 D1.1 DEMOLITION & T. E. S . C . PLAN - GRID ' 1 ' (n Gv-nR o.�on NW 114 OF NW 114 LESS N, S & W 30 FEET OF SAID NE 10 D1 .2 DEMOLITION & T.E.S.C. PLAN - GRID '2' ~ - w 114 OF NW 114 OF NW 114 LESS PORTION LY NWLY OF 11 D1.3 DEMOLITION & T.E.S.C. PLAN -GRID '3' �i W = { < ARC OF CIRCLE RADIUS OF 25 FT TANGENT TO NLY & WLY DETAIL CALLOUT i•� Z t 30 FT EXCEPTIONS 12 D2.1 T.E.S.C. DETAILS & NOTES �� PARCEL 162304-9110 DETAIL NUMBER 13 C1.1 LAYOUT & MATERIALS PLAN - GRID T p;•� ° O POR OF NW 114 OF NW 114 OF NW 114 LY ELY DES 14 C1 .2 LAYOUT & MATERIALS PLAN - GRID 2 �' V / ��Park ,w MOINES WY S & S OF S 129TH ST & W OF 18TH AVE S & 15 C 1.3 LAYOUT &MATERIALS PLAN -GRID '3'p� � .� o"' NLY OF S 130TH ST TGW POR VAC STS ADJ PER SEATAC 2 VAC ORD #09-1002 REC #20100225001310 L32 16 C2.1 GRADING & DRAINAGE PLAN - GRID 1 PARCEL 739140-0005 SHEET REFERENCE 17 C2.2 GRADING &DRAINAGE PLAN -GRID '2'co .� ROGERS PARK ADD LESS CO RD TGW POR VAC STS ADJ 18 C2.3 GRADING &DRAINAGE PLAN -GRID '3' PER SEATAC VAC ORD #09-1002 REC #20100225001310 19 C3.1 GRADING & DRAINAGE SECTIONS & DETAILS x Yd �a fj 20 C3.2 GRADING & DRAINAGE SECTIONS & DETAILS l ry li 4; •F" ..... Ha�61#1oe Pwyi L% 21 C3.3 GRADING & DRAINAGE SECTIONS & DETAILS 22 C4.1 SITE SECTIONS & DETAILS Hghlords, 23 C4.2 SITE SECTIONS & DETAILS 24 C4.3 SITE SECTIONS & DETAILS 'd Renton 25 C4.4 SITE SECTIONS & DETAILS 26 C4.5 SITE SECTIONS & DETAILS 27 C4.6 SITE SECTIONS & DETAILS 28 C4.7 SITE SECTIONS & DETAILS 115 no's P 29 C5.1 SEWER &WATER SITE PLAN 30 C6.1 SEWER & WATER NOTES & DETAILS .* 31 E1.1 ELECTRICAL SITE PLAN - GRID 1 - = 0 32 E1.1 ELECTRICAL SITE PLAN -GRID ;2; 33 E1.1 ELECTRICAL SITE PLAN - GRID 3 34 E2.0 ELEC. DETAILS 35 L1.1 LANDSCAPE IRRIGATION PLAN - GRID '1' 36 L1.2 LANDSCAPE IRRIGATION PLAN - GRID '2' 37 L1.3 LANDSCAPE IRRIGATION PLAN - GRID '3' 38 L2.1 LANDSCAPE IRRIGATION DETAILS 39 L3.1 LANDSCAPE PLANTING PLAN & DETAILS 40 L3.2 LANDSCAPE PLANTING PLAN & DETAILS JOB: 17501 SCALE: NOTED iiiiiiiiiiiiiiiiiiiiiillillilillilI GOA R-419501 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) Sheet 1 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-G0.1-GO.3.DWG // Plotted: 4.13.22-18:36 By.(sjensen) BID #: Ln 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 #: Ln _O O W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RAN/GE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE 3' CHN LNK FNC I 1`� s ', z oL MPIc PIPE LINE" SANITARY SEWER MANHOLE RIM=416.4E / O NO'19'43"W 1.82' IE=409.28, 8"PVC N I£ _ / - N �W U) "E "PS8'4'37 _ ~W O O O OS884826E 359.25I I S' VC S A\6� 5 N?SK IN CASE HN LNK pCONC STNE9TH PLJGRASS RI 6pC4CLNK FNC ox6O.fif O O LAD-ExT�O U1 /7 WITH XDOWN -• SS SS SS SS 006' EAST OF CALCULATED CENTERLINE ROADWAY 0�0 SS $SASPHALT (D / (0210612020) 0S 6 x 161 CP-2 HORIZONTAL CONTROL -'• z' SANITARY SEWER MANHOLE ib�ILL _ = i o A /_ , _, I RIM =422. 5 Cf)� CI z SREETSI COORDINATE BASE POINT No. 2 I ° o 1E=414.0 8"PVC E 0 6'WOO \Ir I�z / / �� "\ _ \ IE=414.1,E"PVCS 4 X j ~ 33"CEDAR RP=12 FOUND MONUMENT N i 1 STORM CATCH BASIN z 1/7 Z. / m \ I IE=414.06, 8-PVC NW _ II Q I ..;�, 0 �i /Lm m V ry \ FLOW EAST TYPE II 416.�43 STORM CATCH BASIN N 184446.815.E 1311371.952 z z / o / z �i o� z ro\ RIM=41Z65 I IE 412.3E 12"CPP E ww ,,�� I. LADDER SOUTHWEST I I RIM=416.11 / m / / 375. I .JIL. IE-413.51, 8"GONG E z O \ 5 j ;� 1�J�o I z 1-�07� z \ `7j� o I _ CONV�.?q'ET. WALL P= IE=413.54, 8"CONC W o i ; \ �.' [,.'�'i/„ i�iriii i a•.. V'`` o \ %-i \ IE=412.72, 6"P PSWF 0 9 / / 0 TRAFFIC EED CAMERA I / / / \ W LADDERSOUTH 12 PP W \ 41 . i �i, �' 1��J� /� ° \ \ \ 6' WOOD FENCE , r ' i � o / / fSTORM CATCH BASIN L� / / \ \ N N RIM=416.30 RP z IE=412.59, 12"CPP N � v7',/, N /A,-i \ \ STORM CATCH BASIN 6h /' „ „ , i , z z z / / oIP z IE=412.55, 12"CPP W RIM=416.27/ o STORM MANHOLE / / \ IE=413.46, 6'CONC SE \ IE=411.26, 12 PVCN z IE=411.06, 12"PVC NE < • �.., �'ii ���i'� „ „i�„// ' , / / / / / tea. �ci \ l =6 z IE=411.23 12"PVCS U .•O• 'ii/ / �i �'"�� '� i„i'' i� / z IE=412.93, 6"GONG NW jI \} LADDER EAST ALTERNATE PICNIC SHELTER (NOTE: FOR A COMPLETE DESCRIPTION OF THE ALTERNATE SEE PROJECT SPECIFICATIONS) HORIZONTAL CONTROL BASELINE = N 00024'50" W - 755.3847 / / / / V / 'i//'j / /,'/ ,// / ,,,/, ,/ „ /,,/ / / „ / ' /' ..,// / / / .•� ��, ,/ // spy (n I � 6P-10 1226 -- "CHN LNK FNC 1' ` z 6" OHVJIC FNCy-' I % ,./.� .� ♦ / ♦ / \ \ \/ / / \ ..� -O / \ C0<0 ITARY SEWER MANHOLE N88'4 6"W6196" CHN LNK FNC RIM=412.00 Q IE=406.36, 8"CONC S .LADDER NORTHEAST NW I. ROCKERY �7" TL 0923059115 TL 0923059235 M Q a N Q 7^ TL 08898000� (n RIC P-7 "BUS STOP" \\\\ \ \\\\ \\\\\♦ \ iti "20 MPH" \\\\\ \\ \\\ \\\\ \ \ SCHOOL ZONE // / 4145 / AND CAMERA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8"RP-9 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ SANITARY SEWER MANHOLE "' CONSTRUCTION DRAWING 20 CAUTION REFLECTOR 0' 30' IE=405.5$ 8"PVC N (TYP.) FLOW SOUTHWEST SW SCALE GRID REFERENCE o?�; • EL°WSDUTHWEST \ \ \ \ \ \ \ \ \ \ \ \ \ > > STORM CATCH BASIN 1 Q Cam' LADDER EAST STORM CATCH BASIN LIMITS AND ID NUMBER. RIM=411.0E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � RIM=41L04 S IE=409.43, 6"GONG SE IE=408.77, 6"GONG SE ul 4 .90I II 4112 IE=408.35, 8"GONGS IE=408.64, 8 CONC N \\\\\ \ \ \ \\ \\\ \\ EEW STORM CATCH BASIN RIM=411.03 S IE=409.21, 6 PVC NW IE=408.92, 8"DINE I \ \ \ \ \ \ \ \ \ \ \ \ \ \ SANITARY SEWER MANHOLE ----I RECOMMENDED CONSTRUCTION SEQUENCE • IEIM404.8738"CONC N U4 RIM-4AR58 EWER MANHOLE IE=404.87, 8"CONC E IE=405.52, 8"CONC, N (n I \ \ \ \ \ \ \ \ \ \ \ \ \ IE=404.86, 8"CONC S Ul IE=405.35, 8"PVC, NE 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. \ \ \ ♦ \ \ \ \ \ \ \ \ ♦ IIE=404.93, 8"GONG W IE=405.23, 6"GONG, E \ \ \ \ \ \ \ \ \ \ I \ \ FLOW SOUTH TH IE=405.23, 8"GONG, S �/ �/ \ \'1 / \ �/\ LADDER SOUTHEAST IE=405.48, 6"CONC, NW 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. as °S FLOW SOUTH - P- LADDER EAST STORM MANHOLE \ \ \ \ \ \ \ \ \ \ \ \ \ m RIM=411.47 FOUND 1.75" BRASS DISK IN CASE \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ ♦ I� STORM CATCH BASIN WITH 'PUNCH', DOWN 0.4f 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE IE=40762, 12"CONCN 02062020 RIM=410.6 IE=40Z47, 12"GONGS '' D ) IE=407.8 8"GONG N -'RD AS C.O.R. CONTROL PT. #184F \ \ \ 04 \ \ \ \ \ \ \ \ Z IE=4076 8"GONG W APPROVED PLANS AND/OR PERMIT CONDITIONS. CP-1 HORIZONTAL CONTROL 4. CONTACT CITY INSPECTOR (AND OWNER'S REPRESENTATIVE) TO INSPECT AND COORDINATE BASE POINT No. 1 SIGN -OFF ON CLEARING LIMITS PRIOR TO ANY CLEARING. I m FOUND MONUMENT 1848 N 183691.450 : E 1311377.410 5. INSTALL INITIAL EROSION CONTROL PRACTICES; GRADE AND INSTALL NE p W L CONSTRUCTION ENTRANCE(S), INSTALL PERIMETER PROTECTION (SILT FENCE, T=7 ZTL=145.0 _-� ASPHALT NE 7 R=39 .09 4=20'4 00" \ 0 BP GAS PIPELINES* (BURIED), RUNNING NORTH THROUGH THE WEST SIDE OF THE SITE CITY LIGHT TRANSMISSION LINES* (OVERHEAD), RUNNING NORTH THROUGH THE WEST SIDE OF THE SITE *CONTRACTOR TO COORDINATE WITH BP PIPELINES AND CITY LIGHT PRIOR TO BEGINNING ANY CONSTRUCTION -SEE BP GENERAL SAFETY REQUIREMENTS NOTES ON THIS SHEET. 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. 0 20 40 80 GRAPHIC SCALE GENERAL PERMIT INFORMATION 1. NPDES PERMIT NUMBER 2. THE ENGINEER OF RECORD SHALL PROVIDE AN ENGINEER'S CERTIFICATION TO THE CITY OF RENTON AFTER FACILITY INSTALLATION AND PRIOR TO PERMIT FINAL INSPECTION AND/OR CLOSEOUT. 3. THE APPLICANT SHALL SUBMIT RECORD DRAWINGS ('AS-BUILTS') TO THE CITY OF RENTON WHEN THE PROJECT IS COMPLETED. 4. ANY CHANGES OR REVISIONS TO THE ORIGINALLY APPROVED PERMIT SUBMITTAL SHALL BE SUBMITTED TO THE CITY OF RENTON PRIOR TO CONSTRUCTION. 5. STORM CONNECTION PERMIT REQUIRED. CONTACT PLANNING AND DEVELOPMENT SERVICES AT 425.430.7294 FOR ADDITIONAL PERMITTING INFORMATION. 6. A SIDE SEWER CONNECTION PERMIT IS REQUIRED. CONTACT PLANNING AND DEVELOPMENT SERVICES AT 425.430.7294 FOR ADDITIONAL PERMITTING INFORMATION. 7. PROVIDE THE CONTACT INFORMATION FOR THE CONTRACTOR'S CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE) AT THE PRE -CONSTRUCTION MEETING (SEE NOTES ON SHEET D2.1). UTILITY NOTE 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY, RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE SHEET D2.1 FOR CITY OF RENTON GENERAL NOTES, EROSION AND SEDIMENT CONTROL NOTES, RECOMMENDED CONSTRUCTION SEQUENCE NOTES, AND EROSION CONTROL SEEDING MIX NOTES. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BRUCE DEES & ASSOCIATES ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BRUCE DEES & ASSOCIATES CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISgONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND BRUCE DEES & ASSOCIATES ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITIES/SERVICES WATER CITY OF RENTON 425 430-7210 SANITARY SEWER CITY OF RENTON 425 430-7212 STORM SEWER CITY OF RENTON 425 430-7248 POWER PUGET SOUND ENERGY 888 321-7779 GAS PUGET SOUND ENERGY 888 321-7779 TRANSMISSION LINES SEATTLE CITY LIGHT 206 684-3325 STRIPPING 1. STRIP ALL TOPSOIL UNDER ALL PROPOSED IMPROVEMENTS. STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. 2. NOTE: AREAS AT PROPOSED LANDSCAPE BERMS MAY BE TILLED AND NOT STRIPPED. LANDSCAPE BERMS 1. STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. PLACE MATERIAL IN TWELVE (12) INCH LIFTS AND COMPACT WITH A TRACKED PIECE OF EQUIPMENT. 2. USE SUITABLE ON SITE MATERIAL, AS REQUIRED, TO ACHIEVE A UNIFORM SUBGRADE PRIOR TO PLACING TOPSOIL. 3. OBTAIN APPROVAL OF THE FINISH SUBGRADE PRIOR TO CONSTRUCTING IRRIGATION OR PLACING ANY TOPSOIL. 4. COMPLETE IRRIGATION TRENCHING AND LINES AND RE-ESTABLISH THE SUBGRADE. 5. OBTAIN APPROVAL OF RE-ESTABLISHED SUBGRADE PRIOR TO PLACING TOPSOIL. 6. PLACE APPROVED TOPSOIL TO THE SPECIFIED COMPACTED DEPTH AND FINISH GRADE. 7. OBTAIN APPROVAL OF FINISH GRADE PRIOR TO SEEDING/SODDING/PLANTING. 8. ALLOW FOR MINOR ADJUSTMENTS IN THE FINAL FINISH GRADE AS DIRECTED. EXCESS AND UNSUITABLE SOIL EXCESS STRIPPINGS AND OTHER UNSUITABLE SOIL SHALL BE REMOVED FROM THE SITE. PLAN SCALE NOTE PLANS ARE DRAWN AT TWO DIFFERENT SCALES: 40 SCALE DRAWINGS COMPRISE OVERALL 'SITE' PLANS. 20 SCALE DRAWINGS COMPRISE GRID PLANS, GRIDS '1' THRU '3'. HORIZONTAL CONTROL HORIZONTAL CONTROL IS FROM CALCULATED COORDINATES BASED ON THE TWO HORIZONTAL CONTROL COORDINATE BASE POINTS (CP-1 AND CP-2) SHOWN, WITH THE HORIZONTAL CONTROL BASELINE AS NOTED. PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT CENTERLINE OF FENCE AND/OR FACE OF CURB UNLESS OTHERWISE NOTED. ALTERNATES: SEE BID FORM AND SECTION OF THE PROJECT SPECIFICATIONS FOR A COMPLETE DESCRIPTION OF PROJECT ALTERNATES. BP GENERAL SAFETY REQUIREMENTS THE CONTRACTOR IS REQUIRED TO FIRST CALL 811, THE NATIONAL "ONE -CALL" NUMBER, AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND/OR EXCAVATION ACTIVITIES ARE INITIATED WITHIN THE PIPELINE RIGHT-OF-WAY. A REQUESTOR MAY MAKE A NOTIFICATION ONLINE AT http://call811.com/811-your-state . BP MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE AS A RESULT OF THE WORK. THERE IS NO COST TO USE THE ONE -CALL NOTIFICATION SERVICE. HOWEVER, FAILURE TO UTILIZE THE ONE -CALL SERVICE IS A VIOLATION OF REGULATORY REQUIREMENTS AND MAY BE SUBJECT TO THE OFFENDER TO POTENTIAL CIVIL PENALTIES* AND DAMAGES FOR PERSONAL INJURY AND/OR DESTRUCTION OF PROPERTY. *REFER TO WASHINGTON STATE RCW 19.122.030 TO HAVE THE PIPELINE PHYSICALLY LOCATED AND ITS DEPTH VERIFIED, PLEASE CONTACT A BP RIGHT OF WAY AGENT AT BPPipelinesROW@bp.com. BP REQUIRES ITS REPRESENTATIVE TO BE ON SITE WHEN ANY WORK IS BEING PERFORMED WITHIN 25 FEET OF THE PIPELINE(S) OR WHEN THE REACH OF MECHANICAL EQUIPMENT IS CAPABLE OF EXTENDING WITHIN TWENTY FIVE FEET OF THE PIPELINE(S). BP REQUIRES FORTY-EIGHT (48) HOURS' (2 WORKING DAYS) PRIOR OF ANY WORK. NOTICE TO BP DOES NOT RELIEVE ANY REQUESTOR OF ITS OBLIGATION TO CONTACT THE APPROPRIATE STATE ONE -CALL SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL NECESSARY SAFETY PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO PROPERTY OR FOR PERSONAL INJURY CAUSED BY THE WORK. BP REPRESENTATIVE: Chase Wakefield (425) 981-2575 chose.wakefield@bp.com r ^ C C E v J OJm mg wy N O6 2 N (0 m L � �o m Ua 3 c U N L) �o 0 Q � � o w�^ mz �a� U 1p V J N C �N Na J (/) N3 m Sri � � Sri o Of (f) o LLJ Z Y LL1 0 U Q N co N 0 �o o°w z y= z I w IMU wo (nJ U� �s � m m m Q N N W Q00 o 0 w V) z v7 0 a Z N W O z V) LLI > o w W m p J O W cn r2 LU H cd 0 O a a •,.., P4 O !"1 U G03 R-419503 Sheet 3 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-G0.1-G0.3.DWG // Plotted: 4.13.22-18:37 By"(sjensen) BID #: TLO (3 r 1 C) 1 r) it 3 I a O O X LO O I, M M j O N In W W Z ooz< N N � 2 \\2 V) w i:i � i,.i w IV) < H F � z w r ~p w w J Q Q J (n Q' li J N d D X RECORD LEGAL DESCRIPTION: PARCEL A: UNPLATTED TRACT "B" AND THAT PORTION OF UNPLATTED TRACT "A" LYING SOUTHERLY OF A LINE PARALLEL WITH AND 421.0 FEET NORTHERLY OF THE SOUTH LINE OF SAID UNPLATTED TRACT "B" AS DELINEATED ON ALBERT BALCH'S PRESIDENT PARK NO. 10, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 61 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: THE NORTH 100 FEET OF THE SOUTH 599 FEET OF THE EAST 300 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5, EAST, W.M., IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE EAST LINE OF SAID SUBDIVISION; EXCEPT COUNTY ROAD. PARCEL C: THE NORTH 165 FEET OF THE SOUTH 330 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF FOR ROAD; AND EXCEPT THAT PORTION THEREOF LYING WEST OF A LINE WHICH IS 50.00 FEET EASTERLY OF THE WESTERLY LINE OF BONNEVILLE POWER TRANSMISSION LINE RIGHT OF WAY; TOGETHER WITH PORTION OF SAID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 330.00 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE WEST 660.00 FEET; THENCE NORTH 421.00 FEET; THENCE EAST 360.00 FEET; THENCE SOUTH 102.00 FEET; THENCE EAST 300.00 FEET; THENCE SOUTH 50.00 FEET; THENCE WEST 300.00 FEET; THENCE SOUTH 100.00 FEET; THENCE EAST 300.00 FEET; THENCE SOUTH 169.00 TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FEET OF SAID SUBDIVISION. PARCEL D: THAT PORTION OF THE SOUTH 165 FEET OF THE SOUTH 330 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF BLOCK 1, PRESIDENT PARK ADDITION NO. 5 AND WESTERLY OF A LINE PARALLEL WITH AND 50 FEET WESTERLY OF THE EASTERLY LINE OF THE BONNEVILLE POWER TRANSMISSION LINE EASEMENT, SAID EASEMENT BEING MORE PARTICULARLY LOCATED AND DESCRIBED BY INSTRUMENT RECORDED UNDER RECORDING NO. 3350228. PARCEL E: THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF 7TH AVENUE NORTH, AND BETWEEN BLOCKS 4 AND 5 OF ALBERT BALCH'S PRESIDENT PARK NO. 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 51 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON. GRAPHIC SCALE 60 0 60 120 ( IN FEET ) 1 inch = 60 ft. LEGEND FOUND CASED MONUMENT CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES SUBDIVISION LINE FND MON IN CASE W/ TACK & LEAD (DN-0.5') FND MON IN CASE C.O.R. CTRL PT NO. 806 16TH CORNER SEC .9 2" DISC W/ PUNCH IN CONC (DN-0.25') FND MON IN CASE — BRASS PIN IN CONC (DN-0.8') o NE 10TH ST N88°23'56"W 896.92' b T � T � o � I I. M( N I � N ` _ NO'19'43"W SAVANAH AT FND MON IN CASE w FND MON IN CASE m 1.82 Q BRASS PIN IN CONE o W/ PIN IN CONC (DN-0.6') (A S88°42'37"W I THE PARK 0- 40.01 VOL. 239, PG. 050 N 9�51. I 51.14' N — I S88°48'26"E 359.25' _ NE 9TH PL m o N NE__ TH ST a : I o W i in 30' 30' I N /PRESIDENT I / ZI REC. NO. 3350590 S88°48'26"E 269.99' / PARK NO. 10 TRANSMISSION LINE I 3 VOL. 61, PG. 30 I— I 0f I z B E f I fQ 1 REC. NO. 4920321 I 0 TRANSMI$SiOJd LINE I I r � A j� I N 0) LO r- N 00 LO SE ;� w w } f °' 4' N a +++ I f m N ,n 1 N 0 � � 2a' 20' ESi�AN T � v> OLYMPIC PIPELINE CO. REC NO. 5759384 1 � z � � W SE FND MON IN CASE Q AD W/ TACK & LEAD D Z (ON-1.6') r O I r � r REC. NO. 3350228 Z f TRANSMISSION uNE f N88•49'06"w 61 s.ss' PRESIDENT VICKI'S PARK ADD . 50' ESMNT o> REC NO. 5749742 I 0) VOL. 87, PG. 55 PARK NO. 5 OLYMPIC PIPELINE CO. 50, N\ — VOL. 58, PG. 55ED I I FND MON IN CASE (0 I W/ PIN IN CONC I c-I00 30' FND FND MON IN CA W/ 2" IP (DN-a. FND MON IN CA W/ TACK & LE L (DN-0.5) I PS PARCEL E 40' ESMNTD OLYMPIC PIPELINE CO. PARK NO. 4 PARCEL E I III40' REC NO. 7303290479 REC. NO. 3340404 E VOL. 51, PG. 14 & 15 TRANSMISSION LINE 20 PARCEL E 20' ESMNT OLYMPIC PIPELINE CO. 30, I T=50.70' L=100.93' REC N0. 5715156 FND MON IN CASE I R=429.09' A=13°28'36" W/ PIN IN CONC (DN-1.0') T=73.31' L=145.00' S84°11'32" R-399.09' A=20°49'00" E 165.00' hs 1t240 95 W — 47 � i i 9 FND MON IN CASE W/ PIN IN CONC FND MON IN CASE C.O.R. (DN-0.5') CTRL PT NO 1848 FND MON IN CASE W/ PIN IN CONC (DN-0.5') 1-1/2" BRASS DISC W/ PUNCH IN CONC (DN -0.4') 30' 0 N rM 0 30'. OTH ST LEGEND M WATER VALVE HYDRANT ® WATER METER ® IRRIGATION CONTROL BOX ()10 DRINKING FOUNTAIN QS Q❑ MANHOLES (SS/SD) ❑ CB YD YARD DRAIN -0- POWER/UTILITY POLE E--- GUY ANCHOR ❑0 POWER TRANSFORMER ©0 POWER/TELEPHONE VAULT 13PM POWER METER ❑ TELEPHONE/TV RISER Im GAS VALVE Z JUNCTION BOX ❑O GAS METER STREET LIGHT ❑H�-D LUMINAIRE X SPOT ELEVATION SIGN o MAILBOX C = ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER OO REBAR AND CAP WVLT WATER VAULT [Z-1 TRANSMISSION TOWER — CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — LOT LINES DITCH LINE — FLOW LINE w WATER LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE G UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTv UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES —0-0-0-0-0— CHAIN LINK FENCE x x x x x WIRE FENCE WOOD FENCE NOTES: HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 WASHINGTON STATE NORTH ZONE- BASED ON FIELD TIES TO CITY OF RENTON CONTROL TRAVERSE POINTS NO. 806 & 1848. VERTICAL DATUM: CITY OF RENTON NAVD 88 CONTROL POINT NO. 1846 ELEV=411.28' SITE AREA: 402,900 SQ FT f 9.25 ACRES f ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN FEBRUARY, 2016, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. 11255 Kirkland Way, Suite 300 DATE 2-29-16 PROJECT NO. CAD/CALC wRH Kirkland, WA 98033 KIWANIS PARK SCALE 1" = 80' TOPOGRAPHIC SURVEY DRAWN DMB p.425.827.2014 1 f.425.827.5043 901 UNION AVE NE, RENTON, 16364.10 SURVEY TEAM PG FOR.....................PLAT CHK wRH Civil Structural Planning Survey WA 98056 FIELD BOOK 703A CITY OF RENTONSYM REVISION DATE BY A]CPACE An Engineering Services Company paceengrs.com DWG FILE 16364-SRV.dwg SHEET OF 4 R-419504 O T VJ V— C) 1 0 W w � � 3 I a L 'Dro N n W W U O O Z a o o X N ao \\ %H M M Q 2 \\2 V) co w i:ii,.iwIw Q H F � z Wr�oww J Q Q J (n Q' I., J In d D X 1 8"DEC o \18"CON / / ��� ,433���� �� A A I I /-------- \ �6 'CON �, f8"CON (0 "CON v V A V i / GRASS III 34"CON 24"CON 28"CON / �ti / � / � � � � A V A V I I 32"QON 0 \ V \ \ I I / 16"CON / / l 4W'CED. A \ \ \ \ I 1 ° CDEC2»CON 24"CON 14"CON / 10"CON 40"CED. \ II 1 \\ \ \ \ \ 1 1 / /28"CON /� 40"CON I oY \ \ 8"6ON 30"CON \ 22"CON \\ (\ ( I / / I I I II i 10 CED \ 26"CON z oz \ 24�'CON A AV A V / / / o 1F4 CON 12'tgN 14"CON 3 „CON 0 26' ON V 10"CON � I 36"CpN� �o v 16"CON 12"CON�� \V A\ \ �� ��/� / // / // / � 14"CON 6"CON \� o \ \ A \ / / v / // A \ 28"Cl �/ / / // // o 24"CON 18"CON \ 32"ON \ V / / 40"CED. / GRASS o V � N 118"CON 18"CON \ \ \ \ � � � � � � GRASS / AV A \ 40"CED. // // / r�* * 8"CON V A\ 32 ICON _ — ' I / w \ 8"CON ' Q I / N ° \ 16 CON I // \ ��� ' I / z / I I z � Y 16"DEC � _ _ � � �32"CON � � � -- — � � I z 24"CON 32"CO � 2 "CON \ l 24"CON I o 2"CON 10"CON 12"CON o 0 \\ GRASS $26 "CON \ \ 0 26"CON o 0 32"CON 20"CON i / \ i 30"CON 10"CON 8"CON 8"CON 24"CON �P ASPHALT \ \ / I / YD o❑ / N 0 pF P / 40"CED4 Je �QG I SAND BALLFIELD o \ z zo L o a J D i I z o \ c� o (2)24"CON / p 11 I v 0 io / I / 00 ° / ASPHALT v� \ / o BASKETBALL COURT I ALLJ I = ASPHALT / /� d� \ \ Li Li GRASS I A\ m / 1 / CB RIM=424.67 \ \ )) 0 a / CB RIM=425.12 / IE 6" CONIC(SW)=423.5 IE 6" CCONIC0 (W)=423.1 \ BTM=423.5 \V A \ — o EDGE / CB RIM=424.43 \ \ CHIN LINK FNC _ z OF ASPHALT / / IE 6" CONIC (E)=421.6 d� \ \ \ 8 0 ° — o Q I / CB RIM=423.15 — — — — ° o CONIC J m IE 6" CONIC (S)=421.5 \ (n w 6"DEC F _ _ _ BTM-421.5 / IE 6" CONIC (E)=421.2 / — 0-0 BLEACHER o w /\ / BTM=421.0 / / a o y c� I / 6„DEC = 8"DEC / / / / D o U) �-j P2��1 � o � c A2 G i sOPL 2-6 HP G OPL 16" HP G / c �� / GRASS z G i ASPHALT o � � �ti5 8"DEC TRANSMISSION TOWER NO°19'4 .82' GRASS o _ p P I G c \ 3 I \ \ G _ o PLANTER I P —� ASPHALT PATH i ASPHALT PATH P _ G G 1 \ G OPL 20" HP G I \\ cn c 1 Q a_ � N � Q DECO. CEDARS 6"DEC _ I ;r TYP — — — _00 ( ) / I ----------_— P G OPL 16" HP G W 51.14' P P —, • �� 16"CHERRY i • • • z 6' CHN LNK FNC P KFN — Z L� o >- I 0 P O P P \'rn R. Xn rY 1oF J I / P I P WA SX �\�� C� z o \ Q GRAPHIC SCALE / P P N5°49'22"E 371.98' DECO. CEDARS (TYP) ' — ' ASPHALT PATH PLA — a O� i`0 o 20 0 20 40 P \ cn I P P -- 0-0 33130 I FEET) —P�L_ \� .^� DECO. CEDARS (TYP) sS ��GI S TE ����4�� inch ft. SEE SHEET 1 FOR LEGEND PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. ar LAN CAD/CALC WRH 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 KIWANIS PARK DATE 2-29-16 TOPOGRAPHIC SURVEY PROJECT NO. SCALE 1" = 60' DRAWN DMB p.425.827.2014 1 f.425.827.5043 P 901 UNION AVE NE, RENTON, FOR 16364.10 SURVEY TEAM PG PLAT CHK WRH ...................................................... Civil Structural Planning Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SHEET 2 OF 4 SYMI REVISION DATE BY APP'D An Engineering Services Company paceengrs.com DWG FILE 16364—SRV.dwg R-419505 SV-2 O T VJ V— C) 1 0 W w�wwMw F- wF F Z L, w } > p w w J Q Q J fn W li J fn d 7 X 0 M 6" MPE IP G G G 0 M 6" MPE IP G 0 M CURB & GUTTER CURB & GUTTER P P - - P P p \ -- P P - p P P P P 4 s, CONC WALK 4�g\ > P P ���\ 17 3\ CONC WALL W 6' CHN LNK FNC CONC WALK CONC WALL W 6' CHN LNK FNC - F- - - - SO°25'09"E 484.12' - - Z BIKE RACK CONC STRIP - CONC STRIP --------- - - - - - -- J -41s- --- -� — — — — — — — — — — — — — — — — — — — — — — — — — — --__ CB RIM=415.22\\\ \--- _ — 1 IE 6' 'bONC (S)=413.9 \ �\BTM=413.3 \ / — — \ \ �4jS 34"CON o / /a \ \ GRASS \ zo \ GRASS \ \ 18"CED. 247CE6 34"CON /32> O'N 36"CED. / o o �� �� v v V A �v �� // / / I <\ o/ / // �� / // o AO-1 � / I / // 0 CB RIM 42-2,53 4" CaNC (NW)=420.5 \ \ �20 SIGNS \ - - / — 2 o IE 6" CONC (SE)=420.4 \ v 0 - 418- ,0� 425- BTM 420.4 o / \ / I oo / \ I / — \ / G - UNION AVE NE 1312.01' SO'25'09"E 755.39' G G G G G 40 CON GRASS � \ —420-00 00 \ / ° co \ c� I °LL, 11 la I ° J� �,� / I A � ��� /// //34"CON �� \\\ \o\ �� �CS, �� I vo���o�--------- \ BENCH (TYP) �� 421- --' / // 32"CON o I J \ \\ \ ,moo / / \ - - - - _ \ 48"CON o I a \\\ I \\ \\ ,0// \\ JQ CeP '// // / 22"CED. o C I \\\o <N� \ o / �p� /�� \� `R� // �\��` / 22"CED. 58 CON\\Ac I \ \°\ I 422 - ------ \ �I \ GRASS SEE SHEET 1 FOR LEGEND GRASS /�, 4 ' ONE \ I � 1 I BARKED PLAYGROUND AREA / I I \� GRASS \/ \ \ W/ PLAY APPARATUS i I I \ IQ // I\%8"SON 1 z YD ❑ o 423- Nt=!J GRAPHIC SCALE J ° \ // I / \ 1 `\ 20 0 20 40 = / // RESTROOMS \ \ I I 1 \ I QD ( IN FEET) ° I II�2ss� I // / ® \ \ �/ // \ 10 1 inch = 20 ft. I II : — 423- _ _ — — r / \ // \\ 6„CON o ? 6' CHN LNK FNC 0 ° S0°25'11 "E 103.00' — — — — — �42 425� / I� / / / c' I o / ) \ / CONC PAD I z 1 - - - - - - - - - - \ / --- -- - - / I — � 02 / \ I / / 5 CON �425� / / I // / a I ------ I/ 32"CON / / o \ - A I GRASS I / / GRASS / A 22"CON - /-° �/ ----\ \ / I // 52"CON \----- _---- H 5"CONWA S\ ` I � // \\ / I� \ / � �o NjN��J� 32 CON i \ ' �\ / \ ��33130 ��� a 1 1101/ \ ��s ��GISTE���O�� 432' PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. 8"DEC / / --' \\� \ \ 1 1 1 / I I \\------- \ SIONAL LAND S o ' ���18"CON 1 11255 Kirkland Way, Suite 300 DATE 2-29-16 PROJECT NO. CAD/CALC WRH Kirkland, WA 98033 KIWANIS PARK SCALE 1" = 60' TOPOGRAPHIC SURVEY DRAWN DMB p. 425.827.2014 1 f. 425.827.5043 901 UNION AVE NE, RENTON, 16364.10 P SURVEY TEAM PG FOR ................................................. PLAT CHK WRH Civil j Structural Planning Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SYM REVISION DATE BY APP'D An Engineering Services Company paceengrs.com DWG FILE 16364—SRV.dwg SHEET 3 OF 4 R-419506 SV-3 O T VJ V— C) 1 0 W w 3 I a L o ro I, M M j O N n W W Z ooZ� N N LLI 2 \\2 V) co w i:ii,.iwIw Q H F � z Wr�oww J Q Q J (n Q' ILL J In d D X i -b YUN \ ° / GRASS ° z � / Z J / ' Z C-) SHELDON AVE CD GRASS O / / \ i 30"CON / / IY❑D O / SAND BALLFIELD O C) (/ z \ z o Y \ J I z z0 I 7- O I I 5) � / O . 00 °� \ Of LLJ Ld \\ 1 � ✓ I Q I / o \ / _ \ J \ CD TO \\ w O J �� g" CHN LNK FNC —0-0— O—o Q CB RIM=423.15 — — — — CONC ° / I IE 6" CONIC (E)=421.2 / / — ° BLEACHER Z BTM=421.0 / / I l — / CB RIM=423.19 GRASS �� / I IE 8" CONIC (N)=422.0 / IE 4" PVC (E)=422.1 8"DEC CHN LINK FNC S5°48'25"�y 269.19' BTM=421.0 • —�— � / CONIC CURB CONC CURB c c � � GRASS 6 CHINLINKFNC c ASPHALT PATH � I ° / N J —1 \ CONIC CURB � I c 1 V A 40"DEC J P \ G I \ Cn Cn a P c OPL 16" Hp G I , \ ° 424, ASPHALT \ Q I / I c ASPHALT ° P / II � \\\P4��DECO. CE/P � IN ARS (To N5°49'22"E371 98ASPHALT PATH 1III P ASPHALT I I I��O"0co Ln 90 dH «OZ ld0PP '0/o \O0) P 0 LN OO-ON P o-° DECO. CEDARS TYP) P (A ZA P ° o P of 10 dH „9l "0 P w OQO P Z P CONCCU\ Of J P—O—O— B ASPHALT w O— \ 1 � 6CHIN LNP K FNC � � � � � _� � � P \ i P � I P \ CONIC CURB CONC CURB o \ P 6' CHIN LINK FNC I P GRAPHIC SCALE — — — — _ / 20 0 20 40 P ti R.HA�Y ���oFWASHJ� �f ( IN FEET) / 1 inch = 20 ft. I — \ " _ — — / — — SEE SHEET 1 FOR LEGEND PORTION 0F: SECTION 9, T. 23 N., R. 5 E., W.M. 331 30 �o�� LISTER 4 sI�NAL LAND CAD/CALC WRH DRAWN DMB 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p.425.827.2014 f.425.827.5043 P KIWANIS PARK 901 UNION AVE NE, RENTON, DATE 2-29-16 TOPOGRAPHIC SURVEY FOR PROJECT N0. 16364.10 SCALE 1" = 60' SURVEY TEAM PG FIELD BOOK 703A SHEET 4 OF 4 PLAT CHK WRH ...................................................... Civil j Structural Planning Survey An Engineering Services Company paceengrs.corn WA 98056 CITY OF RENTON SYM REVISION DATE BY APP'D DWG FILE 16364—SRV.dwg R-419507 SV-4 Lo r 1 O 1 0 W Ill - RIGHT -OF - WAY AND TOPOGRAPHIC SURVEY LYING IN THE SE OF THE NE OF SECTION 9, AND THE SW OF THE NW OF SECTION 101 TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, WASHINGTON ° STORM CATCH BASIN I T I \ x x x TYPE 11 c J STORM VAULT ° RIM=417.65 sO o � -RIM=419.69 IE=412.36, 12"CPP E �' TT SANITARY SEWER MANHOLE FLOW CONTROL STRUCTURE IE=412.35, 12"CPP SSE STORM CATCH BASIN o y RIM=416.46 IE=411.13, 15"CMP ENE IE=412.72, 6"PVC SW RIM=416.30 N IE=409.28, 8 PVC N \ IE=4125912 CPP N ., °S � IE=409.24, 8"PVC S \ TOP OF 15"CMP FLOW CONTROL PIPE=417.16 IE=412.40, 12"CPP W I IE=409.29, 8"PVC W \ IE=412.55, 12"CPP W s IE OF 6 DOWNTURNED SIDE PIPE=414.17 LADDER SOUTH FLOW SOUTH BOTTOM LIP OF SIDE PIPE=413.79 so N N Z� LADDER EAST WATER EL=411.47 CONC. RET. WALL I� Lo TPN 75697OUINT s° STORM CATCH BASIN STORM CATCH BASIN 0i RIM=416.24 SANITARY SEWER MANHOLE 'SANITARY SEWER MANHOLE (41637) -RIM=416.27 -d- N - - - -1 IE=413.14, 6"PVC N 419.5 „ RIM= 17.90 1.50, � RIM= 416.94 - � � E= 413.46, 6 "GONG SE'� IE= 412.84 12 CPP S __ » TPN 0923059015 s° I TPN 0923059192 - _-_ IE=408.31, 8"PVC N �` / ' � r IE 411.50, 8 PVC N 1 - - - - (PARK) TRAFFI D C D SD - j �� 8"PVC (RENTON CITY OF) - - IE=408.28, 8"PVC E - - C SPEED A °s s 42, _ CAMERA I 411 S - - - - - - - FLOW EAST � � � Y IE=411.5 , 8"PVC W LADDER SOUTHWEST PACE SURVEY LIMITS , x 416 F ° FLOW SOUTH - - 20MPH" - J - - F6" R - - - = 6 �6 LADDER EAST 6' CHAIN LINK FENCE �- -----_ --------------------- � '� -_ 6" RP=10 419 � 6 416.44 1 - _ 6 CHAIN LINK FENCE SIGN & LIGHT 3" P=6 - - ss llrl �1� s s ss ss ss ss Ss Ss Ss ss ss ss ATOP CONC. WALL 0 - - - - _ _ _ - `� -� 484.1 a PACE suRVEY LIMITS - - - - - - - - - _ R/W ATOP CONC. WALL - - 41 - - - _ - 8" PINE RP=7 �1„ 5g x R/W ° _ STORM MANHOLE N ° o RIM=417.69 ° ° GONG. WALK ° a ° ,416\ ° ° ° o JQ ° o° °-� EL 4170 IE=413.19 12"GONG N - - - ° - ° ° p ° ° ° °� R L° TEL TEL GT L , CIO z� TFI _ TFI S _ - TES - - ° =� -° Tn'4 - �IP- - OHP- - oHP- - 47 IE=413.16, 12"CONC S N W / 36" SPU WATER PIPELINE 416.9 416.43 x 6.7i4 IE=415.15 12"0I W w w w w w w w w w w w w w w w w w w w w w w w w w w w w w , 1 / � D FLOW SOUTH, LADDER EAST W S0 SD SD SD SD - c) SD SD SD SD t- SD �D� SD SD SD SD SD SD --� J 4 W �x�4t�15� 6 ���° TRAFFIC LOOP (TYP.) �� `� ��� UNION AVE NE _ J,o , 226.83' � D _ S00°25'06E 982.21' \ ti \ N >>6 FOUND 1/2" BRASS NAIL IN CASE \ UNION AVE NE \AI `� _ NO MARKS, HELD CENTER OF NAIL \ 6\ x '16 DOWN 0.9f (0210612020) GAS GAS GAS 2- GAS GAS o GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS- -' \ p 4� o v w w w w w��w w w w w w w w ��r� w w w w 6�av w w w M M �69 11. w �w W 414.45 1 " C.I. WVER (RENTON) v 415.6 415.12 5 w9 �5 - 416_� ff�L -OHP- -OHP- OHP- -OHP- -OHP- -OHP- -OHP- -GH o OHP n OHP- OHP- -OHP -OHP- TEL -0 - -OHS -G TEL L° TEL TES a TEL TEL TEL TEL -_� TEL --a - EL TEL TEL° ° T TEL°- - T L o TEL TEL TEL TEL x1 TEL -TEL TEL TEL TEL TEL TELL-� TEL TEL TEL ° TEL ° TELi�16 TF�L� p TEL °a TiEL TE o tnTEL TEL TEL TES, p TEL T ��`411 TEL T L TEL TEL TEL °IEL ° - L TEL ° ° °TEL TEL TEL ° ° ° _ _ _ - ° _ Lmil R/W -414 - 15.27 TEL R/W 416.25 _'END SCHOOL ZONE" � 416.69 \ ss ss ss ss ss ss �� se s=-ss - sS- � ss ss ss ss ss ss ass o s ss s ss s ss ss ss 5'SWOOD FENCE x - - I _ _ STREET SIGN \v � 33" CEDAR RP=12 1=3 �� `� 3" FIBER OPTIC MON "PRESCHOOL.." 6' WOOD FENCE FOUND 2" BRASS DISK IN CASE SANITARY SEWER MANHOLE WITH 'X ; DOWN 0.6'f STORM MANHOLE 0.06' EAST OF CALCULATED CENTERLINE RIM=414.22 SANITARY SEWER MANHOLE RIM=416.33 STORM CATCH BASIN �, IE=407.12, 8 PVC N Z RIM=416.04 IE=411.26, 12"PVC N RIM=416.11 (0210612020) IE=407.14, 8"PVC E IE=408.05, 8"PVC N IE=413.51, 8"CONC E IE=411.06, 12 PVC NE IE=407.09, 8"PVC S IE=407.78, 8"PVC S IE=411.23, 12"PVC S IE=413.54, 8"GONG W FLOW SOUTH W IE=407.78, 8 PVC W IE=412.93, 6"GONG NW � LADDER WEST Z FLOW SOUTH LADDER EAST I LADDER EAST NORTH HORIZONTAL SCALE: 1"=20' o 20 0 20 40 w af CD c14LEGEND N J o 0 U CAD O Z 9 FOUND MONUMENT AS NOTED cn Q 0 SURVEY CONTROL POINT, AS NOTED 0 SANITARY SEWER MANHOLE o CLEANOUT _ - ROW LINE Q o o 0 w o J U) 0❑ STORM MANHOLE - ROAD CENTERLINE ❑ STORM CATCH BASIN SD SD STORM DRAIN LINE * WATER VALVE ss ss SANITARY SEWER LINE E9 WATER METER w w w BURIED WATER LINE �Q FIRE HYDRANT BURIED GAS LINE GAS GAS p WATER VAULT Bp Bp BURIED POWER LINE KL GAS VALVE TEL TEL BURIED TELECOM. LINE -o- UTILITY POLE -OHP- OVERHEAD POWER LINE uj E- GUY ANCHOR CHAIN LINK FENCE J❑ JUNCTION BOX El WOOD FENCE © POWER VAULT - - SD - - - SD RECORD STORM LINE HPOWER CABINET - _ _ ss - - - ss RECORD SANITARY LINE © POWER MANHOLE _ . . _ TREE DRIPLINE LIGHT POLE DV UTILITY VAULT ASPHALT SURFACE SIGN a CONCRETE SURFACE MAILBOX GRAVEL SURFACE TPN TAX PARCEL NUMBER SANITARY SEWER MANHOLE - - RIM=411.53 - x IE= 404.87, 8' CONC N - STORM CATCH BASIN �x � IE=404.87, 8"CONC E _ RIM=415.24 IE=404.86, 8"CONC S _ _ x - - - - - � IE=413.99, 6"GONGS � IE=404.93, 8-CONC W - - �4,5 - - x 1 FLOW SOUTH STREET LIGHT, LADDER SOUTHEAST I i TRAFFIC LIGHT, a 1 STORM CATCH BASIN TPN 0923059235 TPN 0923059192 \ PED. CROSS LIGHT, Q3 RIM=411.06 (JOYCE WILLIAM GERALD) (RENTON CITY OF) STORM MANHOLE IE=409.43, 6"GONG SE � � AND PED. CROSS SIGN CAUTION REFLECTOR I STORM CATCH BASIN IEM408.49,1 12"CPP N BIKE RACK _ _ _ _ `E 4163SURVEY LIMIT`` 4 0 G� ( ) RIM=412.08 15"CPP S � T Q�' . TYP. 6' CHAIN LINK FENCE- - - - ` IE=410.38, 8"CONC E IE=408.34, ° o 416\ STORM MANHOLE �A.S�PH. ___�s IE=410.79, 8'PVC W 415- SD�� \ROCKERY BIKE LANE R/W PACE SURVEY LIMITSR/w' b1RIM=411.47 PACE SURVEY LIMITS �' R/W 413 12 PACE SURVEY LIMITS---IE=407.62, 12"GONG N-- 412.1 ° - ° g °ss a Q o �S a ° ° ¢�� ° ° Q � ° p o xx _ _ 412 - 72.10 ° °CONC. WALK ° ° ° ° ° �1 L ° 411.93 \ { A oTFI IE 407.47, 12"GONGS _ P- -OH - ° - - - LO -T �"F Tm--' - W g �x�� 411.90 �� ° 411.4 �� _412 - - - 36" SPU WATER PIPELINE x< i x3�„ W- 6-F - W �•N w W W W W5 W W W W W W W y W W-- W _NL--�W - w W W W W W W W W W W W W m SD-�" SD SD SD SD SD SD SD I' SD SD SD Q o Off- Os °S SD SD SD `o7SD SD _ SD SD SD SD SD SD W is ss ss SS ss s ss SS ss SS SS SS SS SS - - - _ 41z26� - - �41281 - 414 00� W U) N 411.E 9 UNION AVE NE S00'25'06"E 982.21' OAS \ \ I Q\ J = GAS GAS GAS GCCS GAS GAS GAS GAS GAS GAS-GAS-S� _ S GAS GAS GAS s ��SO \ GAS GAS GAS GAS GAS GAS �;AS\ GAS GAS GAS GAS GAS GAS -�IG N p U _ - o 0 3 ---412--- �J 426500 \\ N Q N N 411.74 ---- „_ ���� � w- w w w w _ 12" C.I. WA ERR TON 2.75 STORM CATCH BASIN j I 4110 w w w W W W W w W w w w w w w w w w- -� - w w w 1 _ L DEL ILL 2P- L TES 1L° TEL EL TEL L TEL SEL - - T RIM=410.96 0.SOFiP-- D)BPIP- S - HP- - OHP- - BHP= '- - - OHPd - QNP- - P- ° EL ° IE=407.82, 8"CONC N Q TEL o� TE x(D TEL - IE=407.64, 8"CONC W I TEL T ° FOUND 1.75" BRASS DISK IN CASE WITH 'PUNCH, DOWN 0.4t 471 11 ° (0210612020) HELD AS C.O.R. CONTROL PT. J1848 / SANITARY SEWER MANHOLE y RIM=411.58 CI IE=405.52, 8"CONC, N IE=405.35, 8"PVC, NE IE=405.23, 6"CONC, E IE=405.23, 8"CONC, S STORM CATCH BASIN so IE=405.48, 6"CONC, NW RIM=411.03 FLOW SOUTH IE=409.21, 67PVC NW LADDER EAST IE=408.92, 8"DI NE a TEL - TELP- ° TEL L 412T�L- -TEL° TES TEL° TEL TEL TEL ° TEL ° TEL TEL EL L TEL° o ° 1L & PTEL - - TEL�TEL ° TEL TEL TEL TEL ° TEL TEL ° L SEE TEL TEL ° EL- TEL R W Lj TEL TEL TEL ° TEL TE° ° G ° EL TEL -� TE °TEL L TEL TEL TEL° - - - BPR/W GRASS - - - - 413.11 / , SS ss - J 3P�BP p �� ___ee g ssB-s��es��� ss ss ss r=SS ss ss ss ss 9 -� 1 ss s 412.5 0 ,> GRASS - - -413- - 0 GRASS 417 » „ - �� DO NOT ENTER s / �� 8" RP-9 7 RP-7 "BIKE LANE" 6" RP-6.5� �„ 6" RP-6.9 � Q� 0 3 RP-3 1 BUS STOP 7 RP-8 6 RP-10 � DO NOT ENTER "20 MPH" 8" RP-10 TRAFFIC LIGHT, ' SCHOOL ZONE \ o SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE �o PED. CROSS LIGHT, RIM=412.03 RIM=412.00 \ IE=405.53, 8"PVC N AND CAMERA PED. CROSS SIGN IE=406.36, 8"CONC S IE=405.51, 8"PVC SW IE=406.40, 8"CONC NW STORM CATCH BASIN so z FLOW SOUTHWEST LADDER NORTHEAST RIM= 413.18„ LADDER EAST STORM CATCH BASIN RIM= 411.04 IE=408.77, 6"CONC SE IE=408.35, 8"CONC S IE=408.64, 8"CONC N IE=409.81, 6 CONC E IE=409.35, 8"CONC W STORM CATCH BASIN SOLID LID RIM=413.79 IE=410.14, 6"CONC NE IE=410.49, 6"PVC S IE=409.89, 8"PVC SW STORM CATCH BASIN RIM=411.52 IE=410.17, 6"CONC SW r BASIS OF BEARING HELD CITY OF RENTON MONUMENT 1848, AT THE INTERSECTION OF UNION AVE NE AND NE 8TH ST; MEASURED SOUTH 00°25'26" EAST TO MONUMENT AT INTERSECTION OF UNION AVE NE AND NE 10TH ST NAD 83/91 NAVD 88 NOTES 1. EQUIPMENT USED: TOPCON QS AND/OR CARLSON CR2+ ROBOTIC TOTAL STATION AND TOPCON GR3 RTK/GPS 2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. ALL MEASUREMENTS WERE MADE WITH A TOPCON QS ROBOTIC TOTAL STATION IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 3. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES. THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH ITEMS. 4. FIELD WORK PERFORMED IN FEBRUARY 2020, UNDER SITTS & HILL JOB NUMBER 18717. ADDITIONAL TOPOGRAPHY SHOWN ON MAP REFLECTS SURVEY BY PACE ENGINEERING DATED 02/29/16, AND IS DIFFERENTIATED FROM FIELDWORK PERFORMED FOR THIS SURVEY BY A DASHED LINETYPE AND LABELS. 5. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION OF UTILITY LOCATE SERVICES PERFORMED BY MOUNTAINVIEW LOCATE SERVICES IN FEBRUARY 2020 FOR THIS SURVEY. THIS HAS BEEN SUPPLEMENTED BY RECORD STORM/SEWER INFORMATION FROM CITY OF RENTON ONLINE GIS APPLICATIONS. RECORD UTILITY LINES SHOWN HEREON ARE DEPICTED WITH A DASHED LINETYPE AS SHOWN IN THE LEGEND. UTILITIES OTHER THAN SHOWN MAY EXIST ON THE SITE. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL 'C' OF THE ASCE STANDARD GUIDELINES 38-02. 6. THIS SURVEY COMPLIES WITH W.A.C. 332-130-145. THE CONTOURS DEPICTED HEREON ARE BASED ON DATA FROM DIRECT FIELD MEASUREMENTS. SPOT ELEVATIONS ARE BASED ON DIRECT FIELD MEASUREMENTS AND ARE DEPICTED FOR REFERENCE. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS TO SERVE AS A BASE MAP FOR CONTEMPLATED SITE IMPROVEMENTS AND DESIGN. R-419508 z o) q JZ w > � J fn O Lo T� i ■ ~ X o " o8 J a °` --y � W y W W � Z= w � m V ■ J W Z W M to �w CL � U U to lL Z a 00 0- cf) N O f!) W H N LLI 't waU) cy) O0N� U cf) a N QU oM0wQ Z ~ � w a Q N N N a :1 _U a � O 0 VJ + z a a � z Q � O >_ O U w w Z ' w O H 0 o z a_ W aco H w !� Z x V � �10:co SHEET NO. � 1 OF 1 PROJECT NO. � 18717 SV=5 Ln O W I I I _ I I I I I I I I I \ I \ I \I I \ I \ I \ I I I I I C I I I I I I I I I I I I I I I I 2 I I � ?--I A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET D1.2 �. _ �.� . - -.. .�' s ••'i ' ' ��C'' ' �� .'.•.'••.'••.' P.- P.', _�•^� -.•-� .' •,. •I f �i 4 . C / �.'� . : 'lam ' .i' . /. �.' •�:: ..� .�. •"ice �. i' •cl C7 ' '• VOW •'•'•'• •'•' •..� �\ ��-••ate--' � �. - •' � /.. •'.'� .'RVOL! •FNfC. '.'.'y'.'* I C7 �• .• ..• .•�.� .' • .' .' .' N / / O V N , 00 _o - - - 6" CHN LNK FNC Z � = o- oo-o-o- o-oL oz \_ z 1 W / - O n O-O-n gip_ 1 // W = LU W co U / TL 08898000040 /%ji��� / / i .• •'.•-•'.•••'.•••'.•••' ••' / // �// / /// /� / i • v • . • . • . I �' // // /// /// // - /a��//i//i�/ !i �j,�% �� � • :' /�/iii/i%///�\/ - r /AIW 04 ij� - , c' - /�/ / 11,7 __1rn m CID O rrl 3 co NJ ii/ - /� / ii mil / Eiji/ \ • '. ��C��% � ���� , ��},�L... •': •: •:. T'. � :�' 'Soap : 9MJ A O j/jj/j i/i i Z m ASPHALT SAW CUT EXISTING ASPHALT PAVING NE NTH ST - � S84.11'32" E- 165, 00 I STABILIZED CONST. ENTRANCE PAD _ (PER RENTON STD. PLAN-215.10) - i DEMOLITION. CLEARING. & T.E.S.C. LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEET D2.1 UNLESS NOTED OTHERWISE BELOW. APPROXIMATE PROJECT LIMITS 1 X 61 HIGH TEMPORARY CHAIN LINK CONSTRUCTION/ TREE PROTECTION FENCE WITH CONCRETE SHOES D2.1 -* * TEMPORARY EROSION CONTROL SILT FENCE OR STRAW WATTLES AS APPROPRIATE TEMPORARY MH/CB SEDIMENT BARRIER ri///i�ij/ ASPHALT PAVING AT PARKING LOT TO BE MILLED 1Y" -2" r J/1r j� DEPTH AS REQUIRED TO OVERLAY WITH NEW PAVING TO PROPOSED GRADES AS DETAILED, SAWCUT EDGE AS REQ'D (NOTE: PROTECT EXISTING PAVING THAT IS TO REMAIN) ASPHALT PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D (NOTE: PROTECT EXISTING PAVING THAT IS TO REMAIN) CONCRETE PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D :J (NOTE: PROTECT EXISTING CURB/PAVING THAT IS TO REMAIN) CLEAR & GRUB 6" DEPTH AT PROPOSED GRADED AREAS - REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS AS REQUIRED FOR NEW CONSTRUCTION (PROTECT EXISTING ITEMS NOTED TO REMAIN) (\>}^� EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) DEMOLITION NOTES: (SEE IMPORTANT SITE WORK NOTES BELOW) O1 REMOVE EXISTING BOLLARDS AND WOOD BARRIER FENCE Q2 REMOVE EXISTING CHAINLINK FENCE FABRIC AND RAILS IMMEDIATELY PRIOR TO REPLACING WITH NEW MATERIALS (THE EXISTING FENCE ALSO SERVES AS THE TEMPORARY CONSTRUCTION FENCE) O3 REMOVE ALL EXISTING CATCH BASIN AND STORM DRAINAGE LINES WITHIN THE CONSTRUCTION AREA, CAP ALL LINES ABANDONED IN PLACE AND NOT REMOVED AND NOTE THE PRECISE LOCATIONS ON THE RECORD DRAWINGS IRRIGATION DEMOLITION NOTES• RECOMMENDED CONSTRUCTION SEQUENCE: REMOVE ALL EXISTING IRRIGATION HEADS WITHIN THE IMPROVED AREA. FOR RECOMMENDED CONSTRUCTION SEQUENCE NOTES SEE SHEET GO.3. CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING IRRIGATION SAFETY REQUIREMENTS LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE IRRIGATION PLANS FOR NEW IRRIGATION) CAP ALL EXPOSED ENDS FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 ELECTRICAL DEMOLITION NOTES - CITY OF RENTON GENERAL DEMOLITION NOTES E1 REMOVE EXISTING LIGHT POLES AND JBOXES, CUT, CAP AND 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO ABANDON IN PLACE OR REMOVE EXISTING ELECTRICAL CONDUIT COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE (SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION). REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PROTECTION NOTES: PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS A PROTECT EXISTING UNDERGROUND GAS LINE TO REMAIN AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM B PROTECT EXISTING OVERHEAD POWER LINES AND TOWER TO REMAIN THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR C PROTECT EXISTING BUS STOP SIGN RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTIVITY. D PROTECT EXISTING GAS LINE SIGNS 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO O PROTECT ENTIRE WEST SIDE PLANTINGS TO REMAIN (NOTE: SEE CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. IRRIGATION DRAWING SHEETS L1.1 & L1.2 FOR NEW MAINLINE AND 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY CONTROL WIRES TO SERVE THE WEST SIDE PLANTINGS) OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. © PROTECT EXISTING FENCE AND/OR WALL TO REMAIN 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL CLEARING & T.E.S.C. NOTES: WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND 1. STRIP TO DEPTH SHOWN ON LEGEND WHERE STRIPPING IS REQUIRED, REMOVE ALL DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. PAVING, STRUCTURES, ETC. AS REQUIRED FOR NEW CONSTRUCTION. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. 2. CONTRACTOR SHALL ESTABLISH, MAINTAIN, ADJUST, AND REMOVE TEMPORARY EROSION 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE CONTROL MEASURES (SILT FENCING, ETC.) AS REQUIRED FOR NEW CONSTRUCTION. REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND 3. 'RECYCLED TOPSOIL' - ALL STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. BERMS. 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND 4. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO TO LOCATE UTILITIES WITHIN THE PROJECT SITE. VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME 5. TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED ON ALL EXISTING MH'S & CB'S AND ON PROPOSED MH'S & CB'S AS THEY ARE CONSTRUCTED. CONTRACTOR SHALL PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO ADJUST THE FENCE AND MAINTAIN THE SEDIMENT BARRIERS DURING CONSTRUCTION TO REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE. SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE 6. REMOVE EXISTING IRRIGATION HEADS AND ELECTRIC CONTROL VALVES WITHIN THE LIMIT ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. OF WORK AS SHOWN. CONTROL VALVES ARE UNDERGROUND (VERIFY LOCATIONS WITH 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. PARKS IRRIGATION SUPERVISOR). REMOVE ALL EXISTING IRRIGATION LINES EXPOSED BY CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS CONSTRUCTION. CUT AND CAP LATERAL LINES. ALL CONTROL VALVES AND IRRIGATION AND CAP LINES. HEADS REMOVED FROM SERVICE DURING DEMOLITION PHASE SHALL BE DELIVERED TO 11.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES RENTON PARKS DEPARTMENT. TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 7. AT ALL CLEAR & GRUB AREAS, REMOVE ALL EXIST. STRUCTURES OR OTHER ITEMS AS 12.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE REQUIRED FOR NEW CONSTRUCTION AND PROTECT EXISTING ITEMS NOTED TO REMAIN. WHICH ARE TO BE ABANDONED OR REMOVED. PROTECT AND USE HAND METHODS WHEN WORKING WITHIN DRIPLINE OF EXISTING TREES. 13.CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL / 8. SEE SHEET D2.1 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS, NOTES, CONSTRUCTION SEQUENCE NOTES, AND EROSION CONTROL SEEDING NOTES. ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. 14.CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL UTILITY NOTE WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT VEHICLES. (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN THE 16.IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING PUBLIC RIGHT-OF-WAY, RETAIN A PRIVATE LOCATOR SERVICE TO DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF -SITE (REF: PSCAA LOCATE UTILITIES WITHIN THE PROJECT SITE. REG I, SECT. 9.15. (A)(1)). 2. SEE SHEET D2.1 FOR CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES. TREE PRESERVATION NOTES (TYP) CONTRACTOR STAG I N G 1. TREE PROTECTION FENCES ARE TO BE ERECTED PRIOR TO BEGINNING OF WORK TO PROTECT TREES THAT ARE TO BE PRESERVED. FENCES DEFINE SPECIFIC PROTECTION ZONE FOR GROUPS THE PARKING LOT SHALL BE THE CONTRACTOR STAGING AREA OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. 2. CONSTRUCTION TRAILERS, TRAFFIC, AND STORAGE AREAS MUST REMAIN WITHIN WORK AREA AND OUTSIDE OF TREE PROTECTION FENCING AT ALL TIMES. 3. ALL UNDERGROUND UTILITIES, DRAINLINES OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZONES. 4. NO MATERIALS, EQUIPMENT, SPOILS, WASTE, OR WASHOUT WATER MAY BE DEPOSITED, STORED OR PARKED WITHIN THE TREE PROTECTION ZONE FENCING. 5. ADDITIONAL TREE PRUNING MAY BE REQUIRED FOR CLEARANCE DURING CONSTRUCTION. ALL TREE PRUNING MUST BE COORDINATED WITH OWNER'S REP. 6 NO HERBICIDES OR PESTICIDES SHALL BE USED IN THIS CONSTRUCTION PROJECT EXCEPT IF APPROVED IN WRITING BY THE OWNER'S PROJECT MANAGER. 7. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OF RENTON URBAN FORESTER TO DETERMINE APPROPRIATE ACTION, IF ANY. 8. ANY GRADING, TRENCHING, CONSTRUCTION, DEMOLITION, OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED. WHEN ROOTS ARE ENCOUNTERED 1" IN DIAMETER OR GREATER, THEY SHALL BE CLEANLY CUT WITH A SHARP PRUNING TOOL. 9. ANY ROOTS DAMAGED DURING EXCAVATION, GRADING OR CONSTRUCTION SHALL BE EXPOSED BACK TO SOUND TISSUE BY HAND DIGGING, AND CUT CLEANLY WITH A SHARP PRUNING TOOL. 10.MAINTAIN FIRE -SAFE AREAS AROUND TREE PROTECTION ZONES. NO HEAT SOURCES, FLAMES, IGNITION SOURCES OR HEATED LIQUIDS SHALL BE ALLOWED IN TREE PROTECTION ZONES. 11.THE INTENDED PLACEMENT OF THE TREE PROTECTION FENCING IS TO BE OUTSIDE THE DRIPLINE OF THE TREE. IN SOME INSTANCES THAT IS NOT POSSIBLE WITH THE REQUIRED CONSTRUCTION. IN THESE INSTANCES THE FENCE IS TO BE PLACED AS FAR AWAY FROM THE TREE TRUNK AS POSSIBLE WHILE STILL ALLOWING ROOM FOR THE REQUIRED CONSTRUCTION. IMPORTANT SITE WORK NOTES: • PRIOR TO BIDDING, CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE DEMOLITION WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION UNDER THIS CONTRACT AS SHOWN AND SPECIFIED ON THESE PLANS. • REMOVE ALL EXISTING ITEMS NECESSARY FOR NEW CONSTRUCTION. SOME, NOT NECESSARILY ALL ITEMS ARE LISTED ON THESE DEMOLITION & T.E.S.C. PLANS FOR FOR BIDDER/CONTRACTOR CONVENIENCE. • CONTRACTOR SHALL PROVIDE THE INSPECTION AND REPORTING BY A CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE). • CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN EARTHWORK TAKEOFF. 0 10 20 40 GRAPHIC SCALE KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) rC ME a o N� w0 0 N d c6 F. �= U � l 0� ■ LL m rn o U � OQ 021 4 o m� U �p M Na �m J(n n3 m Sri U) \ \ U Sri o o W Z Y W U Q m C3 m a N N Ld Q 00 o 0 w V) z N O a- Z N w o z V) LLI > o w H a w r 0 1 O a a � CU ■ W Cd O 0,6 Z .,..� G i O F_ C J ■� O �14 2 D1.1 R-419509 Sheet 9 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. 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I - - � \ \ . . , -.* -.*.. ... .. ... .. . .. . ,�... . . \ \ \ \ \ \ � / / / .. .V -.'.. . . . ��. > \ \ \ \ . .->. \ \ 1\ \ . . . . . . . . . ... . ... . .... '. . I.- - '.�- - \ \ \ \ \ _4z�5 -PI/ / / \ ..4. .. .. .. .. _. \ \ \ \ \ __� /I- po. / . . . . . . . '..... ............... \ \ 1\ _� - / . I - \\ ..\............... \ \ \ \ \ \ \ - - C) / '\ . . . . . . . � . 1. : ... . . . . . . ... ... ... . . . . . . . . \ \ \ \ \ \ \ \ 1_43�4 _ _ Qb/ / - � . 1 . . ...... ... . . \ \ , 1� __ . , ... \. .. -.,09........ . - - / , "I , \ . \ -109 - *. - - % _. % . . \ \ � \ -1 \ `1 - - _j / / \\\\\\ - .... \ \ \ __ RECOMMENDED CONS E: \, . - ,-- - - .. . . . \ \ g \ � 1\ `4z3�3 / / \ .117 I * ?. i..!\ - -.'.. -�.. . . ..... 0 \ " \, I., _ - ,_ - . .. � 1� - __ . . . . . . 4 \ . . . - - �. " *i --is .'' .'' -, %. . . . I \ \ \ 1\ \ I., I- - - . � _- _- - ". 1�,: \ \ / I FOR RECOMMENDED CONSTRUCTION SEQUENCE NOTES SEE SHEET GO.3. .. .. .. .",-.. . \ 1\ __ ,.!� / . . . . . . .. -_ . "I . . . . . 'IZ * * , I . * . . 6 \ 1 1-4-Z 1 . .1 � . . . 1. . -�. I. I. . - . - . 1� -_;I - -_ -_ . . . * - ' - ' - - . . . . . . . . . . . . . . . - -1 . . . . . \ - I \ __ __ __ �_ __ __ . . . . . . . . . . .. . .. .. \ . � \ \ - - I . *- *. . - . . . .. . .�� . . \� . .. . . . .. . . . . \ \, �_ -11-3-1-- --- �, 11 I j1x9%\ \�. ...... % , 1%, -*.* . . . .� . \ . . \\ . . . . - - . . . . . - -:0 * - A 1� NAN:-::-:-::, --'-.-N.--`-'-.' . . , . . , * ..4.*.-.* . . *.-. .:� - . \ \1 1� SAFETY REQUIREMENTS .�.'.....K...i . . . . - . . . . . - .�� .4 'I-, \ , . . . . - . . . .... _... ..... .. - .1 ."I - -. -.. -.. - . ..... -P, 1\ __ __ . D - \ -'.1 - . '.* - .\ '* * *.* * *.* * * .��. . . .?. . . . . ......... .. .. I .. ,:. - % "). *. - \ k__� \ \ \\ `1� -_ �_ - FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 '.1 I I I I - III... .. . -/,.*.-.'.-..% .. .. .. .. .. '11::. "_ . "�,\._.. "I '�, - _� - Al;�� . . . .\. I-- \ . .. .. - /V .. . . . __ . . �. -_ - - � - . I . . . '... ...... , , . , '' '* .. ........ _.. .... . � I - - - . '. . .... . . � . * ... * . , .. * . , - - Z -.'-.,- --'-.*-... . . -'I . . 1� N. ....... __ `1 �, -1 1� _11Z�6 - . . . . . . . . . . . . . . - . . . -%'-%," -, -* " * .-;,;.�'. . . . _\ �0\ \_1 11 "I "I ___ �, CITY OF RENTON GENERAL DEMOLITION NOTES .... - /-*. -*. -%. _._.. * * * * * * * * * * / . _. _. ....... .. . z - - ........ .. . . .. __ .... ._:0 . - *�'. . ".:�- -.* - .., .. .... , \ 1\ " __ '-- - - .. . . I.. \ ... -, .>. -........ I 0 . .. .. .. . . . . , . . It . __\_'��_'_ * - * - 11 -_ -0 ':�:=--� -.-- -- ', ... ? ... ............... - U. - . I., . `1 11 I , .. . . : ., . , * * . _;ol - ,.-.,.-.,.-.,. ........................... E .. - --v.\----.- '�, '1� �, �, III - * - '.. '.. . . . . . . . . ... . . .. .. .. .. .. .. .. . .. .. .... I- _� �� , � ) - - .. . I. . / ..-' * * * *`* *'*' * * * __ . . . . . . . . . , . . . . . . � \ / 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO . - Y. - ..-..-..-..-. -... .. .. .. .. .. .. .. .. .. .. .. . 0'... .. -I \� - - .. - - 1� 1� I _. _. 1��. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. . .\ . I . . - . . * *' *' *' *' *' *' ** . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . _...: :,\ . __ ... . . ..... . . . ... . . . . . . . . . . ..... . . . . III, __ .. . ____ - _... . . . . . . . . . . . . . . . . . . . . . ,.:.#,; ,\\.*-* - - __ I COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION . .; .1 . . --- - - - - ------ - -.-.-.-.-.-.-.-.-.-.- -.- -.- -.. ... ... ..- . . . . .. __ � .. . . . . .. .. .. .. .. .. .. .. . - - . .. . . . . - . . ... .� . . . . . . . . . . . .. .. . . . . %' %"N - - -. '. __ . . . - . . .. .......z.. .. . . . . __ ** ** , . . . . . . . . . . - - � -,.-.,- - . . . . . . .* .x . � _,�� - __ . .�� . . ... . . . . . . . . . .... . .. . �_� . . . . . .. .. .. .. .. . .. .. . . .. .. .. . . . -: �\. DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE ., , . , . * . * . * * * * * * `!� ?�. I __ _� - * . * . . * . . * . . * . * . . .. - ... ,..: � I' - ;j * , , * %. * . , . * . * . * * , * . . . � - - ... - * - I - I - I - * - * - I - * - . ., . .-$-., . .. I * * * . - ---y--.'- --�-..'-% - * * - * - . . .. ... -.-. .. ,_... .. .. .. .. .. ... ... ... .. - - . ... .. V - ... . .'Z\�. I -1 ------- .. ... . . . . . . . . . . .-. '.. - , \ .*.-.,.-." * * * * * ** ` ` ` . - . _. .. . . . . � .. . . . . . . . ..... *. . . A � IIIIIIII __ __ __ � I- ) . . . . . . . . . . . . . . . . . . . . . . . . . I , _.._....�� --.--�---,-.............................. ......J.. ...........................- . �* . _... _... .... .... - .. - .. - .. - .. - . . ...* .. .N.i�� I- -�o __ __ REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. .. .. .. .. .. .. .. .. .. .. . . .. . . .4 . .- _� .''. . . . ... .... .. .. .. .. .. .. .. .. .. .. .. ........... .. .. . . .. . .%?*:-.-j . -z- -1 / iI;�,,, __ __ . . . . . � . . ".. .. .. .. .. . .. .. ........... . .. .. .. .. .. .. .. .. .. .... �.... .. . . . . . . . ... , - : - '-I'. -,-,f' - __ � . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ..... . . . . . . . .. - . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . *., . . 1�t i . T SOUND AIR POLLUTION CONTROL AGENCY - . . 'I,: . . . . . . I . .. . . .. . . . . . . . . . . .? . . . :" . . . . ... .. . . . . . ... .. .. ... .... . . . . . . . . .. .. . . .%. \. A\�, , Y.,. . __ 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGE . . . . . . . . . . . . . . . . . . . . . . . . . . .f. , r,�, - . * . .. .. ... - - . .. - ...,...*.,..................................................... ...................................................,., -- - * - , - . . .. ....................... 1;'I . - - - .... _,�`IIIIIIIIII. -_ . \. %. - I . . . 1_;10. -, - . .. . . . . . I . . . . . . . . . . . . - ---'-'. - % - % . . �_:.t .-:iI:-A-.r -- -- - - / �� . . . * , .,:,. . . ... . . . . . . . . . . . . ..... ................. . C . - . ., , �__ .. - ...... . ... . . ..�... ..... _...... . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . , * . . . . * . �� . - : . . . . . X.-........... - _. - _. - _. - .. - .. - .. - - - - - - - - - - - _. - _. - _. - _. - _. - _. - _. - _. - _. - .. - _. - _. - -.-..-.--.- .---*----*.-.*- '. '. ". ` , . .;�'. , . . . . . . - 4��6- - . . . . . . . . . . . . . . . ... . * . , .. .. . . . . . . . . . . . . --' * , , . , , . , , '. 7. I.& . � . I �__,__ __ .... .... . ..... . ... . . . . ..... .. .. .. .. .. .. .. .. .. .. .. .. . . . . .- -*.-L-.�i . x . . .;...-�.�� - - &k ,_ . . AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED - ... ........a -, -, .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ......... . . . . . .. . - .. I - '** / PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS . . �� - -.:. ... - *� I ) , * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . " . . . . . . . . . .. . . . . . . . . . . . . . ... . . ... . . . . . . , . �_ .... . -:. - * - . ' ' - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . * '- '' '' '' * .\ � '. - - . ... ArAVA111111 . . . MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM - - , . . . . . . . . . ........ I * . * . * . * , * , * * * - - -- -- - . . ;.:, -'I ` - �or".. � . . . - - - . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . .. . � _.-__-�_.- . . . . . * , . .. .... .... .... .... .... ...Q... .... . ... . ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . "... .!. .i2 .. _. ...... .. .... .,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . - � . / * * , . . . . . . . . . J* , % . � . . X., . ..... . .. . . . . ..... ... . ..... . . . . . . . . . . . . . . . . - , .. " .� __11 . .. . * * . , . , , . * . ... . . . . . . . . X... . . . . . . . . . . . . .. . . .. . ... ... .. .. ... ... ... ... ... .. ... ... ... .. ... -.. -- --.., .. . . . N�, '. '. . . - ' ' ----4 - . . . . . . . >. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... .. .. .. .. , .. .. . .:_� -.*. - - -,%qj, - - .. . . -. . , ... ... 11. -...-.. _.. _.. .. .. . . . . . .. . .. .. ..*-.' �� . . . . . , V �t .... . . - . - . - .... 0 tzz . . . . . . * * , * , . . . . ��;.K . . . _. - _. _. _. - .. __ _. - _. - .. - .. - .. - * - ..- . . ,"_. - - - - - - - _ . N� . ... t - '_ '. '. , . . . . . . . . . . . . !:� � L ": k--4. * - * *' * . '', . *- THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR . . . . . . . . . . . . �e' N - -7 - B 'D / - . . . . ... . . . . . ... .V.. .. .. � .' AM* 2,,-- * * * - . . * . . . . . . . . . . . . , . ., / . . . . co .. . - . . . . . . .. . .. .... . . . . . . . . . . . . .. � . I . I I . . . �) . - . . . . . . , .. V). *. '. . . . . - . . . . . . . . . . ..... . . . . . . . . . . ..... . . -:� �� _ . . . . . . . . . . . 'y __� . . . . . . .. . . . . . . . . - - - - - - ��. . - - .- - .--...- ... . ,, .. . .. .. .. . . .. . . . . . . . . . . . . -. -. - �.� . . . . . . . .; . . . . . . - . .................. . . . . . . ..... . . . . . . . . . �,'. . . �� - : .0; I . . . . . . . . . . . . . . . . . 1�� . .. !4 . . . . . . . , '', ��-' .1 . * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . .../. . . . . .. .. . . .. . . . . . ... . _ � . . . . A ' . � * . � ** . RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... .... .... .... .... .... .... ... ... ... .. . . . . . . . , , , . . . % .7'. ....... . . - . . . ..... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . .. . .. . .. . .. . .. . .. . ... . ... . ... . .. . .. . .. . .. .. .. . .. . ... . . - . . . . . . . . . . . . . . . .. . . . . . . . . . �., --�. . . . . - - I . . . 7; - -* . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ......... . . . . . . . . . . . . . . . . . . . . .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. � .. .. .. .. .. .. .. ... ...... . . _1�1 -.* ..* ..* _. . ..,. -- -- ... * ........ -- -p--.-'-.-- 7 . . . .'- % .'- % .1 ACTIVITY. ..� .. .. .. .. .. .. .. .. .. .. . . . , . � ... . . . . �-.--. . * . . . , , , * . . . . . . . . . . . . .. . . .. .. .. .. . . .. .. .. .. .. .. . .. . . . .. .. .. . . . . . .. .. .. .. .. .. .. .. .. .. .. '.. ..,.. .. .. .. �� 4., *t��' * * . . -'-..- -,.,. ` ., . ., . * .* .* .* . . . . . . . . . . . . .. .. .. .. .. � .4. I - -*-- I . . . � , . . . . . . . . . . . . . � .. .. . . . -.--.--, , 1� I 1. --M --a- . \ "�'s I __ I' . %%'%`.�*,- *-'--'-.*-.---.-.-1...'..' . . . %� . . . . -`. . - - .- - .- - .- - .- - -< .-- -.6r N., - z v�- _.. _.. x . . . . . . . . . . . , . . . . - - . - 4. - . . . . . . - . - . - . . . . . . . .. . . . . . . . . . . .1. . . .� . ztl;�% -,�,- -i..: - , . ..!.._: . . . . . * , , . . . . . . . . . . . . . . . . . . . .. . .. . �. . . . . . . . . . . . . . . . . ." ., . . . . . . . .,��. :;,�, . ;... . . . I / . . .. , . .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. ., . . . . - - - ., -, -, . . . . . . . � .. . _. . . . . . I / . .. . . ., -t.' - 1, - *. - . ... ... .. .. .. . . . . . . . . . ................ . . .... .... .... .... .... .... .... .... .... .... ... - . % - . * .............................. * . . * . . * . . - .., ",* -.* .. - . - . - . . Z�'6.. '. ..: .. _3� - 11 .. . .. .. . .p. . ......... . . . . ...*..*..-..__-�.___�,_ ---.-.-- - *';, . . .. - . . . . . . . . . . . . . . . . . . . . . . . . .. ___*__*__*-_*- *. *. '_ , , . - 4:�-- �,, - " - - ........ I ............._.... .. .. . , , '' '' ** . , . , . * . , . * . , . , . * . '. * . '. * . , . , . , . , . * . , . . . . . . . .�� --h - - , 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO . . . . . . . . . . .. .. .. .. . . . . .. .. .. .. .. .. . ,-,.. _.. -............*...*...*...*...*...,...,...,...,... . . ..'. - � �- -_-�. . �.,., .I - . . . . � / 1/. . . . ..I.,. ". " '. I - , - , - , - , - , - * - , - , - , - , , * * . . . . . . .,:�. . . , , , - - *::L;�.: . , - -X1ST ------*.-*-*.-*-*.-*-*.-*-*.-,-,.-*-*.-*-.-*-.-*-.-*- , . * . . . . . . . . *' "* * . . . .. .. .- - - . ..,. k ." --::,,�.7-.- - . . . . , . . . CUT ---.E . ING . . . . . . . . . . * * . . . . . . . .. .. .. ... '. .._ .., . - I / - , . .. ._'1'_'1'_'�1_-.*_-.,_ -.*SAW*-,- __ __ __ __ . . .. . . . .. ... .. .. .. .. .. . . .. . .. . .. . .. . ... ... ... ... . .. .,� . . . . . . . . . - . . .. .. . . ., . . - - -�-- - -.. ... .--' I - . . 12. - - : --;?- __; - -, , -.-*.-.- CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . , .................................. .............................. ................................................ .,-* - *.- ..... - - , -��:,-... - - -, wl�- I .: .... * _::�_' . . C URS. -.'-.' '.' '.' '.' .'.�.-.*.-.*.-.' . . . . . .�. . . . � . . . . . . . . . . . .. . . . . . - . . . . '. �' . . ., . .. ... . . . . . . ' 'L-T-.-.AND. -. . . . . . . . .. . . . . .. . . . .. .. . .. .. . . ." . . . . . . .. -.,::.. ..1; � .... I .p. _'. % _'. - "-'- -'-ASPHA -1 '' * * * * * , , * * * * * * * * , . . . . . . . . . . . . . . . . �_ .. � - , *,::,. - ..,;*;. . 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY - - - - .. .. . . .. .. * .. .. .. ........ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... * *.,.,.*.*.,.*.,.*.,..., *., *., *., . , . * . , . , . , . .___�_.1_..._1_1�1_.1_. ... . .. . - , *,::,. . 1.*-. I .-..-._-..- .. - - - - - - .. .. .. .. .. .. .. .. .. .... .. .. .. .................... ........ .. .. I,'-'.-'.-'.-*.-. .. .. .. .. .. . .. .. ........... . , , . ---. ..__1!z_.. . . - % -0 . . - . . . . . . . . . . . . .. . . . . .. 1% -.*. -.'. ..'. -.* . . . . . . . . , . . . . . , . , . * * * * * . , . , . * . . * .... . . . . . , * . . . . .. ...... ... . .... . .. ............ , . .... ... , .... .. ..................... . . ..... .. . . . . . ... * . ** . '. '. *. *. *. *. *. '. '. '. * . . . .-..-..-..-. _...---%-�_%--w��,:_- .. .. . . ...'. . ..O., . . . . . . . . . .. .. .. .. .. .. .... .. .. .. ... ... .. . . . . . . . . . . .;. .,., . * . , . , . , . , . * . * . * . * . * . * . * . , . , . . . , . . . . . , . _)'_ % . . . . 0� _.............. .. . . -:- ---- ---��- . . .. .. "I 4 *. ... \ � X . . . .. .. .. .. .-/....' , , , '' , , , , . . . . '_� 1, , * L . . _x OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO . . . . ...... . .. ... ..................... .. . . '--,..*..*..,..,..,..*..*..,..,..*..*..*..*..,..*..*..* . .. .. .. . . . . . . . . . - . .. ..-.. ......... --,; .., . / . . . . . . . ..,. . . . . . . . . . . - ";Ul, .. . . - . - . . . .. V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . , . ..... ... ....., *' '' ...... .. ......... . . . . . . . .. .. .. .... . . . ............................................ . . . . . ............................... --.-.-:..x ..* ... - .- ... ... , . . .. .. .. .. . .. . . . . . .. .. .. .. .. .. .. .. .. .. - . .. .. .. _. _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. .. .( - - . .. . . . . . . . . . . . * , , * . . . . ` ` ` ` ** ** ** ** ** ** ** ** '' , . . . . . . .. . . r% 17nHmnATirwq Prim (ziAp Akin rywkinwn Prin npAnr Tn PP7 np7kAnii(zwr7n nrunimw Aii . . . .'......31 > -.*. - -.*. *. -.'. *_ -.*- *_ -.' x . . . . . . .. . q. . . . . . . . ...�,� . . . . . -, , . . . . .. � ..... . . . . . ::-:i:-::.:.::-:..:.:.-:..:.:.-::.*,* - * * �' -. , -. . . . . ... ., BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. \1 / .... . . t .. . . . . �_ - . . . . . .. _(a : . . . . I ... . .. 4 . . . . ....1%.-.1.._.1.. . . ... . �.. .. .. .. .. .. .. .. . . .1.. . . ... .. ... .. . . Z. . -.----,.. . - . - -.- -_: ,--. - - .. .... ... . .. . .. . .. .. .. .. .. .. .. .. .. . . . . . . . . . . .. . . . . . . . . . Ln .. .. . . .. . . .. . . .. . .... . . .. .. .. .. .. .. .. . .. .. .. ___ - . . . . . 01 I 00 = z I I z: ;r\ V _11 z: I 0 , zn- 0 = M 070 M __� \ \ \ , ) - 6 ):6 C1 15 M 0 CON -0- eIr ;;IN . Or, M 7� '7' 0 _11\�: - . �- - - - - " � � % 11�� - '. , , -V� 4 - 1 4 -1. . . \_ - el . . , __l 1.*-.*. x ..O__�IIIIIIIIII` .. . '0 . . > III % lI'l - Z� V, - .... I CA �t.. _... , * � . . . . . - UY �, 1k ` * / __ .- D. /I � .:... - - 0 �\ -V - -. Z, / ;I I � \�\\!��,I! .-. .. - -_.. . 4/ IIIIIIIIIIIIIIIIIIIIIIIIII�m I . 2,421STkI101 - , - 11s, - Ay_�;l \\\NN_E\'1W, ., , 4 1 #1 FIF I '11, zN14-14111; r _l "I I I . - / f ... .. .. . .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . * _-__1 ... . . . . . . . . . . . . . . . . . . . . . . . ............ . * . , . , , . * . * . * . * * * * , , %,. . 11I - . - - .- .- .. . .. . . .. . .\ . .. . , * * , * * *********** ...... * * , * ..... * * * * * * * , , .. . . .. " . . .. . . . . *. *- '. '. *-**.**.**.**.**.*-.* * * * **.*, , ** * ''., , * * ..�--.' * * .. * .. * .. , .. , .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. * .. , .. , .. , .. . *' ", . , . .. ..,.. .. . , . , . , .. , .. , .. * .. , .. , . __:;�, * I * I * . . . . . . . . . . . . . . . . . . - .- -- . . . . . . . . . . . . . . . ._z__._ . . - . . . .. .. . . . . . . . . . .. .. .. ;. .. / . . . . . . ........... . . . . . . .-. . . -. . . -. .. - -. . , - - - - . . - . .. . .. ... ... ... ... -.. -.. - . -. .. . . . . . ro WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). . . . . . . . . . . . . . . . ..... ..... . . . .. ..... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - :: . . .. .. .. .. .. . . . . . .----, - -. - -. .- -.- ... ... ... ... ... ... ... ..- ... ... -.. -.. -.. -.- -.- -.- -.- -- - - * . . . . .. :-0:0-,-`-,-,... .- . . . , - , * , * '_ *_ *_ *_ *_ . .. .: .: .:.: .: .:.*/ .:.: .: .:-. �r"_ -.�\. . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . .. .. . . . . . . . . \ : -t*-- . ..\ . . * * . * . * . * . * . � . * . * * . * . * . * . * * * , . , . .. .. .. .. .. . . _. ....... ....... ..... .. .. . , - , * * * * * * , , * * *. *.* *.* *.* *.* *.*,.* *.* *., *., *., *. *. *. .. ... * . * .. * ... ... ... ... ... - . , - , .. *..... .__ ............... . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , i . .. .. .. .. .. .. - - .. . .. . . . . . . . . * . . . . . - - `.,�_ - '-* .;-,. I .*. I .*. I *1 I *1 I ** I ** I *1 * "' " * *** *** * * * * * * * , , , * * * ** ** *1 *1 *1 .** , * * .* *.* *.* *.* , * *., ., , ., . . . . . . . . . . . . .. . .� . . . . . . . . . . . . . . . . . . . . ... . . . . . .\- . w . . . . . . . . .1.*.-. .,. * * , , , * * * * * * * . . - - _� --':- ... ... ... . . .. . . . . * , , .. .. .. . . . .. .. .. . . . . . . . . . . . . . . . . . . . ...... .. .. .. .. ............. . _. .. ., ., . . a 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND . . .. . . , , , ...-.. - . - . - . ..I\. _* .,...%..%..%..%...%. "-. "- . -.�,_%..*.. .. .. ...... , . I% . .. . .,. %. .,.. .,.. . %. . *.. . . * . I.----- -*.- -*.- _*.. '.- *.- .- .- .- -.- -.-.-...-...-...-.....-.-.-......... ... I... I... *... *... *... 1._. I.... . .. ................. .. .. .. El. % .. -'. - -,.,:-%_,_-*% , * . . . . . . . if . . . . . . . . . . . . . * . . .. .. . . . *. " %. %. %. %. .. - w x ... ... ... ... .... .... - .. .. . . .. . . . , , , , , , !11!-__' - * - , - '. '. '. *. * . . . ....... . . . . . . . . . . . . . . . . . . . . .. .. .. -_-_�..1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *_ I . . , * * * * , , . . . .---. . .. .. .. .. .. .. -\-..*..*. . . .. .. .. .. .. .. .. .. .. .. ......... . . . . . . . . . . . . . . . . . . . . . . . . DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. . . . . . . \ .. - __ . * * - - . . . . . . . . . . . . . . . . . . . * . . . * * * * * * * * , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . .. .. .. . . .. __ - '---'.-'.-* .* . ..*..**.**.**.**.**.**.,*.,*.,*.,*.,*.,*., -, -, - _'.. . .. * * *., .., .., ..* ..* .. .. ................... . . , * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . , .41 1 .1 . . . .. . .. . .. .. . . . . . .. . \' * _* - . . . \ -**.' -**.' . I.. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. I i I * �_. - . .. . .-. . - .1 ... . . . - . . . . . -� .* 1* ** ** ** ** * . . . . ... - **,-* - :'- _: -.' -.' -'. - -'-;-.. .... . ... . . . . . . . . . . .. 1, . . . . . I .1 . . . . . . . , , * * ... . . . -- - �- .., .... - - \ , , . . . . . . . .. . -.�. - .- .*.**'- '. *. *. *. *. *. *. *. *. *. *. * ..'*** * .** * * * .* , I . , * . I . . . . . . r.. , . . , . . * . . * . . - ....r. .-. .-. ___7;� - .. - . - . - . .. - .. .. .. - - -, * . * . * . * . - . * . * . , . * , , , , , * - * - * - , - - - ... . . . . . . . . . . . . . . . . . . .. . . . . . .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . , , * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . * . . . . . . . , * * __ '_ '. '. '. '. '. '. '. '. '. ** ** ** ** ** ** ** ** ** ** '. . . . . . . . . . , . . . . . . . . . . . .. .. . .. .. .. .. , .. , .. , .. .. .............�. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ........-.. .. . T . - - I .. � . . . . . .. .. ........._._.._. . ......................*....*........ ...... ............. - -:: - -:::\:-::-::::j... . . . . ... . . . . ......... ... . . . . . . . , , , - - . . . . . . . . . . . .. .. .. .. .. .. ................... .. .. .. .. .. .. .. .. .. .. . . . . . . . ... . . ..................... .. .. . . .. .. .. .. .. .: .: . . . . . . .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. Ljj 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, E C., SHALL BE REMOVED PER COUNTY/STATE . . . . . . . . . .,.. . . . . . .. .. .. .. .. . . . . . . . . . . . .. . .. .. . .. .. .. - - - .. .. - .. - .. . - -. - -. . , . . . . . .. � - . - . - . - . - . - . . . . � . . . . . . ........... . . . . .\ . .. . . . . .. .. .. .. .. .�11��_.. .. . ... . . .. . . . . ....... . . . . .. * . , ., *.* *.* *.' .. . . . . . . . . . . . . . . . . . .. . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. �;..-. ... REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND . .. .. .�. . .............. T. .. .. .. .. .. .. .. . .. .. .. .. .. .. . . . .... .... .... .... ... ... ... ... .... ..... ..... ..... ..... ..... . . .... .... .... ... , , .. .?. \.. ___ - * - _* - .* ..* ..* ..* ..* - * - * - * - _ . .- .- .- .- ..* .., -.* _. . . . . . . . . I --' - - - - I / . . . . I ... . . ..1 \ :: .: .: . . . . .. . \_ \'. - - - ....'....'...... ., *.,., *.,., % % . . . . * . . . . . . . - ... ... . . . . . . . . . . . . . . .. . . . . . . . . . .: . . . . . .. ... . . . . . . . . . . . . . . . . . . � . . . . . . ........... . . . . . . . . . . . . ... �. , . . . ..:,..: . . . . .. ... .. .. .. .. ......... ... - . . . . . . . . . . . . . . * . .. .. . . .. . . . . . . . . . . �-07_. .. . LU . . . . . . .. .... .... .... .... . . . . . .... .. . .. . .. . . .. .. .. .. .. .. .. ... . .. . .. . .. .... . - . - . ...... . .. . . . . . .. .. .. .. .. . . . ... . ... .. *6 . * . * . . . . . . . . .... \-.,..-.*' .* * .* * ., * . . - . - . - . - - � . - . , - . , . . ... .. .. . . . . .... .......... ........ .. .. .. .. ... . .. . . .. .. .. .. .. .. .. .. . .. .. _. � -.* -.* _.%_.%_.%_.%_.%_ ... . ... ... ... ... ... ... ... ... J.*._-I*-'.��j ... I COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . - . � . . . . . . . . . . . - - - - - - " - .?�?�.?l . . . . I I I ... ... . . . I . . . . . .. .. .. .. .. .. .. .. .. . .. . . :-::::�::-:::::::-:::::::-:: ... ......*... . N ... . . .. .... ............ ........... . ... - - -- - . .... . .. - . . - . - . - . - - - - - .... . . - . - . - - . . . * I. . . .. * * *. * . * . * .............................. ... ...... ........... .. .. .. ... , ............ ..... .. .............. . . ................ . ................... ... .................. . .. . .. .. .. .. .. .. ....... t . . � N.. . YA. . . . . ...... . . . . .... ....... . . .. .. ......... .... ............ ............ .. .. .. - - , , * * '. '. . - . - . . . . . . . . . . . . . . . . . .,. .*. .*. . % . *. .,. . *. .,. . * . .. . '1� - "I )� . . ... [.. _. .................. . . .... .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. . . . . .................. .. ... ... ............. ... .. .. .. .. .. .. .. .. .. . . . . .. . , ., . . . * , .*. .. .. .... . , ., .r.. .. ... ... . . . . . . . . . .. .. .. .. .. .. .. .. .. .. . . . * .. .. . . . . . .. .. .. ... ... ... .. .. .. ..... .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. . . .. .14.-- * .* ,.* *.* **1 * * - I - * ** *1 ** * - - --j:. I .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -\.-*-'- - -'- - * . . . . . . . . . . . . . . . . _. - _. - _. - .. ... ... - . - _. _.- _.- . . . -;---, - -, * - * ... .. .. . . .. .. . . . . . . . .. , . . . . . . / \ . . . . .. . . . . . . . . ...A . . . - -- \--- . . . . . . . . . . ..__ _� , - , - , , * * * * * * * * , - ... . % . . . . . . . � . . . . . . . . . . .��. .* . . . . . . z / . . . . . . . . . . 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND I I *., *. * '. * * , . . . . . . I . . . . . . . . . *' *' , . , *' . .. .. .. . . . . ,. . . . . U) . .. . . . . . . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . * ** . , . , . *' . ** . ** . *' . '' . , . * . * . * . * . ** - , . . ** . ** . . , . *' .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .......... . . . .. .. .. .. .. ..... . .. .. ..... . -_� - - . . ....................................... . - . ........ ... . . . . . . . . . I%. - . - . - . . . . . . .. ..... .. ....... . .. .. .. .. .. .. .. . .. .. .. .. .. .. .. ........... . .. ........ . . . .. .. ... .. ... ... .. .. . I . . . . . . . . . . .. .. ... . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . ".. . . . . . . . . . . . . . * , * . . . . . . .. .. .. . .. . . .. .. .. .. .. .. .. . .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . , .. . , * . . , . . , * * * .. . ... ... ... ... ... ....... .. .. .. . .. . . .. .. .. .. . . . .. ... ... .. . .. . ... .. . .. .. .. .. .. .. .. . . . . . . .. . . . . . . .. '.. . , ...".. . . . . . . . . . . . . Uj DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL - - - . . . . . . . . \ - - . . An. . . ..... :: ::?�.. .� . . . . . \ . . . . . . . . . . . . . . x ... . . - .. -.\ . . COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING , '**'** . . . . . . . . . . . . . . . - . .... . - ::: .� . . . . . . . I I - - --.- --ew .-. I— , * ** , x ........ : �:::::::::::.-:!:: .\ -� .* * * * ' * * * * * * * * * * * * * * * ' * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . .. .. . .. .. .. .. .. .. . . . . . .. .. . . . . . . .............. - . - . . - . - . - . - - - - - - - __W"�_* -.* -.* -.* -.* -.* -.* - * . . . . ...... . * * , , . . . . . . * * * * ** * * * * , , * * , * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. . . . . . . . . . . . '. '. '. .. ..'..... .. .. .. .. I . . . . . . . . . ........ . . . . . . . . . . . . , .\. , .. * . . . . . . , * . . . , . . - ..- - Lu * * * * * * * * * * * * , * * * * * * , . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . ... ..... . COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO . . . - .J... .... -* - -* - -* - -* - 4.................. . . . . . . . . . . . . . .. . . . .. .. . . . . . . . . . .. .. .. .. . .. . .. .. .. . . . .. .. .. .. ... . . .. .. .. .. I\. * * * * *1 ** ** ** **.'* ** . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . I L, I I . . .. - . . .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . ... . . . . . . . . \ . . . . . . . . . . . . . . . \... . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . * . . . * * * * * * . . . . . . * . . . . . . * . . . . . . , * * * * * * - . . . . . . . . . . I . . . . * * * . . . . * * . . . . . . . . . . . . . _ . * , , . . , * * * , * * * * * , * * . . . - . . . . . . . . . . . - . .. .. . . . . . . . . . . . . . . . . .. . . -\ . . . . . . . . . ...��.. . . \ \ . . . . - I � . . �. . . . . . . . . . . . . . . . . . . . . . / . . .. . . . . -....I..... .. .. .. .. .. . ..... .... ... .. . ;`�* -.* -.' -. . , --.* . - . .* . - . .* . -.... -f. . . - _. ' . * . * . * . * . * . * . ' . ' . ' . . . . . . . . . . . . . . .. .. .. .. . .. .. .. ...........-. ..- .. - . . . . . . . .....N.. . . . . . . . . ..... . . . . . . . . . .F . . . .. . . . . .. N . * . * . * . * . * . * . * ' . ' . ' . . . .. . . . . \ . . . . . .. .. .. .. . . . . .. .. \ ** * * I . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ..,.. .. *.. *.. *.. *.. . . . . . . . . '. . .*. *. __. * * .. . .. * .. * .. . .. .. .. .. .. .. .. . . . . . . - . . . - .. .. .. .. .. .. .. .. .. ... ... ... ... . .. . . . . . . . . . . .. . .. . .. . .. . . . . � . . . . . . ... . ... . .. . ..\. . . . . . w ....... * ...... , .... , .... , .... , ... , .. , ... , . * .. * . , .. * . * .. , . , ... , ...... ..... , ...... '- '-.--.-�- -'--'--'- . .. . . . . . . . . . . . . . . . . . . . . ... . . . . . . ._:..� VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME I __ * . .. '11''*** ****'*1 - - -- - - _V.*,.*,.*,.*, . '' , * , * * .* .... .. .. . * - , , . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * , , * * , * * * . . . . * * * * * * * * * . . . . . . . . * * * * * * * * * * * * * * , * * * * * * * * * * * * * * , , . . . . .. .. .. .. .. ** * * , . , . , . , . , . , . * . * . .. .. .. .. .. '' , * * . * . * . * . * . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ** * . .. .. .. .. . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . .. . . .. .. .. . . . . .. .. .. .. .. . ..:- ...\.:. - - * , , , , . .. .. .. .. .. . .. ............ . . . - - . . . ... ... . . . . .. . . . . . . . . . . . . . - - . REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE ........... ..................... .. .. .. .. . . . - .--* - .* - ..- . . . . . . . . . . _. - _. - - . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . . . . . . .. .. * V * _. _. _. _. _. .. .. .. .. . . . .. .. . . ... ... ... - . . . . . . . . ............. . . . . . . . . . . . . . . . . . � . . . I .. . - . - . - . . - . . - . . . . -�--:--. -..-.--.-..-. .:-.: . . . . . . . . . . . - .*.:.-.. .. .. - .. . I . . . . . . . . .... \-* . . . . , * , * , * , * , - _\_ - - - I - . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . �. . .. .. .. .- .. . . . . . * * . , . * * ** ** *' *' ** . * . * , . , . , - ........ ....................... . .. . ... .. .. .. .. .. .. .. .. .. ..,:.:. . ..:.:..: .: .*.: .: :.... ... . . . . . , , , \ . PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO % * -*.'.* -'.* * . . . .� * . . .* . J * '�'..* * * - * * **** - **' **' . . \ . . . . . . . . . . . . . . . . . . . I . . -::.� . . . . . . . . . . . . . .:..::: , . . - �.�� . - A _*_`_'_'_X* * * * * * * * * , . , , , , , , * , * , * , , , , , , , . . . . \. . . . . . . : . .-. . 1.-::::-:*:::.:- ..: .\ . . . . . . . \ . . . . . . . .\.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .... . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . .. . .. .. . .. - .. .. .. .. __ .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . - . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . V . . . , * * , , .., ..* . . * ...... . * . . . . ....................... ......................... ................... , .. ... . . . . ............ .... . . . . . . . . . . . .................... . . I SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . , . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . .. . . . . ... ... ... ... * , * . . . I..-.-. -.--.-. -.--.-. -.--... _- . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . .. . . - . . . . . . . . . . . . . . \ . . . . . . . ASSOCIATED WITH AN . . . . . ....... ................. .. .. .. . .. . * . . , . .. . ` . . , . . * . . , . .. .. .. .. .. - . x . . _. . . . . . . .. .. .. .. .. . . -, - -, - _* ... . . . ...� . . . . . . . . . . . . . .L - . ... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . - , . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . I . . . . . , . * . . . . . . %. . .".. -.* *.*.*.' %, - - 1, * .'.' . . * '. * ., * '' *.' - __.- . . . . . . - .. . . . . . . . .. . . . . . . . .. . . ... . . . . . . . . . . . . . . . . . . . . \ DI DUE TO HIS ACTIVITIES. . . ..01 . - .:.. � .-.... .. .. . . . . . x , * . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . .. .. .. .. .. .. .. . * . * . * . ** * . * . , . , . , . , . , . * . , . , . , .. , . , . * . -, -- * " * . '. %% * * * . .. .. .. .. .. .. .. .. .. .. .. .. .. .. '* '* '* , . .. .. .. . .. .. .. .. .. . -\-:: -:. -*., .,., .,., . *., . *., . *., M 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -�:�� ..-. -. -::.: . . . . . . . . . . . . . . . . . *\-'-.* , '' ** , * , * *.*.**. . . :.--: .� \ . .. . . . . . . ..:. . . ............. . . .......... ..... .. .. - �_�, . . - . . . . . . * . * . , . . .: .: .:I . . . .. ..'. -. - M. -'. .. .. . . . . . . .. . . . . . . \ . \ _', * '* '* * . . . * '' '' '' '' '' '' * * '' '' , -*-**-*-* . . . x . . . . . . . . \ I . - . . , . * . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . .. . . ..... .. .. .. .. .. . . . . . . . . . .. .. - - - . . .. A. .. . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . .. .. . - - .- - .-,.- - * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . , * * * * . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . , , * . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 0 1 .-*. - , - ,.- ,..o . . . . . . * . , * . . . . . . . . . . . . . * * , * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . -*.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * "'' * . %. % % % % '. '. '. ` ` . '. %. '. % % . . _. .. .. .. . . . . . .. .. .. . . . . . . . . . . CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS . . . . . . . * I .;:[ * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. \1 . . . . . . . . . . . . . . . . . . . . - . . :.:.I.. '' '' '' * \' , , , , , , , . . .. . . . - . - - . \. .... 1, :_-*-:--:--1-:_.:..T":. I � \ , . * . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . - - - . . . . . - . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ............... . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. -.::.::.:.::.::.: . . . . . . . . . - . . . . . . . . . . . . . . . . . . * " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 0`1111"'11 . . . . . '. . . .. .. .. '1� . . . . . . . . ., ., .* . . . . . . . . . . . . . . .. . . . . . . . �:::::::::::.:::::::::.::, , , 13 AND CAP LINES. .. .. .... ... . .j ... . ,(n, - .* - .* - .. . . .. - - , '", - .............. .. \. . . . . .- - --� . - . %. . .\. ... ... .......\.. .. - - ... ... . . . . . . . . . I . . . . . . . . . . . . . . . . - - - - _: --:-:..:. . ... ... 1. . . . . . . . . . . . . :::.:�:.\� . . . . . . . . . . . . . * I *'- * *'--"4;'. * , % * * * * `: . . . . . . . . . .. .. .. . . .. .. . . . . . . . . . . . . . . . ... .. .. .. .. .. . ... . , . *' .. ** -_ . - , .** .. ........n -, - -, '- , , , '' '' '' ** ** ** , *' . .. . .- - .- - .---,- . . . . . ..\ V I I , '' *' .. , , - --- �-:-.:-.,-:..:..,-:.-:..,.:.-:.�:.... - . . - ...6-0- .--- - ...... . .. .. .. I- . -'. .�; .. .. .. .. . . .-. .-.Z.* - \ . .. . . .. . . - . , - W. .7 . . . . . . . . . . . . . \ . . . . . . . . . . . . .. .. .. I It . ** . . * . . * ... -o- - - � . . . : . Ili . . . . . . . . . . . . . . . . . . I . . . . .1. . . . . . . . . . . �_,. - � . . . . . . . . . . . . . . .. .. ..F.. .. _ .. .. .. . . . . . ......,.; ... . . . . . . . . ..... . . . . . . . 11*�- .*.. _\_ -'.- -,.- %_ %_ % - '. - % - . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 11.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES . . . .. .. . . . . . . . . . . . . .1 , , . . . . . . . ;'I . . . . . . . . . . . . .. .. .. .. .. .. .. .. . \ . . . . . . . .. .. . . - . - . - . - - . - - _e. * * , * , * . %. %. %. . "'. �_*_ .'.*- �_-_-' ''I'll, * * * . . .. .. .. ...... .................. .. ............................................ .. . . . . .. .. . . .. .. .. . ... . - rr . . . . . . ..... . . . . . * , . . . . . .. ! , " �. . . . . . . . . . . . . .. . . . . . ... . . , .. .. ..A I - . .. ..- .- .- .- .- .- .- I r�_ '. '_ * - _.- _.- _.- _.- _'____� * , . . . . . . Ix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , * * * * :-.:-.I:-. .,.:..]. ................. . . . .J. . . . * Tn' . . . .... .... .... .... ..... * * * * ........... . . . . . . . . . . . . . . ..... .. ... ... ... ......"... . . ..... ........... . . . . . . . . . ..... . . . . ............. . * . . * . . * . . * . . - . . . .. .. TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. . .. .. .. .. .. .. .. .. .. .. .. . . . . . .. .. .. .. .. . . , . * . * . * .. .. .. .. .. .. .. .. .. ". . . . .. . .. .. .. . . .. . .. .... .. .. . . - .. .. .. .. . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .. .. . . . . / :-:. , .:.* , , 11 4..111. . .:pI I I I * * . . .. .. .4. N . . . . . . . :: .::.:: -::-:\ -::-:: .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..-'.'- `.-'--`-`_*_,"_ . -:-�--- -::i-* -::, * * * * * , . . . . . . . . . :: .: .: .* .: -` * , * , . . . . . : : ; - .� \ .: . . . .......... . . . . . . . . . - , . . . . . . . . ____ - 1. . . . . . . . . . .. .. .. ...... ... ...... .. .. ....... .................................... . . . .............. ... .. .. .1 . . . .. . . . .............................. ...........Z...� ...... . . . ............... - . - ._ .. .......... , .. .. . . .. . . . . .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . . . i .1. . . . t . . " . . . . . . . . . .. .. . �; . . . . \ . . . . . , � . . . . . . . .. .. .. . . .. . . \* . . . . . 0 12.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE . . . . . . . " . ..... .. ... . .. . .. ..t �). tA - ...... .4;"; ..... . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . .�L . . ..... . . . . . . . . . . . . ...... . . . . . . . . .. : \ . . . . . . . .. .. .. .. .. .. .. . . .. . . . . .. . . . - . . . . . . .. . . . . . . . .. .. .. .. .. .. ."... .. .. .. .. .. .. . . . . .. . .. .. .. .. . . . . . . . . . . . . .. .. * , . . . . . .. . * . , . - I j`:%:-., .*-:.....:.....:.................I- -:..-..:.:..:9. . . . . . .. .. .. .. .. ......... .. . . . - , . . . . . . . ...... ... .. .. .. . . . . . .. .. .............. . . . . . . ..... . . .. ..... - .�.. '. .. '. .. % .. % .. *..* *........, . . . .. .. . .. .,--, * _�.�-*._'-* -'.* -'.* - - - .- ... I... . . . . .. .. . .. . . . . . . . . . . .. .. .. . �. - _....... .. .. .. .. .. .. .. . . .. .. .. .. .. .. ........... _.. . .. .. ......... ... \.............. ............ .................... ................... . ............. .... .\.......... . * * * * * . , . , . , - * . . . . . . . . . . * * * . * , , * . * . , * * . . * * \---"' ' *' '' . " . , . .. .. .. .. .. . .:.:.. .:....:..:] ..... . . .� . x . \ .. - . . . .�. I WHICH ARE TO BE ABANDONED OR REMOVED. . : - . . . . . - - - - - - .. .. .. -- -- . . . . . . . . . .. ----; - _* .., .., ..* .. - . . . . . . . . . . .. . .. .................. . * .. * .. * .. * .. * .. * .. * .. , .. * .. , .. * .. * .. * .. , , , .. * .. , .. I * . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \. . .. . I . * * , * * * * * � * * * *, * *, * *, * *, * *, * *, . . , * *1 -, *"- , "' * " * " * , * * . . . . . . . * * , * * . . . . . . . . . . . . . . . . . . . . . . . . . * , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - '. , - * - '. '. - . . . . . . . . . . . . > . . . . . . . .. . .. . . . .. ..... .. . .. . .*�_-. - * .* I . . . . . . . . . . . . . . . ___� . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . * - . . ... ... ... ... ... . . . . "I . . .1 ... ... ... ... ... ... . . .. . . . . . .. . .. . .. . .. .. .. .. . -,. ** '. '. ., ., . , ., A- . . . . . ... ... ... ... .. .... . ... .. .. . . . . .. . , ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. . . . . . . . __ - - - - .- .- .- .- .- - .- .- .- - - .. - - - , - . �� . . . .-.- - - \ . ::- -.*-:-I-.*-:..:..:-:..:.::.:--:-.:-�- * * * ** '' - - , . � . 11CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL (n .... . .. . . . . . . . : -: .:: -1::-: -. .:-.--: -: ... .... . . . . . . . . . .. . . . . . . . . . . . . . . . .. , , , , , -. , - - , : , , , * , , , * * , , * * , , * , , , , , , *. .'' .'' .` .` ., * .'' , . , '' .* * . .'' .'' ., . .:.:�.:� . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . -;" - % \- *-,\ .,. - *-,. *.,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . .. .. .. .. .. . . . . . ... . . . . . . . . . .. . . . .. ..... .. .. .. , * .. . . . . . 14.CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL . . . . . .. 3- -.-%-.-*--.-.' . . . . . ..... . . . . .. .. .. .. .. .. * , , , , .- ...... � . . . . . . . . . , * * , , , .. . .. .. .. .. .. . . . . . . . . . _V . . . . . . . . . . . . . .;P;. . . . . . -\--* -. I - I... . . . : .....Z_ �-:, . . . . . . . . . .. .............. . ... .. . . \ . . -::-� -. -.-* -:: .. . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . - - - = . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. _% _;-��_%' _%, _% ,.,. *.,. *.,. *.,. *.*. ". ,.*. *.* . % *. ...;!.. , . . . . . . . . . . . . ... . . . . * , . . . . . . . 0 > * - - . . . . . . . . . . , . * ...... .... .. ........... . . .. .. .. . .. .. .. . .. .. .. ........................................ , .. * .... " ��_ - -, ......... \_..................... :....... .................. ... ... - - ............. * * , * . * . LU _0 ... .....I................... . . . .. .. ........ . .........;;�........... ....................................'e.................................. - `- ....... .... . .. .. .. .. .. .. .. .. .. .. .. .. .. ... . ...*........................ .. - -. - -- - I I - . . . .. .. .. .. .. .. .. .. .. . . . . . . . . . ... . . . . .". . .. .. .. .. .. .. .. .. .. .. - -- -- .. .. .. .. . , . . . . .. .. .. .. . \ . . . . . . . . . . . . . .. . * * . . . . . . . * * * * , . . . * . . . . . . . . . . . . . . . . --i ....... . ........................., .. . . . . . . .... . .....- _.- - . - _.. .1. ... ............. ..,.,............................. .. .. ..--.:. .. .. .. .. ..........__�'. . ... .. .. .. .. .. .. .. .. .. .. .. .. .. . .x . . . . . . . . ...�. ..N.. WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ... ... ............. . . . . . . . ... . . . . . . . . . .................. , .......................... .... ..... ... .. . ............... . . .................... . ..,. ........................ ................................. ............................... . . . . . .. .. .. .. . .. .. . . . . . .. .. .. .. .. . . . .. .. .. .. . -0*.- _* -....--.-. .. -.%-.*._1 . . . . . 'L�_ . . . . . ...... . . . . . . . . . * * * . . . . . , '' '' * . ** ** ** , . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . ......... .. . . ................. . ......... .. .. .. .. . . . . . , . . . . . . . .... '. '. , .. , . * . * . * . * - , . , . : . *-- * - , - * - * X . . . . . . . . . . . . . . . . . . . . .. _. _. __... . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * --- . . . . . . . . . - - . . . . . . . . - * . - * . - * .. . . . . . * , * . . .. .. .. , . , . , . , . , . , , ';a , . * ..* ..* . . . . . . .. . . . - x . . . . . . . . . _. -------.-.. . . .. .. .. .. . . . . . . .. DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT - - .�.. . . . . . . . . *� , , * * , * , , , * , * . . . - . .j . . * * , - . . . . . I . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . - . . . .... . . . . . . . ... . . .. . . . . . . ..... . .. ..... . . . . . . . . . . . . . . . ... . ...... . . . . . . . . . - . . . I, .:..:.:-.:-.f,-:..:..*.:..:....:-.*....*:,;--*- .... -.--.-. -.--.-. . . . . . . . . . e . . . . . . . . . . .... __l .... . . . .......... * . . - . - .. .- .- .- - . .* . . .* . . . . : . . . . . . . . . - - ...... ... :;� . . \ .-a . . . . . _11, ** . ** . ** . ** . *.,.. .�� . . . . .. . . . . . . . . . . . . - . . . . . - .. 3 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE > . . . ... .;� ... . . . - . . . . I - = ` '' ` ** ** ** . ** . * *:.-:. .:-J::::::::�::�:�?�:_�:-J-: ..��.. . . ... . . . . .. . .. .. .. .. .. .. . . . . . - .. .. .. ... .. .. .. .. .. * * * * * * , * . . . . . .. . .- , . .. . . . . . . . . . . . . . . * * * * * ** , * * , * * * * * . . . . . . . . . . . . ::::: .. .. .. .. . .. ......* .. . . . . . .. . . .. .. - * .. .. .. .. . . . . . .. .. . . . -CO. -'.- _'.. .. .. .. .. ................ . .. .. .. .. .. .. .. ...' ..*.' . .. . .. .. .. .. .. .. .. .. ........ .. . I 2: VEHICLES. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * '' , .. . - . . . . . . . . . . . . . . . . . . 'I . . . . . . . . . - . ,;,;; .. . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . ,�� . , * , . . - . . . . . . . . . . . . . . . . . . . . . . . * , , . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . x . . . . . . . . . . . . . . . . . . . . . .. .. - . . .. .. .. .. .. * . .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. . * , , , . . , . . . , . . . , . . . * . . * . . * . . * . . * . * . . . . . * . , . * . , . * . * . * . * . . * . . * . . * . . * . .. . . . .. .. - - --- .....,.�........... . . . , . *- * .. HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING , * , * . . . , * * * * * * . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . * - * * ** * * . . . . . . . . . .1 . . . . . . . .. .. . . .. .. .. . ,,�.. ....... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . .. . .. . . . . . ... . . . '. . . . .. .. . .. . . . . . . .�::_*_-::::-::-: : :�.:. - -*. . . . . . . . . . . '. . . . .. .. .. .. .. .. , * * * ** ** ** ** ** ** . . .. ". . . . . . .. . . ......... � . . . . , - . . ......... .. . . . .. . * * . .. . . . . ... ... .. - - - .. .. .. .. . - - - - -- * * . . . . . . ..:,"'. ... .. .. .. . .- , * .: . . . . .. ** I . - . 11, , .t. * . . , . . , . . . . . . .. : - . . . . . . . . . . . \* * * * * * * , . .. - - -:;,�.11- .. - .. ... . .. . . . - - .;P;;,. . . . . . . . . . I I - . . . :-,,-_*,...:.::-:--:-*:-:1-:.::.:-..- 0 . . .1 . . . . . . . . . . - . .. . . . . . . . . . . . .. . . .: . . . . . . . . . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - * _'�_ .*.- .*.. 1. .. .. .. . . . . . . . _.- . _. _. _. . . . . . _. _. - .. ,;;-,� ., - .\-.. . . . . . . . . .. . . . . - - - * .. . -�- .: -.*-: . ..�� .'. .*. : -, -, -, .: ..-. . :-.� . . .. . . __ . - -- I. - - - - . . . . . . . . .. .. . . . . . . . . .. .. .. .. .. . : : .. ., . . ,,- . . . . . . .... � . . . . . . . . . ...... . . . . . . . . ..... . ... . . . . . . . . . . . . . . . . . . : : .. * . . . . . . . . . . . . . .. .. .. .. . ......................... .. .... 000.. ........... .. .. .. ........ . ........... .. . * ., ., .'' . __;_........ . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . , . . . . . . . . . :-.�-�:/-�-�:-:--J. . . .. . --%,:,,-`-.--%-%... . - - ... .. .. .. .. . ,�.. ...- * . . :-: .... . . . . . . . . . . . . . . . . . . . ....... . ... . ;,;p . . . .. ... . . . ... . . 11� DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF -SITE (REF: PSCAA , . - % - % _% _;/ .. .. __�_�. % * , . . .. .. .. . . . .. . . ��-_'.�OI .. .. .. . . . . . . . . ..4 . .. . . . - .. .. .. .. .. _....... . . .. .. .. .. .. - , .- . . . . . . . . . .. . '. . . . . . . . . . . . . .. .. .. .. . .x . . . . .. . . . . . . . . . . . . . .. .. . , , * . . .... . . . . . . . - . . . e . . . . . . .. .. .. . . .0- _. .. 0. ... ... .. .. . . . .. .. . ... .. .. . . . . . . . . .. .,..,. ,..,.., . . . . . .. .. . - . . . - . . . - . . . - * . , , * . . .. .. .. .. .. . . , , * .. .. .. _.;.�. . .. . . I I * * . _�--�- -. . . : -- - - - - ` ` %. ` * . . . .. . ` ,., ` * , , * , . e . . . * ,., ,., , . . .. .. .. .. .. . . . . . - REG 1, SECT. 9. , . . . . . . . . . . . * . . . . * * * * . . . . .\. . . . . . . . . . . . . . . .. ...... * .. * .. * . ** . '' , . * . * 1. . .. . . . . . . . . .. . . . . . * , - - __ __ - '_ '_ '_ '. '. . . . - . .?.?.:..... .: .. ... . . . \� .. .:./., ...... .. .. .. __ - X.. .-. ..-.... .... _. �_ * . . . . * * * * * * . * . . * . . * . . , . . , . . * . , , .."O. .. .. .. . . . . .. . .. .. .. .. . . . - ---ol- - _... . . . < 15. (A)(1)). I � �� . . . ... � . 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" . . . . . . . . . . . . . . . * .. .. .. .. .. .. .. .. .. .. * . .. .. .. . .. .. .. . * . . . . . ., . . . .. .. .. .. .. . . . . * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .- .- . . .. .. . .. .. . . .. . .. .. .. .. .. _� . .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. . .. ... . ` -_ * - - '. - . ... ... . . * , * * , * * . * . * . * . * . . .. .. ....... ... .. .. .. ... ... . . .. .. . .. .. .. .. .. .. .. .. . .. .. .. . . . .. .. .. .. .. .. .0I ... ... .. ...... .. .. .. . . . ;.I . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . * *' , --:- -.- -;,, - -.- -.-.-.-.- - - -. - - - . . . . . . . - - .-- -�- - -.*- . _'\-****_' , * ** ** ** ** .**.**.** . . . . . . . . . . . .. - '\' - . . . . : -�-,_: .: .*-: .: - > . I .- 1;; .1 . : : - - .:0'. . . . ... . . . . . . . . ... � . . . . . . . . * , * . . . . . .. . * * . . . . . . . . . . . . . . . . . . . . . . . :�_ _. - . - . - . . * - * - * - * - , - , - , - , - , - . . . . . . . . . . 00 . . . ..... I. 1. ..* - - - .... * . * ..... .. .. .. .. ., ., .. . e.. .0� . . . .. . . . .. .. .. .. .................................... - .. .. _... ... ... .... ... _.. _.. _.. _.. - .. ....P;;,.. .. ...... ... ..... . . (Typ) . .. - _::�_:� __:-::-:--:-::-:--: * , '' * .. .. .�. *; . . ..... . E .. :-: _: I..-: . . . .,.�� -1 . . ',�. % -.'. % .. * -::::-:::::::-:-:.-::-j:. -.�:: . .,.�.* ., . . .. ... .... * . .... I ... .... . . . _. .. .. .. - ...... .............. 0 . . .,! ........ . . . .............. ... . . . . . .. .�. . . . .. TREE PRESERVATION NOTES . .1 **** . .. .. . . .............. ... X ..... . .. . . .. .. .. ......... ... ...... ..... .............. . . �l.-*..--*..-,..-*..-*..-..-..-.....I .... .... . . . . . . .. .. . .. . . ........... ��.. .. . . . . . . ... .. .. .. . ......... .... . . . . . . ... . . . . . _0 ...................... - .. .. . . . . . .. .. . * ........ .. .. .. .. ", -.-......-��., . . . I * .... ...................... - - - ..... ............. ........ . .1. .,! .................................. . .. .. .. .. .. .. .. .. .. .. ....* ...... ......... .. .. ....... . .- . . . . . .. .. .. .. .. .. .. .. .. .. .. , , , .. .. .. .. ... . . . . * .. .. .. .. . . -� -\ . . .. - - - - - - - - .* .* .* .* .r ....... ....... * . . . . ..... ...... ............. ... .... . . . ...... .. . . ..... ...... ..... ..... ......... ......... �, I - .... :-:..:..:-:..:..:-:-.*-.*-:I:..:.�. . ..� �.,_ ... . . ...... . .. ..'�. * ........ ;,�__ -.'-.'- -.*-.*. -.*..*. -.* *.* *.* *.* *.* *. ........................ . . . . . . . . - -�-_' .-' ___ . . . . . . . . . . : .� . . . . . . . .. .. ; ... . .. ..... . . . . . . . . . . . . . . . . 1. TREE PROTECTION FENCES ARE TO BE ERECTED PRIOR TO BEGINNING OF WORK TO PROTECT * * * * .: .. . . ........'.. ... * . . . .------ - - - - . .. .. .%.%**.%.%*. . .. . . . . . - . . . . . . e ,;.�� :.. .,..*.. .,..*.. .,..*. '. *. '. * , * , * , * , * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ��. . . .. - .. %. %. , - . . . . . . . . . . . , . . . . . . . . . . . , . . . . . . . . . . . . . . . . . .. .-� .. _. . : ..'... ... .. . ..\ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -\-* .. . . . . . . . . . . . . . . . . . . . . � - . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . I . * ..... ... ...:............. . . . . . , . . . . . . . . . . . . . ........ ... `.00.... ....;'I .... I . . . .. .. .. , * ..... .. .. .. .. .. . .. .. .. . . .. .. .. .. .. .. . . , ..... . .. .. .. . .. .. .. .. .. .. ......:;,. .. .. .. .. . .. .. .. ..... . . . ...e.. . .. . . . . . . . . . . . . . . . . . . . . . .. ...... . . . . . . . . . . . . . . . . . . .�.� . . ... . . . . . ... 0 . . . . . . . . . . . - -- -- - . - -- -- . - . - . - . - . - . . . .1 .. F . - - ..*- -.'-.*- -.*-.' * ' * ...... - .......:.. . . . . , - , . . . 1, *' *'. , .. .. . . . . . . .. . . . . .. .. . . . . . . . . . . . . . 111 -'_-, . . . . . . , . [ * * -- --,- . . . . . . . . . . . . . . . . . . _0, RESERVED. FENCES DEFINE SPECIFIC PROTECTION ZONE FOR GROUPS , , * * * , - - . . . . . . . . . . I . . . . L -, . . . . . . . . . I I - . . . . .. .. - - - - . -, .. - . . . , , , * , * , * , . .;.� * * �, -1 . . . . . ..... . . . . . . III, - - - - - - . - .. - . - . .. .. -, -- . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . * . , .. .. .. .. .. . . . - T ...- ..- .--** * * , , * . * . * . , . , . * * o % . * . * . * . , . , . , . , . * .. . . . . . . . . . . . . . . .. 0. . - . - . . - . .. .. .. . .. .. .. . . . -o . . . . . . . . . . . ��. - . . . __ - - - - - _. , . , . ., ., . . . . . . . * .* .* * * - . . . . . . . . . . . . . o-o.- - - _ . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. ... ... ... . . ... . . . .. ... ... ... ...� . , % , % , % .. .. . '. , -, . .# . . . . . . .. . . . , - _. _'. - % , 1. * % * *.,.* '. * '. * ,., * , ..0, . .. - . . . ,;.o . . . . . . . . . - OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. , . . . * ... . . . - - . . . . I . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * . . . . . . . . . . , * .. .. .. .. .. . . . . . . . * * . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . * * * . .. .. .. .. * . . . . . . . . . . . . . . . . . . * , .. .. ..... .. . .. .. .. .. . -.-.. . ...........,.. .. .. .. .. ........ - __ . - . - .. .. . .. .. .. .. .. .. .. - .. __ - -.-. - . _.... - . - - - - - - - ...... . . .. .. . __ .. . . - -- - .- ....................... - - -ol* _'_ -.1 - - . . . . . .: .: . . . . . . . . . . . . . . . .. . % - % . . . . * * * , , . . * , * . . . . . . . . . . . , - - - - ... .. .. .. .. _: .: . . . : -:.: -'�.-'-'.-'.. .. .. .. .. . . . ..-_.,.-:,0`.-".-_. -.*--.,_.1J'..,.1 . . . . . . . . . . . . . . . . . . . .. . \�. -1 _* -, _* ., . . .. .. I /;:- .:-::.:: 4_, * .:;o;, . . . "�� . . q . . . . * _�. . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . ____ - - - - * - * - * - "I - , * * * * * * * * * * * * * * * * * * * * * * , , , , , * , * - , - , I. . . . . . .. .. .. . .. . .. .. - . . . . . . .. . . . . . . . . . . . . . . - .. .. - _- . . . . .... :. . . .. . . . . . . . . 2. CONSTRUCTION TRAILERS, TRAFFIC, AND STORAGE AREAS MUST REMAIN WITHIN WORK AREA AND . . * . . 'I . . . �� ., * * . .. .. . � . . . . . . . . . . . . . . . . ........ ......... . . . . . I', . . . .. .. .. .. .. .. .. .. . . .. .. .. .. ... . . . . . .. ...................- - . - \ - . .. .. .. .. .. .. .. .. .. .. .. .0 . .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . * * . , . . . . . .. .. .. .. . . .. I............ .. .. .. .. . ............... ...... , .. , .. , .. , .. , ........ - .- . .- . .- . .- . .- . .- . .- . .- . .- . .- . - - *. *. * '*. OUTSIDE OF TREE PROTECTION FENCING AT ALL TIMES. * * * * * * * . . . . . . . . . . . . . . . . . * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . .. .. . . * -L* -, * -, -, . . . . . . . . . . . .�... . . . ... . . . . ... * - * - , . , . *.. *.. *. % ........... .. ... . ............................. ......... ... . ..... . . . . . . . . ........... *** . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . .. . . p .. .... . . . . . . . . . . . . . . . . . . . . . . 3. ALL UNDERGROUND UTILITIES, DRAINLINES OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE . .. .. . . . . .I - *. - *. . , -1 * , , **.** . '. .'. . ** ** ** * *X-'-.'-..-'-.*....'-.*...-'-.*-. .. .. .. .. .. . . . .. .. .. .. .. . . . , . , . ''� ** ** ** ** ** ** ** *' * . . . . . . .. 11 .. - . . . . . . . . . * * * * * . . - . _� _. .. .. . . . . . . . . . . . . . . . . . . . ..... . ... . . \ . . . .. .. . .:;;,.� . . ..... . . . . . .. .. . .. .. .. .. .. ..... .. .. .. .. . . . . . .. .. . .. .. . . . . . . . . .. .. .. .. .. .. .. .. . . . ......... .. .. . .. .. . I, . . . . . . . . . . . . . .. .. .. . . . .�.� . . . . . . . .. .. .. . . . .. . . . . . . . * , * . . . . . . * * * * * . . . . .o . . . . . . . . . . . . . . . . . , , . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . I, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . , * . * . * . , . .. .. .. .. . . . . .. .. .. .. .. .. .. .. .. .. .. .. . . . . �_' . . . . . ... . . ... . . . . . . . . * .. .. . .0, .. .. . . . . . . . . . . . . . . .. - - -11 - - . .. .. ... .... .... .. . . , - * . . . . . . . . . . . . .. . . . . . . . . . . . . .......... - , '' '' , .. .. .. .. .. .. . .. .. .. . - , , . , . , . . . ;,00 . . . - .- __ __ .. ... . . - -P .. - . * . . . . . . . . . . . . . . . . . . . . . . . - . . . . , * . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . T: --:--. . . . . .. .. ............ , * , . . --�---� - -. - *. -.. . ..............�.. .. .. .. - - , * . . .. .. .. . . ..- -._,;;e;1._*,-,._*-,._*,.., '. *.. * . * * ., TREE PROTECTION ZONES. . 11* *' *' *' *' *' * , , , '' I I 1� . . . - '[' , . . . .. ...................%_.? _- . . ..... -1 . . . . . . . . .... . ..... ... . . .. .. .. .. .. .. .. ... .. . !00-._�1._'_1 .* * .* * .* I ., I ., I - I - I . . .. . . . . . . . . . . 0 . . . .... .: . . .- . * * . . . '. . .. .. . .. .. .. . . . . . . .... * . .I.: .:.:. . .. . . .............. .. .. . . . . ____*�_ * . . . . . . . . . . . . . . . . .. .. III . .\ - - . . . . . .. .. .". .. .. . . . . . . . . . . . . . .. . .. .. . .. * . - - . . . . . . . . . . ;.I . _.. - . . _.. - . . I, . . . . . ,;Po - - . . . - . . . . . . . . . . . . . .. . .. . .\ .. . . ..;O. . . . . . . . . . . . . -* - ....:-:J-:-:.-:10::-:-:--:. .--*.- . .... I...: - .- .- .- - . . . __ - __ ____ - .. . . ..:;t. . . ..( . . . . . . - . . . . . . . . . . . . . . . - .:o . . . . . . . . _: _: . . . . . . . . . . . . . . . . - - * . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. *% *'.' , * , * '.* '.* , . . .;;! . . . . . . . . . . . . ... ... . . ... .... .... .... .... .... ... ... .. . .... * . . --.- - -L __ - . ............... . . .. .. .. -,�---. - � -- .. - ........ .. -..-...-...- . - . . . ..... .. .. .. .. .. '. . . .. .. .. ...... . . .. . . . . .. -.'-.*�..'-.' . - -- -� - - -�- - - -_:7*-r'T.7t7.�-.* . . . . . . . . . . - - . . . . .. .. . .. . :,...�. * . . - . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. .. .. .. , . . . . . . . . .. .. .. .. .. . .. .. ]. _%. _%. _'.. . __�._ _.�. _. - _. - _. - . .. ... ........... :::.::::7!.�:;1 - . .. -.-!-.._'. .. ... . ... . . . . . . . ......... :::: . . * . . . . . . . . . . . . . . . . . . . . . . . . . . III . . . . . . . . . . . . . . . . . * . . . . ... * * . . . .. , _. , * * . . . � .... 00e. .. .. .. .... .... .... .... .... ..... ... .. . .. . .. . .. . . ... . ... . ... .. . ..... .. . .. . .. . .. . .. .. . .. . .. . .... .... .... .. . .. . .. . .. . ........ . . . . . . . . . . . . ;;� . . . . . . . . . . . ;;;;, . . . . . . . . . . . . . * , * * , �- - - - - - - - !t,r.::::::: -:-:'-:, - _:::::::::::::::::::: :::..1-, , , , �_I % . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . N . *** . * * . * *. *.* , * *.* . 4. NO MATERIALS, EQUIPMENT, SPOILS, WASTE, OR WASHOUT WATER MAY BE DEPOSITED, STORED OR . * * . , . * I ****' . * *`* "' * ., * .***** '', 4-- -:-�- * ... ... . . ............. , .,;.:,o . .. . ...... . . . . .e .................. * .. ......... . . . , . ................... ....... .... ..... - *** ..... ... ..................... e.. .. .. .. .. .. .. ..\.. .. .. . - - - - - _. _. - - - _. _. _. . . . . .. .. . - - - . . . . - - - - -'. -'. -"*. - . . . �. _ , : . . . , . , . * .. . . . . * * . . . . . . * * . . . . . ....... . . . . PARKED WITHIN THE TREE PROTECTION ZONE FENCING. . .. .. . . .. - -. - . . . . * . . . . . . . . . . . . �-- .. . . . ** . , . . . . . . . . . 1. .:-.:-: .:-.:-: .:-.:-: .:-.:-.. . . ,-*-.*-. - . : 4 _. * % *.*"-'. - - - - ---'.- % - , - , - . ". * . . . . . . . . . . . . . . . - - -::::::::::::::::.:::::: * . ;0 .;�� - _. - _: - _: . . . .. .. . . . . * . . . . . ".�,� .................. ::::::::::._� - . . I. , , * . . . . . . * . . . . . 11. , . .'*. *.* * . . .. . . . . . .. . . . .,!� .. .. .. I ... .... -,::: * * * .... *******:::::-%�..- .-,- .-,-. . . . * . . . . . . . . . . . :;e . ..... . . . . . \ _* .* -, . . . . . . .... . ... - - �-_-__ J. . . . . . . . ... . . . . * . . . I-- :::::::::::::::::: . . . _1141 . . . . . . . . . . . . . . .. .. .. .. . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 0I * . . . . . . . .. .. .. .. . . . 5 . . . . . . . . .. .. .. .. .. .. .. . . . . . , , * * , * '' '' "......... .. .. .. .. .. .. . . . ... . .. . . ... ... ... .. . . . . . . . . . . . . . . . . . . ..,., . . . . .. , * * . * . *..,. , , * . . ;0I . . . . . . . . . . . . .. . .. . _0. . . . .. .. . .. .. . . ". . * * , , , . . . . 1. . . . . ...... ... .. .. .. . . . . . . . . .. . . . . . . . . . . . .., . . . ADDITIONAL TREE PRUNING MAY BE REQUIRED FOR CLEARANCE DURING CONSTRUCTION. ALL TREE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. .. ..... . . . . . - : .. .. .. .. .. .%'. .'. - -'. - ...7-:4I - - - -.- -.- -.- - .- 11 .. . . . . . . . * ..* - - . . . . . . . . . . . . . . . . . , J:::::::::::::::::. �*::::::::::::::::::::::::.N.- - *. - -'. -'-'. -'-'. -'-'. -, \� . . . . . . -.::.::.:.-.-.: -, - - - -. .....:ee. : .... * ..... **** :::: ::::::::::::::'.-� , .'.- _ . . . . . . . - . . ..:.::::::::::::::::::.. ......... * * :::::::::::::: *,i,.' - , '' '' , * . . . . . .:;, . . . .,. . . ..... . ... . .. .. ... ... .. -- . - .: -.-::*' -. -, ................ -:: \ ......... . . ., .* . -loo- - _- _. - - -.*- - -.*- - . . . . _.- . . . ... . . . . .. . . . . . . . . . . . . . .. . . ... . . . . . . . . . . . . . . . . . . It. .. . � . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. . ", � -� . . .x':::::::::::::::::::::::::: .................. : : ...: . . . . . . . . * . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0e. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _z ....... 0 , I . . , . . I . . . . . . . . . . . . . ..... - . **1 * , * * * * __ . . . . PRUNING MUST BE COORDINATED WITH OWNER'S REP. ............. . . .. .. .. .. .. .. .. .. .. .. .. -::.:-.:.::.:-.:-.:.I.:-::.:-.:-::.:- . * . . , .. . . /::::::::::::::::::::::: ": * *:, *:::::::::::::::::: .. :1 - . . . . � . . . . . . .. oe. . . - - . . . . . . . . . ,;;;;o . . . . :.. .::::::::::::::::::::::::::: . . . ... . . . . . . . ... _;�,.% . . . . . :: :: : ::::::.\.:::::::::::::::::::::::: .................................... - . --. ............................. - ............................ .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . - - - . . . .. .. . I * . . . . . . . oe. . . . . .. . .. .. .. * . ...... ... .. ... . . ... ... ... ... ... ... ... ... ... .. . . . ../ . .............. :::: .... �_-` , * . . . � . . . . . . . . . . . . . . . :�� ..-' * * * * , , , * * * * * * * * * * * *. - *- *. - *- *. -'. *t- % % 6. NO HERBICIDES OR PESTICIDES SHALL BE USED IN THIS CONSTRUCTION PROJECT EXCEPT IF . . . . . . . . . . . . . . . .. .. . . . . . .. .. .. .. .. .. - ___- . . . . . . . ... . . . . . . . . . . . . . * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '-'�� ...... . . . . . . . . . ----'. . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. . . . . . . . . . . 1\ . . . . . . . - :III , /-'.' .., ., -.* - . ::::::::::::::::::: ::: ............. :::::::::::..::::: * * I , - -.*.*- _-, .'.'- .-.- .- - - _. - . . . ::::::::::..:..:. :** ..... . ............... * *:::::::::::::::::::::::: *::::::::::::::::::: .. .. . . . . . . - -- - -- - - �- - I �\ ................. :::::: . . . . . . .. .. .. .. .. . . . - - , .- .- .'] .* . "/::::::::::::::::: ....................... : .... .... . . . -.* . . . . . . . .... . . . . . . ... . . . . . .��.;�. ..I..,. . , , ::::::::::::: ..... :::::::::::::::::: * .%. ..,.. .. ............................. . . .. . ,;'I . . ................... .. . . .. .. .. .. ..r.. . . . . . - . .. .. . .. .. .. .. .. .. .. - - --, - - * . . . . . . . . . . . . ,__ .. . .. .. .. .. . . . . . . . . . - , * .. , . . . .. .. .. .. . . . . . . . . . .. ...:* . * . . * . . , ... .... .... .. . 0. - . .. . .. . .. .. .. .. .. .. . . . . , , * * :::::::::::::: .\' . . ..-'1�:.-.*.-.*.-.%_ ,.- ,.- ,.- '.. %. %. %_ ,.- ,.- ,.- . .. - - - - ..*. . . . ... ...:;'O... ... .. . . . , , , .. .. . . . . . . . . . . . . . . . . .1 . . . '. '. '. '. '. '. '. '. '. , . . . . . . . . . . . . . . , , ::::::::::::: ........ :::.:::.::: .... ............ :_,_�..: T: ............ .::::::::::::::::::::::: . . .. . .. *� _'. _'. . . . . . . - .- - - - ......... .. .. .. ..... . . . . . ... .. . , , , - *:**-*:�*:**-*:;-;-;I;-�:-:*-:***:Li*.; \..: ............... :::::: ... * ** * *' . . . . . . . . .. .. .. .. .. . . . �. . .: . . . . . . . - . . . . . . . . . . . , . . . . . . * * * * * . . . . : _:-�::-�-. . . . - - - - . . . . . . . . . - . . . . - -: ...... _* __ .:.:.\ ., .. . . APPROVED IN WRITING BY THE OWNER'S PROJECT MANAGER. . . . . . . . . . . . . . . . 11 . :::::::::,. I .. .. . . . . .. .. . . . . ..:::::\- 1. - _. . . -* -- -* - - . . . . ...................... - -* , , . .. .. ::::::::::::::::::::::::::::::::I::::::::::::::::::::: ......... .::::::::::::::::: * * * " . . . '. . . . . . � . - - - - - - . . . x . . . ;;?�i i i i i .... *"*********"****************** : . , . . . , , , , -� 6- _. ::::::::::::: -!�_ -, -, -, -, . . . . . . . . . . . I . . . � . . . . . . . . . . - - . - P _. * , , . . . . .. .. . . . . * " . . . . .. .. .. . 7. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE EVALUATED AS .. . * ** * *. '. '. '. ** ** ** ** *. *. .. .. .. .. .. ''. .. .. . . . . . . . . . . . .. . . ... ...... .... ... - -- - - - . */:::: ............... . * - -.* . . . . . . . . . . . . . . . .- o . . . . . . . . .. . . - -%* -* . . . . . . . . . . . . . . . . . . . . . -. - -. -. - -�./-- -. - -. -. - . . q i. - . .. :::::::::::::::::::::.:::::::::::::::::. .::::::::::::::�.:::::::::::::::::::::::::::::::.\ . . . - . . . . . . . . . * * * * * * * * * . ........... . . . -'.-.*,-. -'.-.*-,. . . . . . . . . . *...,.,...,.*. *.,...,.*...,.,...*...O........... ............... .. . :::. ... . ... fij� -. .::::::::::::::::::: .......................................................... ................. :::::,:::::::::::* . - ............. , "., . % * . *., . *. * .,. * .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,.. .,. .,.,.''., ** .... �. �....... ;,., . .. . .. . * .. * ... ........... SOON AS POSSIBLE BY THE CITY OF RENTON URBAN FORESTER TO DETERMINE APPROPRIATE * , * * , . . . . . . . . . . . . . . . . , , . - . . . ............... ::::::::::::::::::::::: ::::::::::::::::::. 1:: .................. ::::::::::::::: ... * * : ........... \*.... . . . . . \ .. . . . . * * * * * * * * * . - .-. - . - . .�, - .... . . . . . . . . . . . . . . . .................. .** **.'*.*' , , , , - '.. . . . .,..,..,.. . . * * . . , . . . * . . * . . , * . . , . . , . . . . . . ::: \*. % ..*. % .... .. . . . . . . ..... . . . . . ... . . . . . . . . ACTION, IF ANY. .- ..- .. .- .. .-..-.. .. .. .. . ..... 4 ..... I ..... _. --jr-V, .... :::::::::::::::::::::::::::::::::: . **************** - \�. -.. % -.. % -.. . -. * * * * * . . . . . . . . . \_ .-.--.- , .--.'. , .. , : . _*'.""_%.**'*_%.* *' * * * , , . . . . . - * H. j� � � i � �::::::::: ....................... : : :::::::::::::::: . . . . . . . _.. _.. _.. _.. . . . ......../.... . . . . .. � .. . � .. . . . . . , . . I * K . . ..* . /. * . . . . . . . .. . ... ... . . . . . :::::::::::::::::: * * :::::::::::::::: . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . , . , . , . , .* * * . , . , . , . , . * .* * .* ., . , , , ___�- . . . . . . . . . . . . . . . ::: .................. ::::::::::::::: . * * * . . . . . . . . �'. . . . - _r. T. -.' -.' - * P'. -t:::::::::::::::::::::::::::::::::::::::..: ...... ...................... ......................... .. ....* , , . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. . . . .,...._... . ... I. . . . ..* .., . . . .... ..O.. .. .. .. .. .. . .. .. . .. * I- ::::::::::::::::::I::::::::::::::: .... :�: ................................. . . . . .. . . .. . .. . . . .,;,... .. . . . . ......... . . . . . \- -*.. .,.-. . . . . . . . . . . . . . . .. .. . . . . . .. . ::::::::: \-. ....-. ............ . . . . .. .. .. .. .. .. . . . . . ."--- * - _� . . . . . . . . .1 . . ..,.. .. . . ... . . . . . . . . . . . . . . . ... * * * , , , , . . . . . . . . . . . . . . . . . , , * , , . . ....... .. . . . .. .. .. .. .. � . . . . .. .. . \. - ................. : ............. - . . ... .......................................................- - . - . -.................-..-..-..-..-...-....... , ... , 8. ANY GRADING, TRENCHING, CONSTRUCTION, DEMOLITION, OR OTHER WORK THAT IS EXPECTED TO . , :* : ................. :.I::::::::::::::::::::: \::::::::::::::::::::::::::::::: ": . .� . . . . . . . .. . , * .. .. .. X.. . . * .i::::::::::::::::::::::::::::::::::::: * * * * * * * * * * * * * * * * * * * * * * ... * * * * * * * * *:::::::.:::::::::::::::::::::::::: ......... . . . . . . . . . . _.. _.. _..... . - - / -.........r . . '* ... * , * '. '. * ::::::::::::::::::::::::::::::::::::: .1 :: \............ .. . .. . ..� . . ... ... ... .................................*..., .,. .. .. .. .. .. .. .. .. .. .* .. .. .I,----. - . . . . . . . . . . . .. .. . .. ..... %--,��%-'..... . . . � .._�`. - . -.. -.. -.. -. I . .............. : .. :::::::::::::::::: ........................ ............ :: . . .. .. ..�_-....... .. .. .. .. .. .. .. .. .. .. .. . . . .. . .. .. .. .. .. ........ . . . . .. .. . .. .. . . .. . .. .. .. .. .y. . .. .- . .. .. .. . .-�i*.- .. :::::::::::::::::: .: : . . .. . . . " , .., .., '.* '.* '.* '.* '.* '.* '.'.'.*.'.* ..'...'...'...'............. . . . . . . .., .., ..* .., - . OTS MUST BE MONITORED. WHEN ROOTS ARE ENCOUNTERED 1" IN DIAMETER ...... .. .. .. . .. .. .. .. .. . ...... . _. . . . . I .j::::::::::::::::::::::: .............. : .. ::::::::::::::::::: j:::::::::::::::::::::: Ii:::::::::::: ....... :::::::::::::::::: \-.'..,. -.'..,. -.*..,. -.*..I.*..-.,. -�` .. .. . . . . . . . . ... . . .. .. .- .. - .. - ..- ... ... ..., . .. .. .. .. .. . .. . . . . . * * * * . . er '11. *::::::::::::::::::::::::::::::::::..::::::::::::::::::::..::::::::::::::::::::: :::::::::::::::::: .................. ._�: .. . . . . . . . . . ............. , . . . . . . .... .. .. * . . . . . . . . . . . . . . . . . . . . . . . . .. 1, . . . 4 . . . . . . . . . . . . . . . * . . , � �:::::::::::::::::: * * * * * * * * * * .... * * . . . �� . . . . . . . . . . .. . . .. - '. '. '. '. * . . . .:.. . . .. .. .. . - , * . . 4_ �_ � . . . . . . . . . * * . . . .. . .. .. . ... . . . __ * :::::::::::: " T::::::::::::::::: * * j:::::::::::::::::::::::� * * , * , * , * * -. - -..�- -%. -%-.*.-.*.-.*.-.*.-.*.-.* ..* - . ... ... ... .. .. .. .. .. .. . .x..:..:..:_-:--%:__:_-1_: . . . .::::::::::::::::::::::::::::::::::::: * . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *.. . . /-. . . . . . . .. . - " - . :::::::::::: * * * * * * ............. : : ................... : ...................... ..................... N - - - - - - - - - % .-. -�% .-. .. .. . . . . . . . .. _� .. . . ... . . . . . . . . . . . . . . . . . . .. .�. . . �. .1. . . OR GREATER, THEY SHALL BE CLEANLY CUT WITH A SHARP PRUNING TOOL. . . . . . . .. .. . . . ...r. . � �� . . .. . . . . . . . -I . , ** ** ** , . . . . . . . . . . . . . . . . ... .. :::::::::::--� ........... . ...... 1. . - - - 1-sr. .. ... � . ::::::::::::::: . . . . .... . . . . . . . ... . . . . . . . . . . . . . ............. ::::::.�.:: , . . .::. , . I . . I . . I.' . . 7 v .::::::::::::::: ... �n��- ..... .. ... ........ ...........:4 .................................................................-...-... 9. ANY ROOTS DAMAGED DURING EXCAVATION, GRADING OR CONSTRUCTION SHALL BE EXPOSED BACK .............................. ........... ..... . .. ..... . . .. .. .A . 9. .. .- . .: Ir f - ��� ... ... :::::: j::::::::::::::::::::::: i::::::::::::::::::::::::::::::::::::: ..... . � ..I - . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - :,:--., .. �::: . :::::::::::::: . . . ........... .. . . . ., . . . . . . . * - . . ::::::::: :: ... . . . . . . �'... - - - . .. .. .. .. . , .. * . - ** , 7. '' ** ** - I.. ... .. . . . .. .. .. ... . I. -,;-- 1. - ........... . . `- t A M. - ::::::::: ........ . :.:::::::::::::: :::::::::::::::::::::::: :::: , '\* *-'.** *_ . . . . . . % . *. .'. . , . . ... . . . . . . . , . . . ... . . . . . . . . . . . . . . . . . .. . ..'- ' . . ... . . . , - . , � . .. . . . L. ::::: ................. .......... ::::::::::::: I: .................. :::: . . . . . . . . . ....... * * * * * ** . . . * . .. . . . .......... .. . . * */.-. %. ., . . .. . - * . . .1. 6 . . , . - . . . . . . . . . .I., I., .,... .... : * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * "::: N..'..,....*..,....*..,....*..,.... . I . . I . . I . I . 1.�, - ., - . * .. . . . .. . . . . . . . - ., , * - .* - .* . . - . - . . .- . . .- . . . . . . .... :. * *::::::::::1* * *. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . 'P.-I-.�_ .- . .1. ", .................. :::::::::::::::::: ....... . . __!_ . , . , . * . * . * - . , - . . - .* - .*.. . % - .*.. .*.. .,.. .*.. .*.. .,. - .*.. .*.. .,.. .*.. .*.. .*.. . . ____ _. _:.-.. . '. -.. 7'-'. - . -... . . . . . . . �__ * - - . � . *'**'***'*** * . ... � - � � -x- � I i i i i i.. i i i i::::: ..... ::::::::::::W:::: .... I :::::::::::::::::::::::::::::::::::: . .. .. .. .. ......_..... . . . . . . .. .. _�_., *., *., * * . ...... ..... . .... ....I 10.MAINTAIN FIRE -SAFE AREAS AROUND TREE PROTECTION ZONES. NO HEAT SOURCES, FLAMES, . . __ . . .� �......F... -.1 .'A * :::;�� � � � ,:::::.::::::::::::::::::::::: . AND DIGGING, AND CUT CLEANLY WITH A SHARP PRUNING TOOL. k . .�: . . . . . . ,;..� ... .. .. .. .. . . . . .. . . ........- .-.] _.- :=:::::::::: ,.,..::::::.::::: ....... ::: ::: . , , * * * . . - . . . . . . . . . . . . . . . . . . . . . . . 1:--,2:,I-. . . . . :::::::::::::>::: ..... ........................................ : * , , * * ... *.... %. .,.. .,.. ., . . ..... __1: _., -.* ..* -.* -.* _. _.. _. - . - . - . - . . . ..... ...7............... - ................ .. .. . . .. .. .. . .. jl�i ::::::::: .... ::::::: ��:;:�-,:::: p:::::::::::::::::: ... :::::::::::::=::::::::f:::::::::::: .................. ::::::::::, A *. 1. 1. % . . . . . . . . . . . . I. 1. . .. .. . ::X: . . _., _., _.. .... . . .... . . . . . . .. .. .. .-I.. .. .. .. .. .. ..I .. . . . . . - . - . - . . . I * . . � . . . . . . . ......... ............................................... ::Ip ................... :::::::::::::::::: .............. . . . . . . . .. ........................,.�. �............... ......................... �, * -.1 -.1 _. - . - . . . . . . . . . . . .. .. .. . . . . . . �-::::::::: .................. ::::::::: A.. .. .. .. .. .. .. .. .. .. .. .. .. .. 0. . . . . .. .-* - *�'-- ---- .. . - .. . - -'.- . . . . . . . . . Q* * , I , * '�_ , . . . . . . .. -� �._.-- �- � .-. . . ;. -.��7`�---*�*.-* --! - .... . . . . - f__ I . . . . . . . . . . . . .t-.i.:L- . . . 'j-, * , _% 1.-.'_.*.-.%.% . . * * * ::::::::: I L . , . **************** ... ****** � . .. . . . . .. . . . . .. 1� 16� f`\11 IGNITION SOURCES OR HEATED LIQUIDS SHALL BE ALLOWED IN TREE PROTECTION ZONES. . . . * * . . . . * * . .� . " ::::. . . 1. *..*..*. 1. 1. 1. I..,..,.. . .. .. .. .. .. .. . .. .. .. .. .. .. . . . . ... .. . .. . . . . - - . .- I- . .:::::::::::::: .... *************** ........ ::::::::::: .... ::::::: : ............................... ::::::***** .,.'.* . . . . . . . . .. . . . . . . . .. .. ..... .... . . . . . . . . . I "Iii* :�**::::::::,::::::::::::::::::::::[ ............ :IM::: .................. :::::::::::::::::: ...... . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . .. . .. .. . . . . . . . . . . . .. j1;_%.-..- * ....... . . .... .......... * ..* . - . . . . . . . ...I. . . . . . , j ?.�:::::: ............ : . ::::::: :::::: ............................. . . . . . *1....* *1 *1 *1 ** '* '' '' '. I % I '.1 '.1 %, , I , I , I , I * I * * I * * * * * * * * * I 1 1.THE INTENDED PLACEMENT OF THE TREE PROTECTION FENCING IS TO BE OUTSIDE THE DRIPLINE I I .1 ..-.*---*-.%--*-... !. I :::::::::::: . \ . ... ... ... ... . ...... __* - * - '42 '' . . ...... ::::::::::::::::F::::::::::::: ::::::.�::::::::::::::: .................. :::::::::::T..1. ..*..*...'..,...'..,...*..,................... ... ... ... ... ... ... .................... .. ... ..................... , . , . , . . , . . , . . , . . * . OF THE TREE. IN SOME INSTANCES THAT IS NOT POSSIBLE WITH THE REQUIRED CONSTRUCTION. . . . . . . . . . . . . . . . . . . . * .. .. .. .. .. . . . . . . .. .. . i;I . ... -. - t-: -.-..- - . ::::::::::::::::::: .... :::::: ........ ::::::::::::::::.::::::::::::: ::::::.::::::::::::::::::::::::::::::::: * * * *:::::::: . . . . . . . . . . . . . . . . . . . . . . . . � �--- -� - - - -�-- . .. . - ; . .. . . . . .-j --t. . . '_�" . . . . . . .. . . . .................... . . . . . . . .. . . . . . . .. .. .. .. .. . . . . . . . . . . 4 .. .. .. .... . . . .�-. -. - ................ ::::::: - - . . . . . . ./-. . . . . . _. .C).. . . .. -.:-.-. -.1 ... . ... . . . . . I . . '.. - - p . . . . . . . . . . ** *' , '' ** ** ** *' *' . . . . . . . . . . .. .. . * . ::::::::::::::::.:::::: :::r::::::::::::::::::::::::::::::::::::.M:::::�::::::::::::::::::::::::::::::::::::::::::::::I.,..*.**.*.*.*.*.*.*..*........*..*.,...,...,.,..,.,*..., .., ..* .. .. .. . . . . .. .. . .. . .. . .. . .. . .. . . .. . .. . .. . .. . . . . . . .. .. .. . 1--,;w r'. - - - .. .. Z % ...... I '' * * * ** ** '' ** * * * * , '' ** ** ** ** ** ** ** ** . . . . . . . . - :,..:::::::::::::::::::::: :::::::::::::m:::::..::::::::::::::::::::::::::::::::: ::::::::.. , . .., .., .., .., .., .., .., .., .. * .. * .. * .., .., . . , . . * . . * . . .., ..................... .................... . . . . . - - -: * - .. .. .. ...... ...-. .. .. .. .. .. .. .. ... . . .. ./.. ........... .. .. __ .. .. . . . .. . ,:� . ... . .. . . - . . . ..* -..I�_.-_�7 - ` '! 0. :0:::::::::::::::::..:::::.:: . . . .* A* -*-* "' * * .'�.. -t.tit -:�.��.�.:�.��.:.::.::. 0, :::::::::::::::::::: .... . : . :::::::::::::::::::::I::::::::::::::G:::.�.:::::::::::::::::::::::::::::::::::::::::::::::I .. .. .. .. . . . . . . . . . . . . . . . . . . . ...... �w . . . . r,---j , F*- , I; i . .:.::.: i :::: ::: IN THESE INSTANCES THE FENCE IS TO BE PLACED AS FAR AWAY FROM THE TREE TRUNK AS , . . . . . . . . . . . . . . . . . . . . * . . ** ** . . .."a, '. I '.* - -, 1_ .---- .4- rl��l * ...... :::::::::::::: .... :::::::::::::::::::::.:::::::::::::. :,...::::::::::::::::::::::::::::::::::::::::::::::.. . . . . ... .. .. ...... . . . . ..... . . . . . . . . . � . . . . . . . . . . . . . . . * .. I - .. - . .. .- .- - - - I zi* ---- ::::::::::::: ..... . . . . . . . . * * . , . , .. * . I . . * . * . . * * .. * * '' POSSIBLE WHILE STILL ALLOWING ROOM FOR THE REQUIRED CONSTRUCTION. . . . � .4 . . .. . � 101! '.... :: * . . . . . . * * * * * . . . * * , . . .. .. .. .. .. . - - - . . .. . r . . . . . . . ** ...... :::::::::::::: .* .. * .. * .. * .. * .. * . , . , . , . * . .. . . . . .. . . . . . . . . . . . . . . , I � � i:::::::::::::::::: � i\. .. .. .. .. .. ...................................... ........................................-. .-...-...-. . .. .. . . .. . , . . .. - rl . - ::*-- -.* -.* -.* 1, * * *' *' *' * * *' *' * -1 * . . . .. . a................ . . . . . . . . ... �i� . ..... ::::::::::::: 1:::::::::::::::..:�::::::::::::::::::::::::::::::::::: . .. .. .. .. .. . . . . . . . . . .. .. .. . .. . . . . . . . . ,-, -.%� , , *f-. ..f. .. . .-Rl-i g . . . . . .... I.,--.'-.,. ..*. -.*. -.*. . . . . . � 4 I�Tjh . . . . . ' : --- . . . . ... . . . . . . . * . . . . . . - .. . .. . ............. :: :: ........... ::::::::::::.:: * * * * * * * * * * .... : ": ":::::::::::::::::::::::::::::::::::::::::::::::: . * . . . * . . . . * , , * * . . . . . . . . . . . . . . . . . . . . . . . 4 * * * * * . . . * . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 . . . . . . . . ........................................ :: ........ :: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . - . . . . . .* . . .. . . - . . . - . . - . - - - . . . . . . . .. .. . .. . . . . . . . . . . - . . . . . . . . . * * * * : : : : : : .... ... � -iii:::: : : : : : ........ - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . I - . . . . . . . . . . . . . -/-`-`---.--`---.--`---.- * . . . . . . . . . 11 , : : : . . ..................... : : ............... - . . . . . * * * * . . . ............... : : ....... * - *ii�ii��i.* . . . . . . . . . . . . . . . . . . . , -�- :- - . . . . . . . I : : : ifi. - i i i i : ................... : : : : : : : : : : : : : : : : : : : : : , * : : : : : : : : , f. -.*..*.*..*..*.'..*..*.'..*..*., * . . . . . . . .'.. .. . . .. .. -f...-.1'.. ..- - - - .-:T�ii .... ***:::::: ....... :. ********** * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... IMPORTANT SITE WORK NOTES. . . ........................... : . . . -T.. .. .>... .. ... - - P - * * * � ..... .................. :j... .... .... ............ .......... ..... ..... .......... ............................ . .. .... . ................. -. ` ... -................................... .......... I . . . . . * . . . .. ..% . ..... , - , , * * * . .. .. . . . .. * -X-.... ..... -. - - - - - - - - - - - - I *PRIOR TO BIDDING, CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE . I . - . . . . . . . . . . . . . . . . . . . . . . . . . . 7 *. *. , "4 *- U) - .- . *.. *. * -:, ... .... -** * * �** * * " * * * * ,-,i i i�. ... iiii: ..................................................... ::: , , * * * * * * , * , * ** '' '' '' '' '' . . , ** ****' -:i7.-,--,.-,--,.-*--. ......2. .� 1 . wl"11 - -. - - .... ::::::::::::::* _\ .... ::::::;/:::::::::::::::::::::::::::::::::::::::::::::: * * * * ... . . . . . . .. - - . . . . .1. . . . . . .7 f:�T . .0 . . . .H F-.-' �1*. I :�: .=�T:��:�:�, , . - ::::::::::::::::::::::::::::::::::::::::::::::::::::. '' . . . . . . . . . . . . .. . . . (j�16 *. - . *. - . *. . - . . . . . . . . . . . . . . . . . . . . .. . . . . . . * * ', : : : : : : : : . ... :::::.I;-;::::::::: /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . �: * * . . . . . . . . :::.:::.::: ....... : . .. ... ��4� .. . ... - * * * * * : : * . . . . . . . . . . . - . . . . . . . I . , - - . - -L' * * * : : * * * * * * . . . - . *� * . . 1� . . . . . . . . . . . . . . . . . . . . . . . * - . . . . . . . . . . . .. . .. . .. . . , . _. . . . . . --,-' - - - - . . . . . . , 'i ::::::::::::::::::::::::::::::::::::::: .... :::::::::::::::::::. ::::::::::::::::::::::::::::::::::::::::::::::::::::- . . . . . . . . . . . . . . .__ . . � . �-�. . --- . -__:� . - . - . . - . - . .- . I - , , - * , I * , * * * - I - I - I - I - . . . . . 14., - , .t - '-., :2 . , - '%, - `: -, . _*1 , * I I * I * * - * - I - I - - - - � * , : ..... *** :::::::::: ,; . : .............. ..... _: : :_�. . . : ....,P.�...........�A.. - . . . U , * --01 .4 .. . . . ..... :: * ::: ..... - . . . . . nij�lt' . . .. .... * ---I * _/ -1 * , I * * . . . * * * * . . . . . . . . .. : ............................. . . . . .. .. ...... ...... . ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . .::::::::::: �-..-'-.*-..-'-.*-..-'-.*-..-'-.'..- , , '' * * * � - DEMOLITION WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION . . �, - -, I .. . . . . . . . ..I . , it:::::::::::::::::::::: . ..... :::::::::V�.::::::********/*'***************'******** ... . . . . . . . . . .. .. .. .. .. .. .. . .. .. . . . .. .. .. .. . . . . . . . . . .. .. .. ..Q*..*..*1.*1., .... . , 1. &. - --- - . ............................................. . . . . .. . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. - f "' f- - , -., * - , " &.-�.! -.::"** .... .- .I- . --.-1.__-_.__-_.__ . . ..;� . ........................ :r ::::::****����,r-----I*:*:*:*:*�*z:*:*:*:*:,:*:*:*:*:*:*:,:*:*:*:*:*:*:,:*:*:*:*:*:*** ... ******* -.-..-.-..-.-..-.-..-.. -.- -.. -.. - ..-...-...-...-...-...-.......-................-. ..... . . . . ... . . . I . . . . . . . . . - .;, 1111111 .0. . . . .. - - - - ` , , , %* %* " " `* * * " " " '. . - .............. ........... .. .. .. .. .. .. .. * * - . . , -A :** ........... * .. ........ ::::::: : .... .... *** ... ************************ ... ............................................ . . . . ............... .. ................. . . ... .. . . . . ... .. . , . . . , .... , .... , ..... - -1% ..*-*.I . ... . . . . :*11 ::::::::::::::::::::::::: :::::::::: ......... /:::: ............................................................. ---j * -, * _* * _* - _* - -*.- -*.- _'.. _'.. -'.- -*.- -*.- -*.- -*.- -*.- -'.- -*.- .'.- _... -'-* '-: -'�,-.,.- .. .... .... .... .. �, ...- ... - ..... .... .... . . - - . S* - �- ::;,�::::::::::::::::::::::::::::::::::::::::::::::::::::::: . . . . . . . . . . .. . .. . . . . . . . . . .I'. ------T-.*-;-_r-��j_' . 1. , r, .... . :::::::::::::::::::::::::::::::::�. : ,:,,. . . :It . . . . 71;-- . UNDER THIS CONTRACT AS SHOWN AND SPECIFIED ON THESE PLANS. . . . I - - - - - - * , , . . . . . . Z .......................... ::::::::::::: .... :::::: . . . . . . . . .... . . . .-. -,�. .-. - 'I . . . . . . . . . . ... .ei�. . . . .... ...... ................. ::::::::::::::::::::::::::::::::::::: :3 .. .. .. . .. .. .. .. . .. ... ... .. .. .. .. . .. . .. .. . . . 17.�� . . . .0 .* .* .* I . . . . . ::::: . . . . . . . . /. . . . . . . . . � . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . I. . - --: ---: .-.. - ....................... � ................. . . . . . . . . . . . . . . . . . . . � .. ..... . . . . . . . . . . . . ...... - _. _ . . . . _. . * * * * I * * * * * * * * I : : :_�_** : : * .... 7 ::: ....... I , I , I * I * I , I , I '1'1*1** . * . * . * . * . . . . . . . . . . . . . . C - - i� - 1, - , - , - , - , - . - . [� . I .. . ,. ._.� __ - ; ... ..... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . . . . . . �'-. -4. �� .�-. ..- - -z .., . . 7 - - . . . . . . . . __ . . . . . . . . . � " �;,� .V . .. . .. . .. . .. . .. . . . . . . . . .1 ..... . . . . . . . __ . . . . . . . . . . . . . . . . . . * :::::::::: : ................. ::::::::::::::::::* __ - __ ;� . � . . . . . . . . . . . . . . . _- - . . . . . .. . . . . . . - . .. ....... * ....... ::/ , .* . - 77' - * - - " ., - .* - * - . . . . . . -, . .-: . . . . . . . . . . i'. ',�..�? . I % -.*- % , * , * , * *. ... . .................. ....... . _ . . : .... .::::::::::::::::::::::::::::: .................. ::::::::::::* . . . . . . . . . . . . . . . . . . . . . . . . . . - 1. -1 . / - . - . - . - - . . . . . . . . . . *. . V . . . . - I �.::::,:: .:: .,V. _...1. _...1._..1.. I.. I.. I.. I..... .. .. .. .. ........__;..... ..... . ... . .. ..... .. ...................V . . *. . e REMOVE ALL EXISTING ITEMS NECESSARY FOR NEW CONSTRUCTION. SOME, . . . . . . . * * , * , , * * , , , . . . . . . . . . - . . . . . . . . . . . . .. . . . ......... _4 * � � , ., .::,.,-.:-_., . . ::::: ..... :::: - . .. .. . . . --- - i .. .l....... __ .1 . . .. .. .. .. .. .. .. .. . I..* -1.* -v.' .., -.* -.* .... . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . , ... ..... .. .. * * .. _/ * . . . , . * . * . * . `. * . * . * ** ** ** ** ** '' ** ** ** ** ** ** ...�1_,--..,. '. '. '. . . . . . . . . - . - -* - - -- . _Fi�l _17- * * * * * * ... ************** ...... ************************* ....... ** . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . NOT NECESSARILY ALL ITEMS ARE LISTED ON THESE DEMOLITION & ........ .. .. .. .. -I - - - - .j...d. ..II.*- *. *. -Z' 3 ..... fl. .................. :::::::::::::::::::::::::::::::::::::::::::../-'*-**-*'-''I .,. .,. .,. .,. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . .. .. .... .. ... .... .. . - __ - . . I I - ..... * . * _., _., _., .., .., .., .., .., . . , . . , . . , . . * .., . . , . . *.. * .. * .. *.. *.. *.. *.. * .. * .. * .. * . , * . , * . * , . * * . , , . , , . , , . , , . * , . , , . , .. . .. .1711....I. ..I.... - - - - ::::,.*..*..*..*..*..*..*..*..*..*..*..*..*..*..,..*..*..*..,..,..*..*..*..*............................................ -.' -.' -.' -.1 - -.'. .. .I. . . - _. _. *�. � � �Ilr-4i�-H_. ...r_--� .... ****:::::::::::::::::::::::::::::::::::::::: � ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. ..- --,-*-*. . . .. .. .. . . +� . 'A :,�*_* -*.�l::::�k.::::::::::::::::::::::::::::::::::::::::::::::: ....... '.. - .. .. L' " .;OI ,� . - :":�4__L - � -.1 . *. V .. ...................................................... :::::::: . - I �' "1%%`.1". __ - -Li -�` �' * * * * **** /'. . , - .t . .1 . . ... .. ... .... * . . - ;---: . / . . . - ; ...... __ - _4 - _�-.4-* ********* .... ************** ... *************************** ........ - y - . . ...'.... _.�..* ..: . . . ,;7 - .. . * , .. - . * * ... . . . , . - - .". " ': �:::� .. , , , � --r-..* % tk� . - . = - - -L'-'-' -_1 . . . . . I. ......'.. .. -.* i. ***** ....... * _ _ _ _ _ _ _ _ _ _ . . . . . .- .- .- .- __ .- .- .- .. .. .. .. _ .. .. -Vt..,........ . .. . T.E.S.C. PLANS FOR FOR BIDDER/CONTRACTOR CONVENIENCE. _, � - - _,6�7 I.. ,I-.'- P-%* , . . �....[...-_.ff .-.r. :]��iiii: .................. :::::::::::::::::: ... :**********%;.,. '.. *..,..,..,..,..,..,..,..,.., - %, - % - - _. - 0 - - -............................................. �*: I .*. , - . . . .......�.. . . . . ..... r. .. ..I. . 1. . . .. . .. .,.. . . . . . . w .. . . . . . . . . . . . . . . . . * . . . - . . ..-.. i. . . .t .. .:::::.:: .:::: .::::::: - * -, - - - * - * - * - * - * ,��, ..,;.\..-. .* . . . . .. . . . t -.--. * . . . . kii..il���:]�**** ** **** 1��- . . . . . . . . . . . . . . . . . . . . . .. ... .. .1 .. . .. ., ..* . --.I - --. - �-�,- -:� - :.k-* - - - - -11 .............. il.. .::: .;.;*". .*. .*. .*. .*. . . . . . . . . . . . . .. *- *- .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..\. . . . . *CONTRACTOR SHALL PROVIDE THE INSPECTION AND REPORTING BY A ... - ............. ................ . - - ................... .. .. .. .. .. .. .. .. .. ... ... ... ... ...>......................................................... I... P.�. . . . . . . . ...... . . . **i�RK-�FNIQ��iii**: ... 6-::.***;.;.;---. .. .. .. .. . -. - ..- -.- -.- -.- .. - -. - -. - -. -. . . . . . . . , . . 1� -t7 ---�. . . 'JI . . . . . .;VF : . . . . . . . . . . . , , * , * , * , , * , , * , * , . , . * . * . . ..; . . � -:: :: :::: :::: : -\i i � � � w� v . ! 7 ....- . . . . . . En . , 'I , . . . . - - A : ... :I ........ :.**:"*. *_:::_;��:::::::::::::: * * * * ........ ******** -. - -. -. - -. -. - -. " . . . . . . . . 1* . . )*. 1. I % . I /_ . -'.;. �'i-.,--'T-'-'-j`*- *1 * � . ... .j.�� * * . . . . . .� i . . . . . . * . . . ,,� " - _41-_ .. . . . . : -:: , . - . - . -I. I '�_ � - *� - --,. -L. �g- -- I . . . - .. ��l :::: � : :�_ t `* '11. '__ - , . . . . . . . , . .. .. .. .. . . . . . . . . . . . .. ... ... ... ... ... ... ... . . ...;.:..:0 . . . � I CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS . . . - ':e! I. .... .... ... W.1.111P! . ... ..... - - . .. .. ..- . '. - . '. - . '. - . '. - . ` * . ` * . '.. '.. '.. , . '.. , . '.. * .. * * tn. * _.. * _.. * - . .. .. .. .. .. . . - F. .;-. ..-P"-. . 'k -� - , , I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . - .......... .. 4C... - .- .., .. .. . .. .. .. .. .. .. .. .. ........... .. .. . .. .. .. .. . . . ---. . . , . , , -�-� .: .�.---�,A,,_ a � *.;-.: . . . .I .�. . ............... ; r . tT.6 - _. .- - * * , -1 -' . -' . -' . . . . . . Fr._�__... .. .. ... -.V . . . . . . . . . . . . . . z7: .. . f. 1��... .:. . .j�_ . . . - .T . . . - . . . . . . . . , * , %i!.*1!_. '. ._.... . _. ..... . _'. � ." - ... �0_'-.L;up - .L -? -. . . ...... -.. - .. ... ... .. , .. , .. , .. , .. * . * . * . , .. , .. , .. , .._............ .. . .. .. .. .. . .,�,. .".��. 1 ,,� *.;. . !,r-q,.v - ... ..... - . - . .. .. .. ............ '. '. '....... .. . . . ,.,. 4-!--* - -.*,- - ..* .............. -%-'-�-* .-L�'Olw\ . .,. ...,;-?- . - - .., ;.*- r. * * L�. �j , . --*;-A�_ ..-= .. . . . . _- . ' : :.;!� t �__-*-Z . ;k � �P; . -F - .' - -.* - -.* . . . * * **** * * .... ... . . ..mi. . . : . .... . . __ t;��::�_ . - 7-4-'I � . . - . . . . . I . . ' . . . . , . . � . . . . . . . . . . . . - . n�� �:.. . .;.� - . . . . . t.*4' . * - . . . . - [ . . . . ........ - .0, . .. . . . . - . " ju . REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE). . . . .. ....T .. --i.- -, .-.r- *� - . . . . . . . . '. - - , - ....... : - CI .. . ... .. .. .. ... . . . .... . . . . .. .... . . . . . . . . . . . . . p -_-�-- -. -. - .. - .. - .. - -. - - - - - - --/-. - - -.f, '....... f '.,.�. � - i.. .*:: . ... . . . i .�.z . . .. .. .. .. . . .. . . . . � , ;. � .,C'. 0.-w __ . . . . . . . . . . . . . .. . . . . . . . . .. .. . . . : ... .. . . . . . . . . . . . . . . . . - . . . . .. ; . . . . . . . . . I, . 0_.-_�_ -,.!, ** *i . . . . * * * * * * . . . - . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . .... - - .... , . . . �,.,;o .. . .. . . . . � *4:� * .. .. . . . . . . . . . . . . . , * , , , , , , , , , , , , , , , , * , * , * , ** ** ** ** ** , . * , . * . * .. * .. * . , . , , . , . , . * . * . . . . . .. .. .. ..., . ... - "_�, . . . . . . -. -. -. -. - -. ./ -. -. .. .. ... ... -.. -.. -.. --. --. -. . . . . . . . . . . .. .. .. .. .. .. .. . . . . .. .. .. .. .. . . . . . . . .,.: . . . . ..... . . . . * * . . ..�...... I . ........................................................... . ......... . . . . . . .. .. . . .. - _.,�- ** .-,;� .,.-/,.-._.._. I I . \4.. .. . , . . . . . . .. . . . .. ... ... ... ... ... ... ... ... ... v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. __1 _.- _.- _.- ... ... ..* * * * * ** . - _3P.,_ */ - % _. , . . - ...... ** .............. .......... . N ..... . . .... - _.. .. .. .. .. - - - - - - - - - - - - - O... . . .. .. .. . . . . . . .. .. .. . . . . . . . . . . . . . . - . . . . . . . . . . . . .. .. .. .. .z ...t.. . . . . . . . . . . . . �. . . .p .. . . . . . ., \\\�, , , , , ..�:,!.. . . . ,�.e . : . . _t ........ . . . . . . . . . . . . . . � .I.i . . . . .F; .. I . . . A`. I � `UE X Q & R I -:, j . *- . * I ' . ' *� ' . ' I ' . ' . ' . * . * . * . * * . * * * * * * * * * * * * * * * , , , * , * * * , , , . , , . , , , I , I . . . . . . . . . , , . . ii�� -.x . . . . .. - - - - .. .. .. .. .. _. _- _- .. .. _ __ - __ - - . . . _- _- _- .. .. .. .. '' . .. * . . . . . . . . . . . . . . . . . - . . . . . . . . . . . I . �. � . . -�t ./* .. - . - . .. .. .. w .. .. .. . . . . . ;�- -��.*: .- -... - . . , . . . . . . .� . . . . . , , . . . . . . . . .. k�` I -.,- . . % . -." 4 , . /. . . .. .. .. .. .. .. .. .. .. .. I I .B .-I- -.-.--.-.--.-.- . . . . . . . . . . . ... ;... L�..;., .., . .., .., .., .., - , - , - * -.im iiiiiiiiii . *CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN EARTHWORK TAKEOFF. . . . . ' . . .. .. .. .. .. . . . . . . . . . * -Z .i. �� ., . . ..f.'-..-.*.-.'-*-.'-*.-.[.*...*- ..*.*. .. . . , . . . . . . . . . . . . . . . . . . . . . --. '* . .. . \�A\�N� .. 7 . . ,IIIIIIIII ,.=i;L ..-" IIIIIIIIIII * 11iiiiiiiiiiiii iiiiiiiiii *-* i�-�. I - ..:: - ., . . . - I . . I* MATCHLINE ---- GRID' i - ---- SEE SHEET D1.1 DEMOLITION. CLEARING. & T.E.S.C. LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEET D2.1 UNLESS NOTED OTHERWISE BELOW. � I � - APPROXIMATE PROJECT LIMITS K*_,� -X- 6' HIGH TEMPORARY CHAIN LINK CONSTRUCTION/TREE '\D J2.1 PROTECTION FENCE W -*-*- TEMPORARY EROSION CONTROL SILT FENCE * OR STRAW WATTLES AS APPROPRIATE * ,-I- 1^ >\ � 'I't-j DIMENT BARRIER * \ >.� / < 1,V, -L-1 =ASPHALT PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D NOTE: PROTECT EXISTING PAVING THAT IS TO REMAIN) 17-77�77f,7,7�.71 CONCRETE PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D . " - �*"'.'. -. " ..,. *..:.--- --i .. - ,I . - - . :.-L.. - (NOTE. PROTECT EXISTING CURB/PAVING THAT IS TO REMAIN) . .. .. .. * *' CLEAR & GRUB 67 DEPTH AT PROPOSED GRADED AREAS .. .. ... ... .. ... ... .. ... ... ...,.�..�.�'-.--.--j - REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS . . . . . . . - - - AS REQUIRED FOR NEW CONSTRUCTION (PROTECT EXISTING ITEMS NOTED TO REMAIN) ::::::::::::::::::::: I CLEAR 4 DEPTH AT EXISTING SAND INFIELD AREA - �::::::::::::::::: REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS AS ::::::::::::::::: _�- - j REQUIRED FOR NEW CONSTRUCTION (PROTECT EXISTING *"`�+, AIN) (*)EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) lr----.-,V, DEMOLITION NOTES- (SEE IMPORTANT SITE WORK NOTES NG CATCH BASIN AND STORM DRAINAGE LINES WITHIN THE CONSTRUCTION AREA, CAP ALL LINES ABANDONED IN AND NOTE THE PRECISE LOCATIONS ON THE RECORD DRAWINGS G FIELD DRAINAGE LINES AND GRAVEL TRENCHES (APPROXIMATE FIELD DRAINAGE AREA SHOWN) FILL TRENCHES WITH SUITABLE ON -SITE SOILS AND COMPACT PER SPECS. RINKING FOUNTAIN, CUT AND CAP ALL EXISTING rlc_*� \,6 � REMOVE EXISTING BACKSTOP, FENCING, BLEACHERS, AND EQUIPMENT (INCLUDING ANY FOOTINGS) 0 REMOVE EXISTING ASPHALT, BASKETBALL COURT, AND EQUIPMENT (INCLUDING ANY FOOTINGS) IRRIGATION DEMOLITION NOTES: REMOVE ALL EXISTING IRRIGATION HEADS WITHIN THE IMPROVED AREA. CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING IRRIGATION D AS REQUIRED FOR NEW CONSTRUCTION (SEE IRRIGATION PLANS FOR NEW IRRIGATION) CAP ALL EXPOSED ENDS ELECTRICAL DEMOLITION NOTES: @ REMOVE EXISTING LIGHT POLES AND JBOXES, CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING ELECTRICAL CONDUIT D AS REQUIRED FOR NEW CONSTRUCTION (SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION). PROTECTION NOTES: A PROTECT EXISTING UNDERGROUND GAS LINE TO REMAIN B PROTECT EXISTING OVERHEAD POWER LINES AND TOWER TO REMAIN D PROTECT EXISTING GAS LINE SIGNS EST SIDE PLANTINGS TO REMAIN (hLOTE: SEE IRRIGATION DRAWING SHEETS L1.1 & L1.2 FOR NEW MAINLINE AND CONTROL WIRES TO SERVE THE WEST SIDE PLANTINGS) G ASPHALT WALK TO REMAIN CLEARING & T.E.S.C. NOTES: 1. STRIP TO DEPTH SHOWN ON LEGEND WHERE STRIPPING IS REQUIRED, REMOVE ALL PAVING, STRUCTURES, ETC. AS REQUIRED FOR NEW CONSTRUCTION. 2. CONTRACTOR SHALL ESTABLISH, MAINTAIN, ADJUST, AND REMOVE TEMPORARY EROSION CONTROL MEASURES (SILT FENCING, ETC.) AS REQUIRED FOR NEW CONSTRUCTION. 3. 'RECYCLED TOPSOIL' - ALL STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. 4. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 5. TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED ON ALL EXISTING MHIS & CBIS AND ON PROPOSED MH'S & CB'S AS THEY ARE CONSTRUCTED. CONTRACTOR SHALL ADJUST THE FENCE AND MAINTAIN THE SEDIMENT BARRIERS DURING CONSTRUCTION TO DEN WATER FROM LEAVING THE SITE. 6. REMOVE EXISTING IRRIGATION HEADS AND ELECTRIC CONTROL VALVES WITHIN THE LIMIT OF WORK AS SHOWN. CONTROL VALVES ARE UNDERGROUND (VERIFY LOCATIONS WITH PARKS IRRIGATION SUPERVISOR). REMOVE ALL EXISTING IRRIGATION LINES EXPOSED BY CONSTRUCTION. CUT AND CAP LATERAL LINES. ALL CONTROL VALVES AND IRRIGATION SERVICE DURING DEMOLITION PHASE SHALL BE DELIVERED TO TMENT. 7. AT ALL CLEAR & GRUB AREAS, REMOVE ALL EXIST. STRUCTURES OR OTHER ITEMS AS REQUIRED FOR NEW CONSTRUCTION AND PROTECT EXISTING ITEMS NOTED TO REMAIN. METHODS WHEN WORKING WITHIN DRIPLINE OF EXISTING TREES. 8. SEE SHEET D2.1 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS, NOTES, CONSTRUCTION SEQUENCE NOTES, AND EROSION CONTROL SEEDING NOTES. UTILITY NOTE 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY, RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE SHEET D2.1 FOR CITY OF RENTON EROSION AND SEDIMENT LAN NOTES. 40 PM����� GRAPHIC SCALE KEY PLAN 0 1/16 1/8 PM��� �_"""""""1 GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright@2022 - Bruce Dees & Associates (All Rights Reserved) C.nr = -, E ME) - . . , . �� 'n 0 I -I -� 0 . I " " C) [ C: 0 ...-Ia) M - -2 , = dt .- �; -� � � , - I Z" D U cc _<� 0 , . 2 LD .'A �', �'. 3� - (j _- 121 WLIIII]l 0:6 . E _ . . " L) V) 2 Q� .w 0 2. . 14 F , It , = [ ... a) . C.n 0. E ,5,� � Z.22 . � G . 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L- 11, :-"ZJ (EOTE- PROTECT EXISTING CURB/PAVING THAT IS TO REMAIN) 1�1,7.7741c7,779 TOT LOT SURFACING MATERIALS AND ANY EXISTING . LLF`� !�] DRAIN LINES TO BE REMOVED . . . . ... EAR & GRUB 6r DEPTH AT PROPOSED GRADED AREAS �. . . . . . . . . . . . . . . . . . . . . . ................ - - REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS ._....,., AS REQUIRED FOR NEW CONSTRUCTION (PROTECT *--�4-, EXISTING ITEMS NOTED TO REMAIN) (*)EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) �_,L�1* DEMOLITION NOTES: (SEE IMPORTANT SITE WORK NOTES BELOW) g REMOVE ALL EXISTING CATCH BASIN AND STORM DRAINAGE LINES WITHIN THE CONSTRUCTION AREA, CAP ALL LINES ABANDONED IN AND NOTE THE PRECISE LOCATIONS ON THE RECORD DRAWINGS (�) REMOVE EXISTING FIELD DRAINAGE LINES AND GRAVEL TRENCHES (APPROXIMATE FIELD DRAINAGE AREA SHOWN) FILL TRENCHES WITH SUITABLE ON -SITE SOILS AND COMPACT PER SPECS. @) REMOVE EXISTING DRINKING FOUNTAIN, CUT AND CAP ALL EXISTING I- I PEDESTRIAN ACCESS & SAFETY NOTES- : ) � 1 . COORDINATE DEMOLITION OF EXISTING SIDE WALK ALONG UNION AVENUE t_o_*� REMOVE EXISTING ACTIVITY BUILDING AND FOUNDATION. CUT �1_11� J-2- 2 En ��. 2. MAINTAIN TEMPORARY CONSTRUCTION FENCE UNTIL THE NEW SIDEWALK AND WALL ARE COMPLETE. AND CAP ALL EXISTING WATER, GAS, POWER, AND SEPTIC LINES. 2UJL i- �2 �1 3. OBTAIN APPROVAL OF SUBSTANTIAL COMPLETION OF THE NEW WALK AND WALL AND MOVE THE RAIN FIELD LINES � TEMPORARY CONSTRUCTION FENCE TO ALLOW DEMOLITION OF THE EXISTING SIDEWALK AND PER CITY OF RENTON STANDARDS I I �� . � PEDESTRIAN USE OF THE NEW SIDEWALK WHILE CONSTRUCTION OF THE NEW CURB SIDE PLANTER 9 REMOVE EXISTING CONCRETE BENCH AND FOOTINGS 0 �! r- STRIP IS CONSTRUCTED AND ACCEPTED. �� J" FIBER OPTIC MON 4. PROVIDE PLAN FOR TEMPORARY FENCE APPROVAL. 10 SAWCUT AND REMOVE ASPHALT AT EDGE OF TENNIS COURT 0, 11� I I REMOVE EXISTING PLAY EQUIPMENT AND BENCHES - i _j. - 'F, F= �__ RECOMMENDED CONS E- @ REMOVE EXISTING WALL AND FENCE ,5 IT7 - � I FOR RECOMMENDED CONSTRUCTION SEQUENCE NOTES SEE SHEET GO.3. @ REMOVE EXISTING CHAINLINK FENCE FABRIC AND RAILS, ��i �_ d SAFETY REQUIREMENTS (NOTE: PROTECT EXISTING POSTS TO REMAIN) W lb in (9 REMOVE EXISTING CONCRETE STEPS / �\K- FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 __ t @ REMOVE EXISTING BIKE RACK I- �, j_j_ SANITARY SEWER MANHOLE CITY OF RENTON GENERAL DEMOLITION NOTES 01-WI± I (n / RIM=414.22 QUIRED FOR NEW CONSTRUCTION I I I IE=40712, 87PVC N 1 . CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO (NOTE: PROTECT EXISTING CROSSWALK LIGHT POLE TO REMAIN, IE=407.14, 8"PVC E COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION in il- F 'a I IE=40709, 8"PVC S DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE w ADJUST EXIST. JUNCTION BOX TO REMAIN TO NEW FINISH GRADE ) \ FLOW SOUTH REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. IRRIGATION DEMOLITION NOTES: , � �i- LADDER WEST 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENC� m 0 -i ( SS - SS - SS - PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS REMOVE ALL EXISTING IRRIGATION HEADS WITHIN THE IMPROVED AREA. � ww x AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED , CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING IRRIGATION I � _� MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM D AS REQUIRED FOR NEW CONSTRUCTION (SEE j - __ THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR IRRIGATION PLANS FOR NEW IRRIGATION) CAP ALL EXPOSED ENDS _j ww 1`�\_4' CHAIN LINK FENCE RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ELECTRICAL DEMOLITION NOFES: -- ACTIVITY. , � -�- STORM CATCH BASIN 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO T RIM=41J.18 @ REMOVE EXISTING LIGHT POLES AND JBOXES, CUT, CAP AND �jm w � IE=409.81, 6"CONC E ING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. ABANDON IN PLACE OR REMOVE EXISTING ELECTRICAL CONDUIT in 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY IE=409.J5, 8"CONC IN D AS REQUIRED FOR NEW CONSTRUCTION . OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO . . BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. (SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION). j _j �, , -a .\ 4�0 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL PROTECTION NOTES: V) � z WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). i � � 4) 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND � CURB TO REMAIN i ", :�! I z DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. CONCRETE SIDEWALK TO REMAIN 11 V) Cn SO 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. I �, . 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE J PROTECT EXISTING 4" WATER METER AND SERVICE LINE TO REMAIN, jQ_j , STORM CATCH BASIN REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND (EXISTING METER VAULT AND RPBA AND/OR DCVA TO BE REMOVED ri :�! H SOLID LID COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. �_ AND REPLACED PER CITY OF RENTON STDS., SEE SHEET C5.1) N r__N "I . RIM=41J. 79 9 DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND /-,/ 1E f10.14, 6"CONC A TRAFFIC SIGNAL AND LIGHT POSTS TO REMAIN . 1. . � 0 t_ COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING =410.49, 6"PVC S ;� . , . .__: .. '. .:ill . '. m DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL CONCRETE SLAB TO REMAIN . . . I 40Y.8Y, 87w; 51 COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO DERGROUND ELECTRICAL . REI VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME T ,� I SIC PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED To TILITY POLE & GUY WIRE TO REMAIN ' /� TRAFFIC LIGHT, OF REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS POTELCO, QWES . THE CONTRACTOR WILL BE FENCE AND/OR WALL TO REMAIN 11 ,- PED. CROSS LIGHT, SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE � - � PED. CROSS SIGN ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. �� CLEARING & T.E.S.C. NOTES - 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. I �k�O I NOT CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS 1. STRIP TO DEPTH SHOWN ON LEGEND WHERE STRIPPING IS REQUIRED, REMOVE ALL I 1� I I ww A " EN TER " AND CAP LINES. \-SAW CUT EXISTING PAVING, STRUCTURES, ETC. AS REQUIRED FOR NEW CONSTRUCTION. :;0 1 1.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES SIDEWALK AN D 2. CONTRACTOR SHALL ESTABLISH, MAINTAIN, ADJUST, AND REMOVE TEMPORARY EROSION FENCING, FOR � I I ::E TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. CONTROL MEASURES (SILT ETC.) AS REQUIRED NEW CONSTRUCTION. i CURB AS REQUIRED 1 2.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE 3. 'RECYCLED TOPSOIL' - ALL STRIPPINGS MAY BE USED TO CONSTRUCT LANDSCAPE __ � - , r � W L` W1 -1, H ARE TO BE ABANDONED OR REMOVED. BERMS. 4. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND 11 - AREA (SEE ) 11CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION L I I D_j lk ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. 144 ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE � 7 ,F_�"DO NOT 14.CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL H H ", TO LOCATE UTILITIES WITHIN THE PROJECT SITE. � 0 EN TER " WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 5. TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED ON ALL EXISTING MH'S & CB'S 11 I � 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE AND ON PROPOSED MH'S & CB'S AS THEY ARE CONSTRUCTED. CONTRACTOR SHALL -A . r, ::` �10 DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT ADJUST THE FENCE AND MAINTAIN THE SEDIMENT BARRIERS DURING CONSTRUCTION TO 1: OW ( ) ( ) �2 VEHICLES. DEN WATER FROM LEAVING THE SITE. , L Ir � � 16.IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING 6. REMOVE EXISTING IRRIGATION HEADS AND ELECTRIC CONTROL VALVES WITHIN THE LIMIT D I (I -) J_ - DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF -SITE (REF: PSCAA OF WORK AS SHOWN. CONTROL VALVES ARE UNDERGROUND (VERIFY LOCATIONS WITH I � � -0 � REG 1, SECT. 9.15. (A)(1)). PARKS IRRIGATION SUPERVISOR). REMOVE ALL EXISTING IRRIGATION LINES EXPOSED BY � . CONSTRUCTION. CUT AND CAP LATERAL LINES. ALL CONTROL VALVES AND IRRIGATION Ill _j _j - � �: _�_,"7 - --,/ I TREE PRESERVATION NOTES (TYP) SERVICE DURING DEMOLITION PHASE SHALL BE DELIVERED TO RENTON PARKS DEPARTMENT. � 0 7. AT ALL CLEAR & GRUB AREAS, REMOVE ALL EXIST. STRUCTURES OR OTHER ITEMS AS 1i �j �j � 1 . TREE PROTECTION FENCES ARE TO BE ERECTED PRIOR TO BEGINNING OF WORK TO PROTECT REQUIRED FOR NEW CONSTRUCTION AND PROTECT EXISTING ITEMS NOTED TO REMAIN. www PRESERVED. FENCES DEFINE SPECIFIC PROTECTION ZONE FOR GROUPS KING WITHIN DRIPLINE OF EXISTING TREES. I �_ �_ �_ � rw OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. 8. SEE SHEET D2.1 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS, NOTES, 2. CONSTRUCTION TRAILERS, TRAFFIC, AND STORAGE AREAS MUST REMAIN WITHIN WORK AREA AND CONSTRUCTION SEQUENCE NOTES, AND EROSION CONTROL SEEDING NOTES. (I -) �j OUTSIDE OF TREE PROTECTION FENCING AT ALL TIMES. UTILITY NOTE � 3. ALL UNDERGROUND UTILITIES, DRAINLINES OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND TREE PROTECTION ZONES. � 4. NO MATERIALS, EQUIPMENT, SPOILS, WASTE, OR WASHOUT WATER MAY BE DEPOSITED, STORED OR [ CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD I_j _j 12-1 w H PARKED WITHIN THE TREE PROTECTION ZONE FENCING. LOCATION ASSISTANCE WITHIN THE PUBLIC RIGHT-OF-WAY, RETAIN A PRIVATE LOCATOR I . . . ._�. . . . . . . . . . . . . . . . . . .. .. .. . .. .. .. . . . . _. - .... .. . . . . . . . . . . . . . . �r . . . 1k I. I. I. 1. . * . . . . . . * , . , . .1. . . __j %-/-*.' -*.' -[.' . ' . ' . . . . . I . - '. '. '. '. '. ___�:If - % .. - % .. - % ... -. - . - - % -:;, --,.-'-\ - % - * - . . . . . .. _% L.- -*.. . . . . ... . .... . .. .. ... . . ,;,. . . y - -'./A 4 . .. .. . . , .. . '. N, .. . .. . .. .%... ............... . I ... .. . / wj 3LINVIUL lU LUWAIL UVILIFIL3 W11MIN ImE PROJECI SHE '' * * * . . . . * -, . . . . . . . . . . . . . , . - .. . .. �14:t-A ........... .. . . . �. 1�:e .. .. .. '..'.�.'..,'. ...--%--%:5�,-� ... . . . . . .. _. . . . ... \-'. .. -'. - .. . . . \ . . . -, :.,t � . . . . . I . . . . ,�_ *_ *-.,.. ... *-� -**-. *1,7: . . . . . . */�/_. - - . - - . . .�� ..,. .........'.�'.'.. - 5:.-. '-.'--.'--.V.-.'....... . _. . . ... _..... . ...... j? 4�. L '+ - . , - - . . . .. .......... .. .. .. - PRUNING MUST BE COORDINATED WITH OWNER'S REP. . . . . . . .. .. .. . _T . '7r'- _-- _- -*- P , , / - '.\ '. - - . . . . ... ... . . . . _Pt I E8 . ... ... . . -..-! v% "BIKE PLAN NOTES. ...- 77.r�--. �.- -. .'- - . . . ., -.'.-4.-.'.-.-:-::.�.* -.* -.* -.*.-.*.-.-.- - .. , - ---� -., -......... .. .. .. . . . . . . . . . . . . . . . .. . . . __:_ . . . . , . * . , . * . 1\ . . , - , , � ... ... . - I - . �,-- ., - . ., . �_ _* - -, - _'X�-_ * .'' .* * _ . . . . . . . . . . . . . . . V% , , .. . .. .. . . . . - I-, / . . . . . * * . * * - �'' . .. .. - -.- -.-\-'. , * *' * *' * * . * . . . , , 14 . . .. . 5. ADDITIONAL TREE PRUNING MAY BE REQUIRED FOR CLEARANCE DURING CONSTRUCTION. ALL TREE '.. . / _�, ? 11-1 / - . % - *-,. - %,f- *-,.*- % %% ,'- * ,'- ,'- * , t. - . . ,��.��.. . .. -..'. *�,'. %%'. %%'. LIJ � .11 . . � � � 2. SEE SHEET D2.1 FOR CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARD *1 *1 . I . . . . . . : _j j , . . ......- -;,r-..... .. - . . . . .. .. .. . * -. - . - . - . -. * - . , - , - ... .. _.- .......% .. .. .. .. .. .. .. . . . ... *' �_ ..- - - . . .. . . a -�- I r K1q % , 11:;�_-'_.' , , , , , , , , '' . . / -**�A' ,.�':*;Y.'-*.-.*-*.-.,-*.-.�*.-. . . \ . . . .. �, . .. . ,��. . , , . .. .. .. . - . . . . .... \... .. .. .* . I . .. .. .. .. ; : P . r% Kin wppiriuq np PFqTi(,inFq qHAII RF HqFn IN THIq .n TRIHIrTiml Ppn.iF(.T Fy(.FPT IF .. .. . P - ___� . . . . . .. -.' -.* -.\-. .*. .*. .*. .* . . .. . . . . . \ - \ C5 1 � I I W 11 j . . . . . . k .. . . . . . .. . . . . . .. . . . . . .. . . L . . . . . . . . . . . . . * . I . . . . . .\. . . ... ... ... ... .. .. . . ..__:_ - . .. .. .. .. . . . . .. . :� �J: '. ., - ., - . r- /,..,:*4' -,tk. - % % -,. . . . . . ...... ��_ - ._-.�\--. ., - . . . . . . . . .. . . . .\ . . . . . . . . . . . . . m . . . - _ ,:,: . '/ . . . . / , , ;P .. . . . . . . . . . . . \ \, 0 . .-. ..!. U LANE * * * * * I . . . .. .. . .,/. '. *. *. .. - - . . - . . - . . - % -.*-,. -.,-,.X,-,. -.,-,. -.,. . . . _�-:_. - .. - . . . - - - - - - - - - 1-v . - () � . - ---� - - .. . . . . ., ......... ..; ._..._.... .. .. .. .. . . .. .. .. .. .. P , .. , , A:.. - ) . . . , . . . . . . . . . . . - , . . 73: . *Clt.... % % 1� . - - . . . ,0:** . : . . . . . . z .. . . . . . . . . \. . .. _�_;!� . - ., - - . , ::.:-.:-: . . . . .. ; - .- - 't- .- - -- -- I A �, %, . . . . I -A. - - �__ ./, . / -, , *' 1111111111111111111 � - * . * . � -, APPROVED IN WRITING BY THE OWNER'S PROJECT MANAGER. ...P " - - ',-�.%-\..%-.%-.,.* .............. . . -9:!:-. .. .. .. ... ....... ............ ... ... ... .. . - I. A 4 . ,..�, - , , K '. ., '. ., '. ., / -.'/-'---*&-",-/.-".-'-'.-'-'.-'-'.- . . . . . . -.,. % -. - . . . ... 0�................ . . . . . . .. .. .. \ .. ... . . 4 ,.: '.. ... .... . 1� ... . . . . . . :::) . . . . . - . . . . , .-. . * * * ./.. .. ... . . . . -- . . . . . . . . . . * , . . . . r. 0 7. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE EVALUATED AS . _<-, - , - , - , - .:, . .*\-- * * * * * * * * * �---::-:: * � . . . &,: ..,., -, , '.' .F*;� . . . . * . .�, * * * .. . ,�,: -;..- . �. - . - . - . .. .. .. ... ... - , . , . ... .. .. .. - \ - , , , . .. . / I 1 � : .. / -.1 1. .. - - - .. , , , '. .,. .,. .,. .,. .,. . % . * * * * * * , \ - f , ,., , , I - _- . . . . . . . . . . . . .. .:.. .- . .: ... . - k/- . -. -. - .-...-..-.\-%.-.%. `-;�.-'��-%%,\%* * * * , ., . ... . , . , . '. .-. \ .[ . . . . , -..�., , � SOON AS POSSIBLE BY THE CITY OF RENTON URBAN FORESTER TO DETERMINE APPROPRIATE . . . - . .., .. .. .. . - , '' . .. .. .. .. � . . . .4.'b . . _. _. - . . . . . .. .. . . . . . . . . * * . .. .. . .. () ... ./. . . . . . . . .. .___� _.-_.-_.-_.-_... .. .. .. .. .. .. .. .. .. .. . .. .. . \ . . . I I . . � -.'- , :.,)r - .. - .. .. .. . .-. . . .. .. .. .. .. , , \.. .. .. .. � - . . . P / / _ . - . . , . . . . - . / - - . .. .. . r. -;,,� - i I....:. ..... .. . . . . . . . . . . . . . . .. .. .. .. .. .. - - .... 4 . * " "' '' , . / . � .., 11 '. . .::� .. .. .. .. .. . ..X.. .. .. . . \ . . .. .. . r�_. . � -, " '*� , , , . . . . . * I t--. - 11�___ - - - .- - - �. I.. - 0, - -�- -, - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . \ (A . . . . . . . . . . � "b . :,_� - '. - . . - . . . - . .. .�'. _. - . . . . . . . . . . . . . . . . . ..,: . . . * * * * , - . . . . \ _P� . - - - . . .-A . I I / � W . . , . . . . , . . . . . . . - - - . ..;.:P../ _;,;;�:��_. - _- _. - _- _. - - . _. .. . 11: .. . . ... . . . . . . \. _- - \ - * ". - * ". - * ". - fl.'_ . . 3t , ACTION, IF ANY. . . . . . . 4., I _& . . -.-*.-.-.-. , - ". .- ;-. . El . . . . . . . . � . . . . ;�� . . . . . . I I ... '. '. - - \ � . . . I AL - .*.- .*.- .'. - __'1�11 , - . . . . . . . . . . . . :, ::;:; V - - . . .. . .. . .. . -. -. . \ � . . . I - ... . - :1� .. , 1�% .,. - . ip- : ,.' . . . . . . . . ... . . . . . . . . .. % . . . . . . . . - . . - - . - . . . . . . . . . ... ... 1, ..; k___ - . - - . .. \ . . - - . . . . . . . . . . . . ... .. . . � m I Ft�� . .. . f .... , " . . . . . . . * * . . . ., I , . . , . . 7 Q . . - . ,.;�� - , m _: . \ � � . . -/. -1 . - . . . . .. ..:..:. It �,_ \ . . . . ��. . . . . - .* - #�-, . . i - ,..IV :�� . . . . ... ...�.. . �. . - i6ft-al, , - . . \ 0 - f- -. -.,- -. -. . . I � 8. ANY GRADING, TRENCHING, CONSTRUCTION, DEMOLITION, OR OTHER WORK THAT IS EXPECTED TO - ,�*\,!-,.ft,--..:; ,�--�4 " N . ". ,;�`: . .. .. . �- - * - -�.. ... - - -_:�A �::,� � -3 ... ... . . . I -i _j -i �,/ - . . I . . ... . . . . , OTS MUST BE MONITORED. WHEN ROOTS ARE ENCOUNTERED 1" IN DIAMETER * - � ... I * . I ..��_,;`_-_._1-_._1-_._ .. .;.. . .. . .. go- . '. . - ,<,. - . . . . . .- - -.1K s . . --: \ \ iiiiii&* , , " , \ \ \ \ I % . . . . -.AT __1 I - �k;*' * `�,, ,!� - .. . . . ;, . . . . . .. % . . '." . , . �,� - - -:* . ,� . . . . . '.--'.--'.- \ .. .. .1� 0 ..*� -:.* -:. lzi:=� \ z ::-:K,,..\.-- .�, .� .... . ,:� , - -'.- -*.- -*.- -*r��% . \ -.11 %* . . _. I . , -IN4 .... .. . .� - . . . . " . . . . . .� \ \_1 \ . . .. .. < I OR GREATER, THEY SHALL BE CLEANLY CUT WITH A SHARP PRUNING TOOL. . . . 4"X ,:P#,.. - & __%*. . . ,5r . . . . . . . - . . . - , / lj��i, - -k - - '.. . ..., ,. -.%*- . .. . . . .. .. ....... __ - 0 . . . 'V5� , 0) . . . . . \ � . .... I . . ; . ,.-* ,p - - * - - * - - . \ 1� \ * - * . - .W. .. '. - ti, IN ,.,. -,�:. ."., ." A" .14%, -.IS I - . . . . 1-1 . . . .;�� . . . \ . , .-. . ... . - rl� . .. . . .41: - -,, ..... ��-...,,%:.,-..,,V.�,� :?- --**.,. _.%.1. -.,. 1. " % * * I*'-., - \ 1� ___ \ \ \ .... ... %*%.'' - . -. , : 3: L / ___��' �2 9. ANY ROOTS DAMAGED DURING EXCAVATION, GRADING OR CONSTRUCTION SHALL BE EXPOSED BACK . ;� - . . . . 0 . - 1--, ... .. -.- %-�-,- -*.- -*.-. -..-..- � .. . - . - * . , ,_ ;0e, .._;;�1_-'.* -'.* _'.1 - "I I--- \ \ . . . . . / I I . . . - .% f"!-, : -�� ,-,- -. -. - . - . - �, .. . . . . .. .. . \ -.*. -.*. . - 71, . \ - \ 1� ___ . . . -- � I I ... . . . . -L -:.�: � - R . . - V ... _ . .. .. .. .. _r r .. - - - - - \ \ t 411.17 1) . - - C. - _�5 j�r...... ;"-, >1�1'-'. -'. - % .'. . . . � T� . . . ..b",t..:. &�_� . . . . '. - . . . . .. .. - I . _j , , ( . . . . . . , I . - . - . . I; EL . . ...-, - . . . . . . , ____ * * * .. 14 -.*-.* * -. - - , --��%,�-_.. � . .. .I-.-- - --.- . ,�f - .� - --:;��- - - --.-- ..- -- - 11 I \ \ \ \ \ � . I.. - � 4 (1) . . . . . . . 6 - ... . . . . I , i. _:_ _- -.*- _- _. . I AND DIGGING, AND CUT CLEANLY WITH A SHARP PRUNING TOOL. - . .."'.. . . - .:.; .- I .P. . . , \ - I .� .f� .: . . <.� z \ (A 1 1www . . . . . . . "I X: . .. �.,',':,. --.!:.;--:;-,�:"."-,.�i-_" � .. .. ;�- t-% .. - % -.*- .. z m \ 11 \ ___� C� \ \ \ � . . , .q t. � I ---, 10.MAINTAIN FIRE -SAFE AREAS AROUND TREE PROTECTION ZONES. NO HEAT SOURCES, FLAMES, " . _'. - , ., .. ( � <- ,� 1i . . - . -, - ----* -z - - - . . .-, . . "I '� .. . .*. -. . -. �f -1 0 3: . .1 __ . ,.,:_;,� . . . . r') 0 r__ '.. .. - --: - --i . - . . N) \ 11 \ m z . . . . . . . . . . . . . .. 4. . 1.�:. .. . 31 �f .- . - - -�: * _��, 2 T� - .--t'_' .. . 1`� \ (A_� 1 \ \ \ \ � \ \ \\ � ........ . 41- .. ;, - /' IGNITION SOURCES OR HEATED LIQUIDS SHALL BE ALLOWED IN TREE PROTECTION ZONES. I r') . , . . * * , kf.-.T w a 0 d \ \ � (- \ \ � - ,�. 1, , , , , . i , 1 1.THE INTENDED PLACEMENT OF THE TREE PROTECTION FENCING IS TO BE OUTSIDE THE DRIPLINE - , , . * . ** , . - 0 ___�* - * - * - * - *_ *_ * .... . . . . - , \ , .. .,. . . 77. -.-..� . . . _. . z ��_ _� �, \ � \ __ \ \ \ , I' -. -., -. -.* -'- tf% I. - . z - * . . . . . -;;, 1111110op , V/z� - * i , - _. -, % . :*I. - , 1z. I 1"04 �/_:_ _1;_Azz1:w;�w_ - - -) . . . _ e . . L .�, , \ - - � � 1E41_'.1_.1_.1l.. . I I . ft !��� � �i� \ __ ____ ( w I I (. -) 0 � OF THE TREE. IN SOME INSTANCES THAT IS NOT POSSIBLE WITH THE REQUIRED CONSTRUCTION. NI) \ 11 4�' * ** , 1 '' , - �� 0 - _\ # *P. (D �w C,j - z , - \ � . .H-.,.-. , .. I I - _� _� � , IN THESE INSTANCES THE FENCE IS TO BE PLACED AS FAR AWAY FROM THE TREE TRUNK AS - , r .. I \ \\- - \ \ I �.,......-.....-. . _. .,.: .- a w 1�! w /) _Pt � \ \ \ m . . . m w \ '.* , * * *.*.. . . . . , 0 0 \1 ... .. .. . �. . . 11 LU , \ w \ \ \ \ ....... �� - . & I � I I I / , .. .. . - -1. - . 4. -a . \ CA \ _P1 . . . .:. � I 1( POSSIBLE WHILE STILL ALLOWING ROOM FOR THE REQUIRED CONSTRUCTION. 0 0 \ '1____, rQ . .. .. .11_1i... . -(G) .- I \ \�,__ \ \ \ . . CAAIITADV CMAIUD AJAA1Ut')1E- - . . . : . . . . \ \ z . .1 I X: Ljj , __O_� -()-r) ____ 6" CHN LNK FNC \<j \ .� '.-.* .*-.'-. .., ... 4 1 1 9 Q_6�W 0 § 9.6 M \ . ... I I - r, _24 A -1 ,5' ,___ - - \ \ z �\w . .\ \ \,q# r-flic''." , " "' - - ) W :5- -1 I I , RIM=412. 00 - W_ < . .L I - _� �O - -0 mmm*mm n - - n - a.._�_____.Q --_� 0 \ - - - - � w6j��, __0 =_ n\ - \ \\ \ I - ............ . . . '.. ae - j U I a -- W C01 . / I - y - 9 I � . I . I III 11� 7-U-1 . I , 1� z. SHED / . I i I I � i 1_1� : � W I . < . -j w I P RO - ,�-, � '*,� 0 1 1 . I , / � (1) . . % '201 :1 1 &" U . SAW CUT EXISTING - m n m \ � m__ �- 11 I CONCRETE AND WALL B� �_�SN < 1, I �. H � //� '. 2 I . Z� C) L0 /I . j . �� "< 2 � < I � U) 0 'n I TL 0923059115 g� �,� 5-,) 3: � 0 . U-) I Q) :z � ( � in En . N --i ;11\ 0) �9 . Q) < � 3: Cn 0 . Rt -Lw ,_ :� I � I I I :, :2� 1 LU � I I . � , z . n � w w I.- i- = * ' 8"CONC S ' IE=406.4 8"CONC NW I I ., --LADDER NORTHEAST , i1i _1� I H_ 11-1 ( � 11-i. mv I Lj" I 0 ff I - ,/ - . I � � � I I � - k �2 To 0 G': 9 1� � � . - � , �_j _j \ I IPRK ( --� IMPORTANT SITE WORK NOTES: *PRIOR TO BIDDING, CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE DEMOLITION WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION UNDER THIS CONTRACT AS SHOWN AND SPECIFIED ON THESE PLANS. *REMOVE ALL EXISTING ITEMS NECESSARY FOR NEW CONSTRUCTION. SOME, NOT NECESSARILY ALL ITEMS ARE LISTED ON THESE DEMOLITION & T.E.S.C. PLANS FOR FOR BIDDER/CONTRACTOR CONVENIENCE. *CONTRACTOR SHALL PROVIDE THE INSPECTION AND REPORTING BY A CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE). *CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN EARTHWORK TAKEOFF. 40 PM����� GRAPHIC SCALE , KEY PLAN, 0 1/16 1/8 PM��� �_"""""""1 GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright @ 2022 - Bruce Dees & Associates (All Rights Reserved) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V) c C Ir Rm 2 Ir 8 [ . w - o 6 Fj 2 T� . 0 .. [ r M .1 1. - .... . . 4 Co a) �,� 1. . -2 E ��2 3 0 �@ Co . a _<� 0 U_ - C po. '� 0 2.- , z *6 Em WL� 0:6 U ..'21 8. C.n -, � pi E L) C) f 'X. .1 R < , d.i 4) C z 7,1 = "� C/) ,- -rE Z� s a4 U-JI C/-) - a �.F; I , - -m 1. EL � (D = C) -tl'A c 2 L"d 1 J iz -. , C14 --:) -< , m c C14 rC'4 - 6 � u U), ,,� � 7�� - ��< 0 c) 6 7 ..4- ..4 - E> U - ::� C) , . 0 Of (f) 01 .. Lj :i� .. E .. LL1 1 1 >_ m C3 < 04 " LLI !;� 00 in : � 0 LLI V) z (/) 0 a- Z V) LU w 0 - �_ z V) LLI m - m > 0 0 LLJ �_ Lr- M w LLI a - I I I I I ZY) w U) 0 _P 0 w 0 (D � I (1) 0 Z P. 0 < 0 -1., b1c J �-4 0 (L P4 � - F-4 4 . L) 14 m. CO 0-- (1) F14 Uj ;.4 jj I...: Cd P.4 0 -I-) 0,6 0 0 z m . F.4 P4 0 0 F_ Cd �r_ � .j .F.4 0 �1114 2 11 "a JOB: 17501 SCALE: NOTED iiiiiiiiiiiiiiiiiiiiiillillilillilI D1 m3 R-419511 Sheet 1 1 of 40 CADD Rename: R: \DRAWNGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\ 1 7501-DI. 1-DI.J.DING # Plotted. 4.14.22-08.45 BY (irvissid) BID #: - I In 0 Lu )ocuSign Env Wpe ID: 6EECF5B6.602A-4E4A-8436-A317AA638878 NOTIES: A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 SEE NOTE 2.3 3'-s, SEE NOTE 2.2 Ix-w DMU JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS DocuSign Envelope ID: 6EECF566-602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-6436-A317AA638878 IS: SEDIMENT, ORGANIC MATTER, CONSTRUCTION ENTRANCE NOTES- BELOW INLET GRATE DEVICE AND NATIVE SEEDS ARE ^� CAPTURED BEHIND THE ROLLS I'" 1 DRIVEWAYS SHALL BE PAVED TO H 2'Id^ 14 GAUGE WIRE, OR 15Jt" THE EDGE OF THE RIGHT-OF-WAY:= EQUIVALENT. IF STANDARD w PRIOR TO INSTALLATION OF THE SEDIMENT AND DEBRIS STRENGTH FABRIC USED CONSTRUCTION ENTRANCE TO Lj STRAW ROYILS MUST BE WOODEN STAKE Z MIN R = 25' MIN. AVOID OF THE PLACED ALONG SLOPE FILTER FABRIC CONTOURS 2. IT IS RECOMMENDED THAT THE FILTERED ENTRANCE BE CRO'AWW SO THAT WATER RUNOFF DRAINS OFF THE PAD IACENT ROLLS SHALL HTLY ABUT LIVE STAKE 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQURE RAMEDRTE EROSION PROTECTION. ,2. USE ON SLOPES REQUIRING STABR.12ATION UNTIL PERN"ENT VEGETATION CAN BE ESTABLISHED. 1.3 CAN BE USED ALONG THE PERIMETER OF A PROJECT. AS A CHECK DA161 IN UhLLNED DITCHES AND AROUND TEMPORARY STOCKPILES, 1.4' WATTLES CAN BE STAKED TO THE GROUND USINGY1ILLOW CUTTINGS FOR ADDED REVEGETATIOII. 1.6, RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED. ALLOIfY1NG WATER TO PASS BELOW AHD BETWEEN ► WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, IT IS CRITICAL THAT WATTLES ARE INSTN-LED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE. ON CONTOUR. TO A CEPTH OF 3 TO 6 INCHES ON CLAY SOILS ANO SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS. THE TRENCHES SHOULD BE OUG TO A DEPTH OF 5 TO 7 INCHES, OR 1i2 TO 2A OF THE TH+NCKNESS OF THE WATTLE. 2.3, START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL- EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING NANO TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE. AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES 1S NOT TO EXCEED 10 FEET. 2.e. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENOS 2.6, INSTALL STAKES AT EACH E14D OF THE WATTLE. AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2A IF REODUIRED. INSTALL PLOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THE WUGH THE WATTLE AND INTO THE SO L. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 31A X 34 X 24 INCHES VALLOW CUTTINGS OR 3+84NCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAV940 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE TI IE WATTLE. 3, MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN. DALY DURING EXTENDED RAIN EVENTS. AFTER RAIN EVENTS. WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR, 3.2. REPAIR OR REPLACE SPLIT, TORN. RAVELING. OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 112 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. IIMUESSOTHCFCMSL NOTEO, (rRAWIrIG IS NOT TO SCALE (NTS) STD. PLAN - 213.40 • PUBLIC WORKS AI•rf ` a DEPARTMENT STRAW WATTLES GAZ 9/28/2018 1 DATE AS REQUIRED )ocuSign Envelope U. 6EECF5B6.602A-4E4A-8436-A317AA638878 2 2 MAX. LEVEL BOTTOM I MAX. 1 I 12•MIN. f ,� 2' MIN. -� SWALE SPACING DEPENDS ON SLOPE GRACENT NOTES: 1. CONDITONS OF USE I.I. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HA V AND PATH MORE THAN 20 FEET OF VERTICAL RELIEF. AT INTERVALS ON A14Y SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOII! AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:iV(ORLESS) 3-5% 300FEET (10 TO 20": IV 5.10% 200 FEET (*To 10)K IV 10-26% 100 FEET (2 70 4*L I V 26-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRED MEASURE MAST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEOVIINENT POND OR TRAP. 22. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE M1NIMiZED 3. MAINTENANCE STANDARDS 3.1, DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIREDIMMEDIATELY. 3.2, IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDOR FREQUENCY OF THE SWALES SHALL BE INCREASED. u%L(%0THERMSL NOT 10. C►eAwInG IS NOT TO SCALE (NITS) STD. PLAN - 217.10 • PUBLIC WORKS INTERCEPTOR SWALE 9/28/2018 1 DEPARTMENT GAZ PW c n t� .yn. �•,: �• DATE AS REQUIRED _ I - - V MAX' I I I 1T' AStN. POST SPACING MAY BE J INCREASED 4•w1' MIN. TRENCH TO 8 IF MIRE BACKING IS USED I I I SACKFILL TRENCH WITH NATIVE SOIL OR 3<4' TO 1-U2' WASHED GRAVEL 2'x4' WOOO POSTS. STEEL FENCE POSTS. OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE I.I. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS, 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOW& NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTR.E USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM 04761) 30.100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50.100 SIEVE SIZE (0.30-0,15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM 04491) 0.02 SEC' M KUAUM GRAB TENSILE STRENGTH (ASTM 04632) 100 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 709E MIN, Ell] 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:IV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 3, MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDINEN Y TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE Of THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHAINNELIZATKMI OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NIS) STD. PLAN - 214.00 • PUBLIC WORKS DEPARTMENT SILT FENCE GAZ 9/28/2018 I r �A+c �ru.: ws. n.rrac DATE AS REQUIRED DocuSign Envelope ID: 6EEC F5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES, 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORNiWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS. SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PR10R TO THE. START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION, 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY, DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE. DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST, THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN is FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15, THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED V3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC SNIPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE: AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC EMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION- ALL DISTURBED AREAS OF THE PROJECT SIT E SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST, 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 PPR D: GAZ 9/28/2018 1 :45 AA v,.��:e +corks ndm:mevawr DATE INSTALL DRIVEWAY CULVERT tF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS r4r QUARRY SPALLS GEOTEXTILE 12' MN. THICKNESS 100 MIN, 15' AIIN. PROVIDE FULL WIDTH OF INGRESSrEGRESS AREA NOTES: 1. CONDITION OF USE IA. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.ODD FEET OF THE SITE 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNADTH TO PROVIDE VEHICLE ACCESWARKING. BASED ON LOT SIZEsr4WIGURATKNI 2. DESIGN AND INSTALLATION SPECIFICATIONS 21. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAID. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM 04632) 200 LBS. MIN. GRAS TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 496 LBS. MIN AOS (ASTM 04751) 2045 (U.S. STANDARD SIEVE SIZE) 22 DO NOT USE CRUSHED CONCRETE. CEMENT. OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED 23. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 24 FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 25. WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 3. UAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2_ IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING. AN INCREASE N THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH E WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUSUC SAFETY. IF IT IS NECESSARY TO MASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND ENO UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(SA FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTPfRWISF 1<)TFP, DRAWI%K, IS NOT TO SCALE INT. STD. PLAN - 215.10 • PUBLIC WORKS PP80aft 1 DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I DATE 2"D x STEEL AT 4' EXISTIN GRADE PSI IAI\I I I\II/ r-AI lor-ll % VVIVVI\LIE BASE (WP) MAINTENANCE STANDARDS NOTES: 1. IF THE FENCE HAS BEEN DAMAGED OR VISIBILITY REDUCED, IT SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND VISIBILITY RESTORED. 2. DISTURBANCE OF A SENSITIVE AREA, SENSITIVE AREA BUFFER, NATIVE GROWTH RETENTION AREA, OR OTHER AREA REQUIRED TO BE LEFT UNDISTURBED SHALL BE REPORTED TO THE COUNTY FOR RESOLUTION. TEMPORARY CONSTRUCTION (" 1� TREE PROTECTION FENCE 1 /2" = 1'-0" ON FULL SIZE (30"x42") 0 6" 12' 24" DRAINAGE GRATE (RECTAN( 81 NOTES: SECTION VIEW ISOMETRIC VIEW 1. PROTECTION SHALL BE PROVIDED FOR ALL. STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCT ION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP: 2. INLET PROTECTION SHALL BE USED TO PROTECT 'THE DRAINAGE SYSTEM. 3, THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (SIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.: 5. THE BIGD SHALT. HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE SIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 9-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I :4 P oobc worA, A9minuva m r DATE ram\ C C ^E `/ f mrn wo W W (D a) w C] � N 1 r C N 1^ p o ILLL m o ¢`c 2 W U��� 3 b 2 V N C Z O.'C r T T V JF F�--1 r i1 U @ m N'N a c us a J n w N N 3 L() \ o U O (a O LLI Q Z Y 2 a LLI Q 0 0 C) Q 0 �11111 nsoi3 SLn�E: NOTED CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-D2.1.DWG # Plotted. 4.14.22-09:57 By.(rvissia) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) BID #: D2ml R-419512 Sheet 12 of 40 nsoi3 SLn�E: NOTED CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-D2.1.DWG # Plotted. 4.14.22-09:57 By.(rvissia) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) BID #: D2ml R-419512 Sheet 12 of 40 L0 O O W F- A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET C1.2 :, ;. 80 ORNAMENTAL FENCE 47.3f L.F. z ;;; ��' ; , _' .: -.. ...... . c4.� (HAND DIG OVER GAS LINE) /. / 777 31 2 ADA PARKING SIGNS c4.1 HAND DIG OVER GAS LINE) ®......... 82 BRONZE PATH • • . �:: /� //� ,// -__- C� 27 CQINC. BARRIER �-�q "' ',; ' c4.� DISTANCE MARKER / • • .. :� - :. • • / - 'N o O C RB, 52.3f L.F. k. • S L .R r ; �� ��_ - - 00 6' HN LINK FNC ' ' ' • ' ' / m C4.1 �O n - _ 6" l ri �N K FNC _ - - o _�7- 1/6�61 W 2 BOLLARD RECEIVERS �- _; r I r r\ \ r r r r c4.5 HAND DIG OVER GAS LINE) LIGHT POLE & JUNCTION IW = 35 BALLFIELD PLAZA & BOX (TYP, SEE ELEC) Z c4.2 CONCRETE SCORE PATTERN _ W 27 CONC. BARRIER ` ` ` i �, \ • PLAN ENLARGEMENT -� r r r/ r r/ / r r r r J CURB, 23.1f L.F. , ; , ; ; , ,`,`; `; ; , `; , , \ \ 80 ORNAMENTAL FENCE 42.1f L.F. 2 c4a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ C4,� (HAND DIG OVER GAS LINE) U 1 23 IADA PARKING STALLS \ \ \ \ \ \ \ \ \ \ \ a 1 r r/ /// /// r r r 1 \ \ \ \ \ \ \ \ \ Painted Yellow c4.1 I TL 08898000040 I r i/// �..:..,.: •_. •':1:''_ r/ rrrrr r r / r r '• • •.':...• .: r •'' {' � ' -" r / /rrr r r 27 CONC. BARRIER CURB C4.1 AT ISLAND, 96.5±L.F. \\\\\\ \\\\\\\\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 27 CONC. BARRIER c4.1 CURB, 224.1fL.F. - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a; co Ln \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X \ 00 33 6' CHAIN LINK FENCE \ \\\ \\ \\ \\\\\\\ \ \ 4.1 276tL.F. (SLEEVE OVER EXISTING POSTS) I I I I I I I I I 22 CONC. BARRIER CURB c4.1 AT ISLAND, 81.2f L.F. I I I I 27 CONC. BARRIER CURB �c4AT ISLAND, 167.9f L.F I I I I Y \\\ \\\ \ \ \ \\\ \\\\ \\ \\\ \\\ \ \ \\\ \\ \ \ \\\\ \\ \ \\ \\\\\\ \ \\\\\ \ \\ \ \\ \\\\\ \ ;6 \ \\\\\\ \ \ \ \\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /o \ \\\\\ \\ \\\\ \ \ \\ \ \ \\\\ \\\ \ \\\ \\\\\\\ \ \\\\ \\\ \\ \ \\\\\ \ / rrrr rrr rrr r r r r r r r \\\\\\ \\\ \\\ \ \\\ \\\ \\\\ \ \ \\\ \ \\\\\\\ \ rrrrrrr rrr r� r r r rrrr / r rrrr rrr r r / rrrr r r / rr r/r /r //s�//rrrrrrr / r //�//r/•• / //rrrrr r T'..r r :E -' .. / / / -• r\ .T. \ \•' ALINE" P P P 1 W W V ❑- T=7 .31' L=145.00 R=39 .09' A=20'4 00" a � 0 N O a O ASPHALT 66 (2)REMOVABLE BOLLARDS c4.5 AND RECEIVERS (HAND DIG OVER GAS LINE) 26 CONCRETE CURB & / c4.1 GUTTER, 149.5f L.F. 33 6' CHAIN LINK FENCE c4.1 269f L.F. SLEEVE OVER EXISTING POSTS) LIGHT POLE & SE)E UE EC) NCTION BOX (TYP, I PRECAST CONC. CURB 26 CONCRETE CURB & I c4.1 GUTTER, 96.1f L.F. 31 ONE WAY - DO NOT ENTER SIGN c4.1) (HAND DIG OVER GAS LINE) I cj 0 Z 31 STOP SIGN HAND c4.1 DIG OVER GAS LINE) C m 27 CONC. BARRIER CURB Z c4.1 AT ISLAND, 95.4f L.F. 111 MONUMENT SIGN WITH UPLIGHT, SEE SPEC APPENDIX HAND DIG OVER GAS LINE I I NE 7TH ST S84'11'32"E 165. I � _ 00' i LAYOUT & MATERIALS LEGEND rrr / 3" HMA CLASS Y2" PG 58-22 (CLASS 'B') ASPHALT 21 PAVING OVER 6" CRUSHED SURFACING BASE C4.1 94 " PG 24 PAVING W/ CURHMA CLASSBS OVER86"2 CRUSHED SUR ACINGLT c4 BASE 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 0 6" DEPTH IMPORT TOPSOIL (LAWN AREAS) 1 L3.1 12" IMPORT TOPSOIL (SHRUB AREAS) LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) 9 425 0 PROPOSED CONTOUR LINES (SEE GRADING PLANS) -425- EXISTING CONTOUR LINES 424 0-- o E PARK MONUMENT SIGN (SEE SPEC. APPENDIX) LIGHT POLE (SEE ELECTRICAL) HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET G0.3. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE GRADING & DRAINAGE PLANS FOR FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES. 3. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. ABBREVIATIONS CONC. CONCRETE N NORTHING E EASTING O.C. ON CENTER F.S.F.O.C. FIELD SIDE FACE SPEC. SPECIFICATIONS OF CURB TYP TYPICAL EXISTING FEATURES LEGEND FOR EXISTING SITE FEATURES LEGENDS SEE TOPOGRAPHIC SURVEY PLANS (SHEETS SV-1 THROUGH SV-5). PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT 'CENTERLINE OF FENCE' UNLESS OTHERWISE NOTED. KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) ME a o m wNN o� �cc � LL m� rn o U U� 2U QJ C 00 U p V J U C � M Na C Y �m W a 33 J(n n3 m 1.0 Sri o Of V) o W Z Y W U Q N OJ N z -o o°w z� wzo Z 1<(=U vLii wi0 CL n 111111 r � Q Q% V W r"1 Z O0 4j�,p J a •� a m J `-' o a �-j W cd 0 H a � a ., x 06 Cd I~ F- •� O a J CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C1.1-C1.3.DWG # Plotted: 4.07.22-09:38 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) BID #: C1.1 R-419513 Sheet 13 of 40 r � Q Q% V W r"1 Z O0 4j�,p J a •� a m J `-' o a �-j W cd 0 H a � a ., x 06 Cd I~ F- •� O a J CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C1.1-C1.3.DWG # Plotted: 4.07.22-09:38 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) BID #: C1.1 R-419513 Sheet 13 of 40 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE I I I GAS MARKERS 3' CHN LNK FNC - "OLYMPIC PIPE LINE" I ��— I I / 0 NO°19'43"W 1.82' / �? j S88°42'37"E 40.01' — I • z �o GRAS J ASPHALT ROADWAY • U1 — G I I I I I I I I � I � I \ I I\ I \ \ I — — _ _ I S88°48'26"E 359.25' _ —0-0--o0-0-0-0-0-0-0_0-0-0— _ _ —OOP Q_-0 _ S CONC STRI 6' CHN' F C 0�_ 0 — 0 6 CHN LNK FNC —� I /°—o—o oo 0 00�-0-0-0 00 °' o —4' / • \ -�----- ASPHALT 0 °• . ' • . ' • z a' / °' 0, O / / \ •. 0 0 N I 0 0\ w z // � z \ �; \ o I z� \o / / N o \ \ . w \ z I ( / / O as \ �` . T (j I C� O 0O / Z � i \ n\ -� I. 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"• \ :::• e• ~ - - - - - - - . • .. • . • .' • ��//sir' / /,i///,i ��/// MATCHLINE ---- GRID 1 ---- SEE SHEET C1.1 I• —o--&_/� 6' WOOD FNC 0 0 _ z r z 0 z 0 0 0 M 0 �0 r*t 0 D N Y cn - 0 rn 0 0 0 M C) LAYOUT & MATERIALS LEGEND / r 2" HMA CLASS %" PG 58-22 (CLASS 'G') ASPHALT 24 %%'' % % PAVING W/ CURBS OVER 6" CRUSHED SURFACING c4.1 \ BASE —/ .4 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 4" FIBER REINFORCED CONCRETE PAVING (LIGHT 28 SANITARY SEWER MANHOLE BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 RIM=422. 5 IE=414.0 , 8"PVC E SYNTHETIC TURF FIELD SURFACING (10" TOTAL 36 IE=414.14; 6"PVC S MATERIALS DEPTH) (SEE GENERAL NOTE 2) C4.2 IE=414.06, 8"PVC NW 37 FLOW EAJT 10" DEPTH TOP SAND AT MULTI —USE FIELD AREA LADDER OUTHWEST C4.2 0 6" DEPTH IMPORT TOPSOIL (LAWN AREAS) L3.1 LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) 0 425 0 PROPOSED CONTOUR LINES (SEE GRADING PLANS) —425— EXISTING CONTOUR LINES 424 — — — — — ® 6' BENCH W/ BACK AND ARMRESTS 74 C4.6 ® TRASH RECEPTACLE 75 C4.6 BICYCLE RACK 76 C4.6 DRINKING FOUNTAIN 67 C4.5 HORIZONTAL �C VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET G0.3. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT—OF—WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE GRADING & DRAINAGE PLANS FOR FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES. 3. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. ABBREVIATIONS CONC. CONCRETE N NORTHING E EASTING O.C. ON CENTER F.S.F.O.C. FIELD SIDE FACE SPEC. SPECIFICATIONS OF CURB TYP TYPICAL EXISTING FEATURES LEGEND FOR EXISTING SITE FEATURES LEGENDS SEE TOPOGRAPHIC SURVEY PLANS (SHEETS SV-1 THROUGH SV-5). PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT 'CENTERLINE OF FENCE' UNLESS OTHERWISE NOTED. 0 10 20 40 GRAPHIC SCALE 2 3 1 KEY PLAN :. �1 /16 1 /8 GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (AII Rights Reserved) mm ME -. wNN o0 r 2� r@� M -� �, • 1 . �� 2 O m� rn o Q c_ 3 w �U P� U E_ U� �U O) C �w�^ �z' a� .. U M, V J N C M Na C Y Lo - W a 33 M— n9 m Ln ) N o 0Qf� W Z Y W � U Q N OJ N ^�� Z �.. `\ oZ \ wzL zo \ Z �(=U cr)0 (n§J UW �(L �IIYI 1 ]501 SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: �DRAWINGS�17501 - RENTON KIWANIS PARK IMPROVEMENTS�13 - CONST. SET�17501-C1.1-C1.3.DWG # Plotted: 4.07.22-09:38 By. (rvissio) E s . 1 ]501 SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: �DRAWINGS�17501 - RENTON KIWANIS PARK IMPROVEMENTS�13 - CONST. SET�17501-C1.1-C1.3.DWG # Plotted: 4.07.22-09:38 By. (rvissio) E s . L0 0) 0 0 W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE - GRID 2 ---- SEE SHEET C1.2 l N __j o `� � � �� I Tr~ ,!5- J� � IE=411.26, 12"PVC N \\ I o II I I � r \ A -6 L�41 11 IE=411.06, 12"PVC NE \ I L "Q d- `L II CD 12 J J IE-411.23, 12"PVC S \ I II z Reinstall of Neighbor I I ~~ IE=412.93, 6"CONC NW 1 \ \ \\ I III � Retaining Wall � I LADDER EAST \\ \ l \ \ 6' CHN LNK FNC -I \ \ \ \ v o o - o o T_ o _ 6' CHN LNK FNC CONC WAL E OOL \ \ \\11 _ _ - - - _ f 9 / / / r o o o`-,S8�48 26°E 269.E -\°�� ° ° \ \ \ ° _�\ \ \ o - - o __ P z SANITARY SEWER MANHOLE \ \ \ \J \ / l \ \ \ U ° I ww \\ \ \ ,� \ 63 TENNIS COURT AREA N / I \\ \\ STORM VAQ1LT \ 'p \ l RIM=416.04 � - \ \ \___ • r . PLAN ENLARGEMENT �' - - - 11 I \ BRIM=4 s ... e Deletion of CIP Wall IE-408.05, 8 PVC N \ \ \ C4.5 \ / I \ w CONTROL TRl1CTU 1. ''' \ L IE=407.78, 8 PVC S \ \ \ \ _ _ _ _ - �' ` - - / ( \ _ \ s �� a 5 TRA FIC LO TIM ^ IE=407.78, 8"PVC W \ \ \ ' / > s Fence extension to meet 6 1 / \ \ \\ \ • \ \ • r• s / \\ TOP OF 1 "CM neighboring fence .. �• ` •'� I ° 3 \ 3 LADDER EAST _ FLOW SOUTH \ \ IE OF 6 DOW \_ - / / \ \ • 1. ' , � cn / 7 - \ BOTTOM LIP OAF SIDE PIPE. 13.7.9 `'' ° \ a / J / I \\ \ . . • 'I . • • oo / W� ER EL=411.4 �?' , ; �'. r` I. \ I F-LLI H `� NE 9TH / I I \ \ o/ / � ITARY' Wk MA 4LE, - .�,a Q . ° 3 = y ST / I \ \ .I . . . ' • o z / /� c `_- ; � RI16.94 \ • . \ o y I I \ / 'f \ IE= 8\J1 8' VC 11 , \ / I \ J ' 41 / I I \I \I • - ' I ; ` I IE=.40 :2� � 8-" C E\ 15 7 w / ) I I I 'I -_--__���.� ` \ ` FLOW S�.' \ I. � :;-ra :i / / I I I j / . � _�! . . - .\- �' LADDER Ol�\THW ST' �, i` \ / . - lq:�_, � U - / ♦ y H H /.). /. / I ` \ \' .I ° 3 z / .-IT . .. . - . - . - . - . - . . . . . . . . ' ' . . j * X . I %; r I . : �;: LU �c cr) / / -- , � .. . .. . . 7 11 � I I (n - - N I i RT �. I .I' •:..• :.. : Q 3 _ _ _ / J/ I�). ';.. 1 I ( r 3 L � "PRESCHOOL.. I - - - , ... . . . • / �" . I. • j=: : r. I. I ;i „ 7 415 1 � .. _.- . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I - . . . . . . . -_." . - . . - . . - . . . . . . . . . .. * . / . . - . - I , . . . . . .,.] ,_�- .5 ., . . . '. �, / 9 , .14 ".. � % / . it a'I . = 3 41 / /. I:: .. 1• .. �/. , -�j EXISTING TENNIS COURTS •/ F .."-;I 4 z z �� 0 / I .I: ' ~ J J n . . . . . . . . \' . ' . ' . ' . ' . ' . ' . I ' . . / . ' • .% / I =: � 3 Cn _ \ / ' I U. / // ,// , ,,/ ,,/ ,/ , - r .:I. 3 11 'i d I • w N X 05 80 ORNAMENTAL FEN C4,7 239.2f L.F. WITH CONC. MOWSTRIP C4,7 )SIDEWALK, 265.0± L.F. 3" FIBER OPTIC MON • . �T_. ��% %/ %/�... �\\ // ,.! / .' �',:..: .' .I°. 3 Q/� 5 MONUMENT SIGN / / / ; , / / �. f '.;L:: 98 N� WITH UPLIGHT, SEE Ill ' . / / ; / / ; ; , ' : • . • . • . / • • . / . , .• -I •. +r SPEC APPENDIX ..1.. . • - •. � \• _ / �, / �, ��, �'''�` / --- / ;.• -..:.I: °' :, 3 4144 a- J S ARY SEWER MANHOLE �I . 4. , %i/ %�i/ / ..,\%. ' i . /� . -'.-, �' 3 0 IM=414.22 I' a , •• ,. '' / i/ / /, / / / . /l . .. / / o. •- 7' IE=407.12, 8"PVC N 1 . , / / ,, 'x: , �,��, I I I IE=407.14, 8"PVC E / . / / t I' n . I A d..` , / %, / / / % /� �/ •/ •/ . • /! ' i61 �'' �;�` 4'' /,i �-111 yA 3 - N I IE-407.09, 8"PVC S 1 a< f , / / , /� , / / . J. �� FLOW SOUTH I [ nl d': .«, a / / / / �• . z' •' `' - 04 1` ssADDER WEST ;. ;' Q ,,/ ,/ /, / /. :1,.,-:"f'r. W i o Ss ss ss ss Q° / \ .:d' •• .:e• • ..,. '. '� °. r ' // /// /,/ /, .� / - /.. /•I> %. /'••'I :f�. to\ .:: .1 X /// // /,// / . .� N-) t • : �. \ /� , / / , , / , , , / / / , / , ,.oid" I Q 3 I `4 CHAIN LINK FENCE 1 1°.: - •'•'•' /. `�� /, =\✓ , - . �. `l - ,�� . •\ . .. i / /'' / / / / / C '4 ` I 00 0 o `-C-`n STORM CATCH BASIN 1 , .\ -i,I ��„ ' i- LIGHT 'POL & - J-UN•CTION - - N /� ��. `K- / r\fib �X \. ' ,,, / , /,/ /, ,.:: 1 \ w m T RIM=413.18 1 t _ a\: .� . J �' I,,�-` , /� ;, :� p / / ; ; • . -BOX-. (IYP; EE'.ELEC) ' / ; r ; 1: ' I . 0 3 - 1 I =409. 81 s" oN �-, = 1. / �,/ /,,,/ . i \ N / E C C E 5p i is + .� ' / ;' %'/ , <'�_, i /_ / /, .`. / , / / / / , •I o N �/1. / 1 IE=409.35, 8"GONG W Z I a� ° •: • I'tt �\�� /\'�f •w/r} /` 1\ /+ 1s �j� l �_ . . // . . ' . . . . .1. . './ . ' �r . • O \ IIIy/ c�0 . °< I -; / �� \� . �/-'`� /�\y �/y %'' . �I/ �Y\�/ ..:\: / i / % / -••I "�'• o I 1 3 0 11 so STORM CATCH BASIN I °' ��-,�' /'/t�l �'' ��� �\ ;�.TI(,/�tt° \°•..1. / /,, / / j :; �, I RIM=411.52 V `,�;' -' ' <� _ / _11) ��, � / , / / • /. • Z. ' - • I • . ' I I I so I E= 410.17, 6 CONC SW Li 1""' ° '(._ ` Z �` _ % y �� !I 1,,,V\ . / I r1- \YI �� \ \ % / / , -'^ •'I. / 3 Q Q1\I K h / _`a- ` �'i l N 1i / - f \ .A . , / . . . / ' . - s:., . • , k�j \. �' r a,.. �' \ xI /y �` `- l r� i,� - 1 \-`� � -/� I I .} / /' / . . / STORM CATCH BASIN .' . I� I `�_�' ' '' / \ r I '� _" { , d _ P. Ia.f. / / / e .. • /• � , - 3-11 w SOLID LID \. e• !i� 1�/ 4 , CI X, '\ u `F / I p ' 10 --yI.I // / / / � ' . . �l s•,' s, • , '• ° �\ In OS ~ - \ ,T`I =y- ` _ �� �,,--� /_-�A/ y4l�:,�, �- ern ; \ / ( ,�_ / / , , . _- . _- M ,A - I � o RIM-413.79 ", , 71 1 I . +I \ , //�, i�� I '; j'/ .rt i/-T I� _ /� r [ ` ,-r -', I.... � / , , /. :,;../' 'y` .. 3 3 I IE=410.14, 6"GONG NE �� :' �; `� �' >\`'`_ <�` I� C`/ \��'/N` I I . 'I // ;/ . y . �, 6.: I ..,..;=410.49, 6"PVC S _ ' �• / Q J .. .; IE=409.89, 8"PVC SW I. ' \ .'•'.� - 'rl 'r C ' �' -,�xl �.� %/ j I,�- /�cT 1 \ - Z -� , °.' . I • / / / / / • 2 . ••••.l I _ `t' v" iA�� l�T � T' '`-�l''1 7 /�y,i i-�'�\, i � .I. . J• , /,/, . . - . l '- '�. ..,.r I 0 :I- •_": ,.�• 8» RP=7 1 . , ,-n�\a i-t�`-�i �Y/�hti�T r/;\; i. 1 /. �/' ; �. / " r .' I. �, ', 13. . '�' y �'/1 / / i' Lr � ,� ! ,--`/ \/\!t N� \,N, I , .� / / , / � , / / s I Q I o TRAFFIC LIGHT, 1 �. •./ \/ \; �__ � �'�L� +' /�''�✓' I ' ' I� . • . //. /i/ /' • i. • • >'_;'.'- c:,i• .'I: 3 -H PED. CROSS LIGHT, . • \ r .r,: sy f� n� , A `% %`� l'; - �S\ i i .1 / / / y :'f' , . I \ I 0' / w J � ` - PED. CROSS SIGN \ •' , T \�/ �<L L, � / \ �I-;�%- +A�L `- 4\. 1 �- `��;° ? : ',' . / . - . . / ' / / S T' H� a Q \ ® y . `;�, /� ,f T; / +�. i - -\ ', I- /' ,:; .1 y . / / �� / /f. T AF F '. f • ;� .. -6.5 6 RP \ . ::.. , j/ ;` _ .I / s \-; _� I - I � �\/�'\' t�. j .. /' % i/'' l . ' EL! C Gk1T,: :�+". t' .� / O NOT / •� �: * 3 3 \ •% • .aj r; 'f/ , - ! l / 1 Y / `� ; \/ /� ' /L� •`+1. I: 7 '/ • / / / / I l j�D PED. �� 11.7 w w E ER„ U • . • . • . • . • . \' / '' -1 r y, ��/\rt� �.�K\ / , ` I i ' / / i� /. / ,, . / a A • `���F / - \` /S X'ti \- ' - ` l• / / r I 42 NEW ADA RAMP AND 1 ' . ' • I. • - • - • - • - , - • - , - • - , - • - , - b . � ; \ I ^ i " I �. e - I_ i / � I \ - % �, ) .I i + ` a / / ' ' / / . • . - l • . . I �' I x,- ,�, ., / / ,� •' , �,.. / / �' / - i :.i...l k-. I I I PAVING ADJUSTMENT '�' ' '`�'\� 'fir.\ l'�� r-',�`�% ,-�,.'•� l / . ,/�;;/ I if •f I -.t.i- Ut a9 � � / �� Al EAST SIDE OF . // _ / , / / / . 1 IJ t( / / j , : 3 • ��� �, �� ,; 4��,'%_ °,. /I / f, ; /. % /. ; / ::;: a :a \ 3 1 UNION AVE NE Cf) ^ , / /R7N1 1/91, , J J . a • : d. -i /, . ,L \ (yam f?< . ' % /'' / / / / I / ° � n "DO NOT ' ' • . • . • . • t • ..•:-- �/ 1-,- X - l • i • . i,/' / • •/. . . / Z/I // 9/ tV :_ .t7 3 I ENTER„ . �� �f _ -- - -"\-.. °°j ,`I / . . ./1. / / %// . . .�/ /. . ./ • 724 67'S 1 .:. ., a - - - - -4i . . . . . . . ,j . . . . , . � - . - . - - Y,�, - 412.81 H � / 3 SS - ,- o ;.:..::. • \ \ .. 1. , / / . . • . 1 . / / / / >' ,. I �, 1 4 WIDE WHITE PARALLEL . I ' .. . . 1 ,, / /' I / /(, ''I / ' . . ' STOR c Ty �ixsri\I_.', I��' PARKING STALL STRIPING d .' . •/ \• \ i //I/;; . I- ' - • '7I. ��/�w,;;''/.. . RIM= 1.2. 8 'r 'V ::.` 3 I JJJ �6" RP-6.5 AT 25'-g' O.C. (TYP) • ...� .. z I I ,'.. • /. •I // %�' . I' . 1 1 • ,,i ;i/I/ IE=4 08, '8' I$G'E.. a A o 3 www I l I . �• �' •�i' �I.+t '� _ �. .�. � ... • �• ICI .� , / / , I • , / , / •.7 N to / / � . / , .� . �• ' I 78 PARK ENTRY AREA & - y/ ; / /' I . , / / ; / iI: . �: I I I c4.7 CONC. SCORE PATTERN •... \ ��-QZ•' / I / • , //,// I• //,///, / I •'. y� 3 �� JJJ 1 ' '' •: \\ o q'N • , �,,,, \. i . /�/' `.=s : =:• ��� I ��� I PLAN ENLARGEMENT -f+ / ,/ � . ,/ / ,, I . l44 v, ,�... EXISTING CONCRETE ' ' . I �• i , , % / ; o \. NX ; / ; ..: .. . \ .. w. , ; ::.; _.•• w o I 80 ORNAMENTAL FENCE a. z PAD WITH (4) NEW a ' •. � ' / ; ; k / / / / �. \ . ' \ . . - , • � .: 93, ; I z 0�c4152.5f L.F. WITH :... = / RECTANGULAR . . /� z .. / / / . . �\ . . ' .. ' . .\* .. '.' I I� w� I CONC. MOWSTRIP 4 ::. \ D // TABLES (2 ADA) • . • i ' �( / / / ; / / a a :. J J J b w w o r I' / ;, / / 1,'' ®' . - • . - , / �:. \ . \ • . • 'I • : ; Q s' �I r8l CONC. RET WALL AT \ :.4 _ SIDEWALK 175.0f L.F. I• . - ;', .'%t• • .i ' / , '/ / / / �'/\/ , , / , , / % // / / /'' / \• •\ �' •\ 1 W . - :'ll.:.' • •'•.... I : I J J J "BIKE -'j`/` +.. I' a /// //%�i/%%�( %�i/%%�i///� //�i,, /.. ! \\ o I m ( ;;.I ° ::_ 5� ��� NI LANE„ �; ��� I ;; % ;, %;; %�;; y;//// ///� \ I _ :..{ "� . d�V3 �' 2,�'X24"X2" CONC. STEPPING . . . ; / , / \ a I 1 BLOCK TYP. SET TOP FLUSH W/ . ' % ; � LIGH� POLE &JUNCTION �y � . �\ ' .. \\ \\\ \ I w ±.*. ''I .. / ; BOX I (TYP, SEE ELEC) % % ; / ' - ' • ' :.:. \ \ I ::r . s i TOP OF CURB AND SIDEWALK \ _ 3 -�7 ?1 \ 4 .. 1 ..� ' % ;� ;;'%,;%/'''. • ' 71 PLAY AREA +PLAZA AREA `\ \\ \ \\ <� ~_'• 3 P , I . / / X , • . , / / / .. \ :•• . ° . .: • 0 4 1.7 cn 'y / / / /� �.. c4.s PLAN ENLARGEMENT _ _ \ \ \ \ . � . I s I JJJ / /, / / /, / /,, / /, / / / /' / /, / /, / /, / /, ,;-, . . / \ \ •, ..I. a ww l_ \. • . / N (CONCRETE SCORE PATTERN � C \\ \ \ \ . /- - 1 N 6' 0 `s'\ :cam ,/ �,/ ��,/ ��// �- . "I _.- < 7 �// �,// �i,/ �i//// \. / N N\\ \ \ ;::r:,."+ I sue, 3 0 RP-10 r ' �.' ''% %/''' ' . - • ---- 0 N \ w� AND PLAY AREA CURB) M \ \ \ ::•:I i ,1� • ., 3 I . z - � I . I I J J 1 O I O \ (\ \ \ N) \ \\ \\ \ ry a II I r � � . \ \ \ I I a- SANITARY SEWER MANHOLE 1 Uj =O = -� 88'49'06"W 619.65= z \\ // \\ \ \ \ :s:• �`:'-G 4___.. : . 3 0 1 6" CHN LNK FNC II - -�-ao o - - -, � \ _\ \ \ \ .H '� \ 1 ��� IE=406.36, 8"CONC S W �I IE=406.40, 8"CONC NW Z W SHED 3 / I 3 III m LADDER NORTHEAST /, \ Q I 2 �W/ ROCKERY I\ (DI J J J / v+ d~ V 3 0, \\ // 3 ,3 � , 7„ 1 M M M- M J J J �RP-8 \ I TL 0923059115 I co N o I � 3 I In 1\ /" tw w-, Q TL 0923059235 0 � a o 3 � 7" n Q I In rn ` �,,, I rRP-7 I zw I I I z� IF-~\li V 1 LAYOUT & MATERIALS LEGEND 2" HMA CLASS %" PG 58-22 (CLASS 'G') ASPHALT 24 PAVING W/ CURBS OVER 4" CRUSHED SURFACING C4.1 BASE 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 4" FIBER REINFORCED CONCRETE PAVING (LIGHT 28 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 4" CITY OF RENTON SIDEWALK (STD PLAN 102 ON C4.1) 6" DEPTH IMPORT TOPSOIL (LAWN AREAS) 1 L3.1 IMPORT TOPSOIL (SHRUB AREAS, SEE SHEETS L3.1 & L3.2) T1 12" MIN. DEPTH PLAY AREA SURFACING 30 OVER 4" CRUSHED ROCK BASE c4.1 LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) �424- • PROPOSED CONTOUR LINES (SEE GRADING PLANS) -425- EXISTING CONTOUR LINES 424 CM 6' SQUARE TABLE 72 C4.6 Co 6' SQUARE ADA TABLE 72 C4.6 IM 8' RECTANGULAR TABLE 73 C4.6 E& 8' RECTANGULAR ADA TABLE 73 C4.6 ■ BARBEQUE 77 C4.6 o HOT COAL BIN (SEE SPEC) ® 6' BENCH W/ BACK AND ARMRESTS 74 C4.6 E PARK ENTRY SIGN (SEE SPEC APPENDIX) =O _# i R PARK RULES SIGN (SEE SPEC APPENDIX) © TRASH RECEPTACLE 75 C4.6 4, BICYCLE RACK 76 C4.6 DRINKING FOUNTAIN 67 C4.5 PORTLAND L00 RESTROOM (SEE SPEC APPENDIX FOR CONCRETE BUILDING SLAB AND DETAILS) LIGHT POLE (SEE ELECTRICAL) HORIZONTAL �C VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET G0.3. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. SEE GRADING & DRAINAGE PLANS FOR FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES. 3. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. ABBREVIATIONS CONC. CONCRETE N NORTHING E EASTING O.C. ON CENTER F.S.F.O.C. FIELD SIDE FACE SPEC. SPECIFICATIONS OF CURB TYP TYPICAL EXISTING FEATURES LEGEND FOR EXISTING SITE FEATURES LEGENDS SEE TOPOGRAPHIC SURVEY PLANS (SHEETS SV-1 THROUGH PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT 'CENTERLINE OF FENCE' UNLESS OTHERWISE NOTED. 0 10 20 40 GRAPHIC SCALE KEY PLAN o 1/is i/s GRAPHIC ALE (MILES) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) M.= -. mmm "" W )0 o� c_ 9�_ 4Q - 0, �� 2 O mA rn o __ 3 w 0:6U -1 U E UV) 2.� Q� "° a.EO C �w�^ ,z= . U MNa V J C _� Q � �m w -3 G4 J(n n3 m un ) 6N 0 Qf (n 0 Q ZLij 3:2 Y LLJ Q C) C) U Q N OJ N z o°w - C, Wzw ZO z 1< _j vLU 0 (n�J V9, �(L n 111111 0 0 1 0 P. a boo J , a a • m J `-4 0 Q F14;-•1 i W Co O H a -I-) a a) 2 cd F_ � ,� Q i C1.3 R-419515 Sheet 15 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C1.1-C1.3.DWG # Plotted: 4.07.22-09:38 By.(rvissio) BID #: I Ln O O W F_ I I I _ I I I I I I I I I \ I \ I \I I� \ I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I - y A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET C2.2 oz — — --- — ... o CAPPE ENDS 1 (IE=4 5.00±) ®� — —...—. _ ..— — CB #301 o �M •' I ... ......... ........... IM= N • R 424. o , . i CAPPED END • • „ (IE=424.30t) / • ' ' ' ' • .. •' ' IE W&E 8 - 1 :75 _ _ _ z °°E' �• � � ❑ . 127HDPE-75L.F.@1.0% o ® p o N C� 00 x — i ___ — `— — 6" CHN LNK FNC �z / c r� n o o— I n =o = o — o 0 6"' •CHN• L•NK 'FNC p W —OnO—OLO—O—t�OZ o -- ;w I I a IW U) z _W • .. J W / // "• line deleted / 2 LU i BIOPOD FILTER ® (SEE SHEET C3.3) 1 i� L.L: RIM=425.00± � I IE S 12"=420.32 1 IE N�12"�=418.67CN / TL 08898000040 i CB #101 RIM=423.09 IE E(EX.4')=422.10t IE N(12")=421.00 W/ VANED GRATE RENTON STD. T=7 .31' L=145.00 ASPHALT NE 7TH R=39 .09' 0=20.4 00" �— ST 284°11'32" � E 165.00' O — c- N — O a O PROPOSED GRADING & DRAINAGE LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEETS C3.1 AND C3.2 UNLESS NOTED OTHERWISE BELOW. SOLID HDPE STORM DRAIN LINE (SIZE AS NOTED ON PLANS) — --- —--- — 8"PERF. POLYETHYLENE (PP) FRENCH DRAIN 9 C3,3 ® TYPE 1 CATCH BASIN W/SQUARE VANED GRATE ® PVC DRAIN BASIN W/ROUND GRATE 15 C3,3 �424PROPOSED CONTOUR LINES 424 EXISTING CONTOUR LINES 1 SLOPE (DOWN) DIRECTION & STEEPNESS rFG=423.62 PROPOSED SPOT ELEVATION ............ • • • • • GRADE BREAK LINE • ' • ' • ' • ' LIMITS OF GRADING LINE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. AFTER CLEARING & GRUBBING, GRADE THE SITE TO THE NEW FINISH GRADE CONTOURS SHOWN. EXCESS SOILS MAY BE PLACED ON -SITE AT THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET C2.3 3. ADJUST EXISTING UTILITY APPURTENANCES WITHIN THE PROJECT LIMITS TO NEW FINISH GRADE (TYP). 4. FINISH GRADE OF TOPSOIL IN LAWN AREAS IS TOP OF ADJACENT PAVEMENT, WALKS, AND/OR CURBS (TYP). HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION SEE TOPOGRAPHIC SURVEY PLAN, SHEET SV-1 AND COMPOSITE SITE PLAN, SHEET G0.3. EARTHWORK NOTES 1. ANY EXCESS STRIPPINGS AND SUITABLE SOIL MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. EXCESS STRIPPINGS, SUITABLE AND UNSUITABLE SOILS MAY BE PLACED IN THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET G0.3 TO MINIMIZE OFF -SITE DISPOSAL AT THE CONTRACTOR'S OPTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR HIS OR HER OWN EARTHWORK TAKE OFFS. ABBREVIATIONS BRK BREAK IN INLET S SOUTH BW BOTTOM OF WALL L.F. LINEAR FEET SD STORM DRAIN CB CATCH BASIN LP LOW POINT ELEV. SDR STANDARD CO CLEANOUT MAX. MAXIMUM DIMENSION RATIO CONC. CONCRETE MIN. MINIMUM SE SOUTHEAST E EAST N NORTH SG SUBGRADE ELEV. ELEVATION NE NORTHEAST SL SLOPE EX. EXISTING NW NORTHWEST SW SOUTHWEST FG FINISH GRADE ELEV. OUT OUTLET TC TOP OF CURB FL FLOW LINE ELEV. PERF PERFORATED TP TOP OF PAVING GIRD GRADE PP PERFORATED TS TOP OF SURFACING HDPE HIGH DENSITY POLYETHYLENE TW TOP OF WALL POLYETHYLENE PVC POLYVINYL TYP TYPICAL HP HIGH POINT ELEV. CHLORIDE W WEST IE INVERT ELEV. RIM RIM ELEV. KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) �= ao mm w� o cN � IL � LL m � rn o U � L) oF OJ C N U �p Na �m J(n n3 m Sri � N" \ � U Sri o o o W Z Y W U Q m C3 m a N N W Q 00 0 0 w U) Z N O a Z (n W o Z V)UJI > o w W m oc 0 o a w V ~ � Q z Cd � LL a � o x 06 ., s~ t� z x a CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C2.1—C2.3.DWG // Plotted: 4.15.22-13: 54 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) BID #: C11 R-419516 Sheet 16 of 40 Ln r 0 W F_ I3' CHIN LNK FNC / ° N0'19'43"W S88'42'37"E 40.01' - I • - I GRASS CONC STRI J ASPHALT ROADWAY • U' oc� ASPHALT cr � I • 6' WOOD FNC ° I\ >. O D z Cl)/ _° \ � / I z r \ O / O I \ / m TI / z �. �° D . o Z I rq m o O I C m , . o D � � o I PP HIGH POINT (IE=422.63f) °' I I CB #303 RIM=425.07 / D )I IE SW&NE(8 )=421.90 IE SE(8")=421.90 I I 8 HDPE-12L.F.@1.0% \ I CB #304 I RIM=424.95 IE W&N 8"=421.78 \ I IE E(8")=421.78 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE GAS MARKERS "OLYMPIC PIPE LINE" I _ _ I S88-48'26"E 359.25' _ -0-0 --0-0-0-0-0-0-0-0-0-0-_ ' 6' CHIN LNK FNC Q o-000 o-o-oT-Q-o /Q-o-o oo Q QQ - rn o T� w-o-o-o oo �� ,, _ 6' CHN LNK FNC -� _ C $C ,' 'I%^ N i- O\e \ +24------- -_ 4! n z O z o II �M lon /\� ti`� / z ,/ o z zz /c) \ � O � O N z OZ n\\ \ I' Z I O I _Pp / C) \ /• w z I C / O a\ � I • ci I c) oz o / z '\ I Co • rn z /co\ II n 0 / w / S�' � \ \ I d / o oz / 41 o o MO \\ I �Z -0\ O I oo / / \ W \ I OI 0) o C) \ \ I I 00 o \ \ o \ \ I ILJr C7 I o I W N C(0-)N / / OZ � (7 L / / // � \ O \ 2 OZ \\ \ \ Z z oz I o �//zo�'/' /� \\� \ zz 1 / N \ \ 1 z o / 0 \ I \ 0 \ \\ \ m \ \ RIM 424.80 I r �\ / - - - - ' �\ •. \\ \ \\ \ IE NW&�NE(T)=421.63 r \ \ \\ \ IE SE(8 )=421.63 _ _ QM CAPPED END �••• \ \�� _-/ / �\ \ ` \\ THDPE-12L.F.@1.0% _ J / / (IE=424.00±) •� • \\ \\ \ _ o -...-... \ \\ m \ CB 306 / _ \\ \ RIM=424.92, 1 \ I ~ \ \ IE NW&SE(8")=421,� \ i v IE SW(8")=42175 3� I / • . CB #401 (48"Dlk FLOW �,- I _ - m I � /• ' CONTROL STRUCTURE, -SEE -- SHEET C3.2), RR =428.50 - IE SW(8 )-420.44 I OVER. FLOW=423.11 I \ \yo \ 'O \ \ IE -E(12 )=420.11 \tio/ \ Q \ ?� ��\ \ \ \ ' \8" HDP&;-2 FF 9_67%N. - / I T IV I ° W I I \\•>> \\ \\ \\QA \\ \\ \\ \\ \ \\ 12"HDP LU rn U) I� I\\ \�s \ \ \ \\ \ /Uj \ �O \\\\ \\ / \\ �? ?> \ Ico \ \ \ /�> �� 8 A I 0 LU c" I U)SN , \ / D j \ I \\ \ \ \ \ \\ / \ ��, yo\ w m \ Iyo \ \ I \\ \\ \ \ F� ��2 \ \\\ \ \ \ y \ IV IExisting CB with Cut I. I / / and Capped Outfall \ j \ \ \ \ /� \ �/ • 19 \ \ \ \ \ CB X02 CB X01 / I /'\ \\ \ \ \ / �� \\ 'sue 0 \ \ \\ \\ \\ tq MENEM TP GRATE=424.99 ° u :. \ ':\\ �� ��� \\ \ \\ \\ •�` \ \ �, \� HP IE=424.65 \00 16 CONC. TRENCH DRAIN - ACO UNITS I I �,,o .. _ j;_:T _....._. /. :• \ \ \ \ \ \ c3.3 K1-2 THRU K1-20 19x39.37 / i \ : . - . �, -� �`� o :.: • \ \ \ \ \ > K 1-020 39.37» , K 1-0203 (13.95 ), \ \ \ \ \ \ K1-020 (39.37 �, AND K1-020 ° / :.:...� .:..� ....: �`•� .: �:�::.6,. �: -� \ \ \\\ \\ \ \ \�� 39.37 , TOT. LEN. = 73.3408L.F. / \.:.: :. \.. I:.. \ \, \ o� \ TP GRATE=424.99 \:'O L I LP IE=424.33 I / \ �� •� :: F / : : \. �. •••.1. TP GRATE=424.99 I LP IE=424.33 II I . a ..:... `I> ..3r\:...... : �`\:.. I \. - \ \ \ �S •0\6' \y / IE OUT=422.99 / I TP GRATE-424.99 LP IE=424.33 I r .::: • sr �� \ \ \ \ y \F� Q _UI \ Relocated French Drain 16 CONC. TRENCH DRAIN - ACO INLINE I I r C3.3 C.B. UNIT K900 19.69 AND ACO . t ���. _ \ �� _ \ �� \ Q \ �� \ �i� \ r� UNITS k1-020 39.37 K1-0203 !,� �•:::� 13.95 K1-020 39.37 AND / �, �,2 \��\ ..?>R`6,>> \ K1-20 THRU K1-2 (19x39.37 ), o �.00 �. TOT I IMOMMMMrtal SOMOOM 013 11 Flow MUNN 1 1 , , OWN FTMM PROPOSED GRADING & DRAINAGE LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEETS C3.1 AND C3.2 UNLESS NOTED OTHERWISE BELOW. - - - - - - 4" PERF. POLYETHYLENE (PP) SUBDRAIN tl 18 LATERALS AT SYNTH. TURF & GRASS FIELD C3:3 �4� 8" PERF. HDPE COLLECTOR/LATERAL CONN. (TYPE OOR <M NOTED) 1 C3:3 SANITARY SEWER MANHOLE RIM=422. 5 GEOTEXTILE FABRIC OVER SUBGRADE AT SYNTHETIC IE=414.0 , 8"PVC E TURF INFIELD ONLY (GEOTEXTILE FABRIC UNDER 36 IE=414.14; 6"PVC S ALL SUBDRAIN LATERAL & COLLECTOR TRENCHES) c4.2 IE=414.06, 8"PVC NW FLOW EA T LADDER OUTHWEST SOLID HDPE STORM DRAIN LINE (SIZE AS NOTED ON PLANS) -•••-•••- 8"PERF. POLYETHYLENE (PP) FRENCH DRAIN 19 C3:3 ............. 16 CONCRETE TRENCH DRAIN C3:3 O TYPE 2 CATCH BASIN W/SOLID ROUND COVER ® TYPE 2 CATCH BASIN W/ROUND GRATE - - - - ® PVC DRAIN BASIN W/ROUND GRATE 15 C3:3 O HDPE CLEANOUT 0 424 PROPOSED CONTOUR LINES 424 EXISTING CONTOUR LINES SLOPE (DOWN) DIRECTION & STEEPNESS rFG=423.62 PROPOSED SPOT ELEVATION ............ • • • • • GRADE BREAK LINE ...... • • • LIMITS OF GRADING LINE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. AFTER CLEARING & GRUBBING, GRADE THE SITE TO THE NEW FINISH GRADE CONTOURS SHOWN. EXCESS SOILS MAY BE PLACED ON -SITE AT THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET C2.3 3. ADJUST EXISTING UTILITY APPURTENANCES WITHIN THE PROJECT LIMITS TO NEW FINISH GRADE (TYP). 4. FINISH GRADE OF TOPSOIL IN LAWN AREAS IS TOP OF ADJACENT PAVEMENT, WALKS, AND/OR CURBS (TYP). HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION SEE TOPOGRAPHIC SURVEY PLAN, SHEET SV-1 AND COMPOSITE SITE PLAN, SHEET G0.3. EARTHWORK NOTES 1. ANY EXCESS STRIPPINGS AND SUITABLE SOIL MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. EXCESS STRIPPINGS, SUITABLE AND UNSUITABLE SOILS MAY BE PLACED IN THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET GO.3 TO MINIMIZE OFF -SITE DISPOSAL AT THE CONTRACTOR'S OPTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR HIS OR HER OWN EARTHWORK TAKE OFFS. ABBREVIATIONS BRK BREAK IN INLET S SOUTH BW BOTTOM OF WALL L.F. LINEAR FEET SD STORM DRAIN CB CATCH BASIN LP LOW POINT ELEV. SDR STANDARD CO CLEANOUT MAX. MAXIMUM DIMENSION RATIO CONC. CONCRETE MIN. MINIMUM SE SOUTHEAST E EAST N NORTH SG SUBGRADE ELEV. ELEVATION NE NORTHEAST SL SLOPE EX. EXISTING NW NORTHWEST SW SOUTHWEST FG FINISH GRADE ELEV. OUT OUTLET TC TOP OF CURB FL FLOW LINE ELEV. PERF PERFORATED TP TOP OF PAVING GRD GRADE PP PERFORATED TS TOP OF SURFACING HDPE HIGH DENSITY POLYETHYLENE TW TOP OF WALL POLYETHYLENE PVC POLYVINYL TYP TYPICAL HP HIGH POINT ELEV. CHLORIDE W WEST IE INVERT ELEV. RIM RIM ELEV. FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES 1. FINISH SUBGRADE: FINISH SUBGRADE SHALL BE VERIFIED WITH LASER PLANE EQUIPMENT IN THE PRESENCE OF THE OWNER PRIOR TO TRENCHING. SUBGRADE TOLERANCE: PLUS 0.00' ; MINUS 0.05'. SUBGRADE MUST BE IN A SMOOTH, EVEN CONDITION PRIOR TO TRENCHING. 2. PREPARATION FOR SYNTHETIC TURF (OR TOP SAND): COMPLETE THE DRAINAGE FOR THE ENTIRE FIELD. REESTABLISH THE SUBGRADE. OBTAIN APPROVAL OF DRAINAGE AND REESTABLISHED SUBGRADE PRIOR TO PLACING ANY SYNTHETIC TURF (OR TOP SAND) MATERIALS. KEEP EQUIPMENT OFF OF THE SUBGRADE IF EXCESS RAINFALL HAS SOFTENED IT. DO NOT DRIVE RUBBER TIRED VEHICLES ACROSS TRENCHES UNLESS TRENCHES ARE BRIDGED WITH A W STEEL SHEET (APPROX. 4' x 8' SIZE). DURING DELIVERY OF MATERIALS, TRENCHES SHALL BE GUARDED BY A FIELD WORKER TO INSURE NO TRENCHES ARE CROSSED WITHOUT PROTECTION. 3. SYNTHETIC TURF MATERIALS (OR TOP SAND) PLACEMENT: VERIFY THAT SUBGRADE HAS BEEN REESTABLISHED AFTER THE DRAINAGE WORK IS COMPLETED AND HAS BEEN APPROVED (FOR THE ENTIRE FIELD). PLACE GEOTEXTILE FABRICOVER FIELD SUBGRADE AS DETAILED. SYNTHETIC TURF OR TOP SAND) MATERIALS SHALL BE PLACED OVER THE FIELD, SPREAD WITH A TRACKED PIECE OF EQUIPMENT, AND COMPACTED PER SPECS. 4. PLANARITY CHECK AND MATERIALS DEPTHS: PRESCRIBED SYNTHETIC TURF (OR TOP SAND) MATERIALS DEPTHS ARE COMPACTED DEPTHS. SYNTHETIC TURF FIELD FINISH LEVELING TOP STONE GRADE SHALL BE VERIFIED WITH LASER PLANE EQUIPMENT IN THE PRESENCE OF THE OWNER PRIOR TO PLACING SYNTHETIC TURF FIELD 'CARPET'. FINISH GRADE TOLERANCE: PLUS 0.05' ; MINUS 0.00'. 5. INSTALL SYNTHETIC TURF FIELD: VERIFY THAT FIELD BASE AND LEVELING TOP STONE MATERIALS PLACEMENT HAS PASSED PLANARITY CHECK AND BASE HAS BEEN ACCEPTED IN WRITING BY SYNTHETIC TURF MANUFACTURER. PLACE SYNTHETIC TURF FIELD 'CARPET' AND INFILL MATERIALS TO FINISH GRADE ELEVATIONS SHOWN. 0 10 20 40 GRAPHIC SCALE KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) rC ME a o w° o r r@� - v� c O IL . 0--422 'A rn o Q c_ w 0:6U �� U � � �U U-21 QJ C U �p V J co C M Na �m 33 _ J(n n3 m � \ \ U 7 0 0 Qf (f) 0 W Z Y W U Q � m o m a N C Ld Q 00 o 7 0 w U) z N o a Z (n W o z V) UJI > o w W m N � 0 -I, N V O a w m 0 M�1 Z Cd a � o O P4 06 ., C� Z Q u C12 R-419517 Sheet 17 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C2.1-C2.3.DWG // Plotted: 4.15.22-13:55 By.(rvissio) BID #: Ln r 0 W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET C2.2 IE=411.26, 12"PVC N \\ II II I � � \� -6 41 . IE=411.23, 12"PVC SE \ I L I I I J J - I 3 IE=412.93, 6"CONC NW \\ \ I I I I I LADDER EAST \ \ \\ Il I\ \ 6' CHN LNK FNC CAPPED END �, -I \\ _ (IE=416.61f ) \ \ \ v o o - o 0 0 _ 6' CHN LNK FNC ss E OOL - - - -42-5- - -o S8EP4826°E 269.-°-To-o o=�o CONIC WAL ---- - --- _o `� - P Z \ l \- \ ----- -- SS \ \ EXCESS AND UNSUITABLE / 1 \ _ Q SANITARY SEWER MANHOLE \ STORM VAQ1LT P 3 l RIM=416.04 \ 4IE=408.05, 8"PVC N SOIL PLACEMENT AREA �' ��� BRIM=4 S & cHl \ IE=407.78, 8"PVc s \ _ - MW CONTROL •TRUCTU \ \ TRA�FlCLO A » \ \ ----- -- I - S CMP E 5 IE=407.78, 8 PVC W �� TOP OF 1 "CMP'FLO ONTROL E=417.16 \ 1.6 FLOW SOUTH S IE OF 6" DOWNTURNED E PIPE= 4�17 �� \ II \ / I LADDER EAST 'BOTTOM LIP O\F\EIDE PIPE- 13.79 �,� `� \\ ;j p ' w N o /, • 6, ER EL=411.4 ITARY WE MA OLE \ \ / 3 0~ ~ NE 9TH o `� z �� RI �16.94 V A �I ST I \ • '� IE= 8N31, 8' VC V / I \ • ' / \ I IE=40 .2� 8" c I' 15 7 J J 4125 CAPPED END w� 1 - - / /co I / \ \ \ FLOW S' \ (IE=414.00± ) CoC#308 i CB #203 (48"DIA.) - --� - - LADDER OUITHw T / RIM=424.60 I ii RIM=428.50 JE NW&NE 8=420.93 I IE N(8")=419.23 IE SE�8")=420.93 / IE W 12"=414.40 \\ \ \ \ I 3 \ \ V A I LUCn / I IE S127=414.40 8"HDPE-12� ®1.0% / IE E�12"�=414.40 / \ \\ • \\ \ I I z 3 � LV �w w - _ Cd #307 RIM=424.72 IE W&E 8!:=421.05 / / I I I / z �» IE S�8 )=421.05 / /� i I II I I � PRESCHOOL..' 4151p Zz_ 4"PERF. POLYETHYLENE N (PP) DRAIN LINE AT C10IX WALL (SEE 8 ) CD CNN LLJ �6 0 Clr��� z a 4"PERF. POLYETHYLENE (PP) w = CAPPED END co DRAIN LINE AT PLANTER !! X (IE=424.0 ) / // I �� N Q w w a STRIP (SEE 7 ) 8 HDPE I-�Cn Ln 17L.F.®10.0% #204 (48» DIA. / / / 1 p L3,2 - -... RIM=423.95 6 N .� '' IE W(12")-414. 3 // // I I 13 0�� / 3 FIBER OPTIC MON IE SE(12 )=4 .03 N 30' 30 V •..•.• -'- - French Drain I "'•. � ' Connected � CAPPE�� END _ / ---/- ' / /. and extended / / I I I \ 41 27 W to CB# 202 (IE=422:�Ot) CB #205 (48 DI W \ RIM=420.50 �/ \ � IE NW 12" -4 .49 / �/ I I / / "HDPE- 3L.F.C�O 5 : , , \ IE SW�8" ll=4 .32 HDPE % IE SE(12!)=413.49 / ,/ �� / W 3 ¢ 414 4 SANITARY SEWER MANHOLE cn \ � � I o- / 3 0 ujh ~ RIM-414.22 IE=407.12, 8"PVC N IE=407.14, 8"PVC E 3: , I 7 CROSS SECTION w i w IE=407.09, 8„PVC S FLOW SOUTH 0 4 w a \ LADDE L3,2 = 3.90 SS SS -- / ��� - W N o 5. I J J Q / / Q / ,' CB #309 TP 423. - �/ RIM=415.75 --- - -- ' / JJ IE NW 8")=411.98 IE E 8=411.98 ' / .i �� \� /°` � // II , I � �• � � 4 CHAIN LINK FENCE » - ,� o � IE S�8 =411.98 ■ / /�, / I 1 N / STORM CATCH BASIN Type 2 CB to collect - - - �� �' �. �� T �m RIM=413.18 TC=423.50 �� ` �' �' I w o 3 r „ existing (abandoned) / F • / I IE=409.81, 6 CONC E TEE 4x8x4 Field Drainage �/ (PLAY AREA, `�: QE��Z ' ! r N N I=409.35, 8 CONC W IE=414.05 TYP) \ �N N ;I \ 8"HDPE- 14L.F. 4.8% co 4 0 4"PP-182L.F.®0.5% \ m - , < \ \ TP GRATE-414 12 STORM CATCH BASIN 4 4x8 CROSS \ ' 'I HP IE=413.63 RIM4101.17,26"CONC SW \\ " / � 'v /• IE=420.09 vI 1 ' � ' /�' '�I I � 14.00 W/ ELBOW �® \\ ��3 I r Q I N 50 rl 6 CONC. TRENCH DRAIN Q o TURNED UP y I \ O,o ' \ 5 AP D �1[111 I c3,3 \� AND CAP FOR I I IE= 0. STORM CATCH - ACO UNITS K1-0103 0 p I I J NEW CB # 311 b� / ( J ( )! R i', \\I CLEANOUT I I I / �9 0 �� o � as SOLID LID Kl -18 (8x39.37");HRU � � �. , o RIM=413.79 AND INLINE C.B. UNIT ®NEW CB # 312 1 IE=410.14, 6"CONC NE I 3=410.49, 6"PVC S K900 (19.69"), TOT. 1` z a J IE=409.89, 8"PVC sw LEN. = 29.5275L.F. 00 0 13. \_8" RP=7 LLI 42 NEW ADA RAMP AND / o o BP BP- C4,2 PAVING ADJUSTMENT �I TC=423.50 1 ; I // ,' I TRAFFIC LIGHT, AT EAST SIDE OF \ �0 PED. CROSS DISH,, UNION AVE NE \ / (PLAY AREA, �I 1® / ,' �' l w w PED. CROSS SIG TYP) / s T HT, \ ° " RP-6.5 78 PARK ENTRY AREA & » T AF T,cfIT, I/ Deleted Line / 3 "DO NOT c4,7 CONC. SCORE PATTERN j4 PP-182L.F.C�0.5%�>,i y I // �/ // ADDED 8" Storm 1 7 rF J ENTER " PLAN ENLARGEMENT HP IE=421.00 � \ TP GRATE=413.79 TP=423.60 /! / / / / 3 � LP IE=413.17 IE OUT=411.79 Relocated French Drain \ �,' / / // I� / J J 8"HDPE-29L.F.@1.62% _ TC=423.50 !; / / / / / �!I � � i / I � I I EXISTING CB \ �' / \ / < � RIM(EX.)=412.91 (PLAY AREA, , / ,/ STO"R MAN IE N EX. =408.49f 1 TYP) / ) � I -42a- � • � -' / / I �Ri'M 412.91 �- � I J J �•N „DO NOT » I 408.49 N ENTER" IE W 15 )=410.46 =408.3 z S / /. Q a ¢, I IE S(EX.15")=408.34f 6 :. • • • • . ® i / / // ,' / ° 3 3 w I N TRENCH & OVERLAY RESTORATION r/ l I Q I Lo PER CITY STD. DETAIL 220.20 � o \ \ ®' - I I / CAUTION: EXISTING 36" SPU I / ST C�TC BASIN 1 0. TRANSMISSION WATER PIPELINE, Z• ' .. • • • ' • l \\ \ I / RI - 2.108 I' I 3 J J J I 6" RP- CONTACT SPU BEFORE ANY • • • ( z I /' : I I I I =4 0.18, 8 ONCE };� w w w I / EXCAVATION WORK NEAR THE a / 1 I I I PIPELINE I I ' ,0 -_,' // I`\ \ �\ i ,j W �1�� N I ��� I CAPPED END (IE=410.30t) 00 4 //�A�{ \ \\ •' ;I Q ° II 15" HDPE-46L.F.@0.54% ` \ � II I I w o I CB #206 (48" DIA.) • L �% 0 3 / , I . • • \ \ I' I w Q RIM=415.10 ' I z IE SE(8 )=411.32 / D I J J a i i I \ �' ` \\ L I IE NW1/Q 2")=410.71 I ;j3 I IE N(8 ),=411.14 • \ IE NE 8=411.32 I \ 1 JJJ \L ( ,' I . \ ` • /•. ` O �V ( I ~ LAN IE E(15! )=410.71 ® . . . . . . v I o BIKE \ \ \ I I �� 8„ TEE 4x8x4 • \ !! I � \ 8 HDPE-16L.F.®2.0% I : � II I I IE= 412.87 \ \\ #310 9 \ \\ II I I CB I 8 HDPE-14L.F.@8.8% • ' ' �' I ` RIM=415.05 \ \ z 6 by I o 41 J J W !! \ II I ` 4 PERF. POLYETHYLENE (PP) IE SW 8=411.64 \ { • • ~ \ IE E 8" =01, 64 \\ \\ I I ;� , I 3 o " I n DRAIN LINE AT PLANTER IE NW 8 411.64 I - I I `o STRIP (SEE 7 ) \ s I N 6„ Q �\ •\i� N N\� \� \\ \ \ 1 I s3 w o RP-10 L3,2 - - J C7 N W IM 1 \ \ I I I N o z o m -- a II I I I CAPPED END 41 (IE=410.30f )W�o o I SANITARY SEWER MANHOLE -o 8_4906"Wo619.66" CHN LNK FNC o5RIM=412.00=I o Q cJJ IE=406.36, 8"GONG S _° ' � v -L _ \ I � _o W (ql Z SHED 4"PERF. POLYETHYLENE --/CAPPED END -/ I III M w - I m_1ADDER NORTHEASTNw :3W / (PP) DRAIN LINE AT (IE=413.37f) \ / ='^ WALL (SEE qq ) ROCKERY 0 V v+ 8 1 0, \ 3 ,� o \ jl 7„ M IM M M w w w RP-8 Ln I J I \ /Q TL 0923059115 N I 1 " � F TL 0923059235 0 -' a o 7" Q Ir C0 o J L7u I �RP-7 Iuj PROPOSED GRADING & DRAINAGE LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEETS C3.1 AND C3.2 UNLESS NOTED OTHERWISE BELOW. SOLID HDPE STORM DRAIN LINE (SIZE AS NOTED ON PLANS) -... .... - 8"PERF. POLYETHYLENE (PP) FRENCH DRAIN 9 C3,3 - • - • - • - • - 4"PERF. POLYETHYLENE (PP) PLAY AREA OR WALL DRAIN LINES (SEE PLAY AREA OR WALL DETAILS) ■■■■■■■■■■■■■ CONCRETE TRENCH DRAIN 16 C3,3 O TYPE 2 CATCH BASIN W/SOLID ROUND COVER ® TYPE 2 CATCH BASIN W/ROUND GRATE ® PVC DRAIN BASIN W/ROUND GRATE0-425- 15 C3,3 �424� PROPOSED CONTOUR LINES 424 425 EXISTING CONTOUR LINES SLOPE (DOWN) DIRECTION & STEEPNESS rFG=423.62 PROPOSED SPOT ELEVATION ............ • • • • • GRADE BREAK LINE ...... • • • LIMITS OF GRADING LINE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. AFTER CLEARING & GRUBBING, GRADE THE SITE TO THE NEW FINISH GRADE CONTOURS SHOWN. EXCESS SOILS MAY BE PLACED ON -SITE AT THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET C2.3 3. ADJUST EXISTING UTILITY APPURTENANCES WITHIN THE PROJECT LIMITS TO NEW FINISH GRADE (TYP). 4. FINISH GRADE OF TOPSOIL IN LAWN AREAS IS TOP OF ADJACENT PAVEMENT, WALKS, AND/OR CURBS (TYP). HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION SEE TOPOGRAPHIC SURVEY PLAN, SHEET SV-1 AND COMPOSITE SITE PLAN, SHEET G0.3. EARTHWORK NOTES 1. ANY EXCESS STRIPPINGS AND SUITABLE SOIL MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. EXCESS STRIPPINGS, SUITABLE AND UNSUITABLE SOILS MAY BE PLACED IN THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET G0.3 TO MINIMIZE OFF -SITE DISPOSAL AT THE CONTRACTOR'S OPTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR HIS OR HER OWN EARTHWORK TAKE OFFS. ABBREVIATIONS BRK BREAK BW BOTTOM OF WALL CB CATCH BASIN CO CLEANOUT CONC. CONCRETE E EAST ELEV. ELEVATION EX. EXISTING FIG FINISH GRADE ELEV. FL FLOW LINE ELEV. GIRD GRADE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ELEV. IE INVERT ELEV. 0 10 20 40 GRAPHIC SCALE IN INLET L.F. LINEAR FEET LP LOW POINT ELEV. MAX. MAXIMUM MIN. MINIMUM N NORTH NE NORTHEAST NW NORTHWEST OUT OUTLET PERF PERFORATED PP PERFORATED POLYETHYLENE PVC POLYVINYL CHLORIDE RIM RIM ELEV. S SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SE SOUTHEAST SG SUBGRADE SL SLOPE SW SOUTHWEST TIC TOP OF CURB TP TOP OF PAVING TS TOP OF SURFACING TW TOP OF WALL TYP TYPICAL W WEST KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) a mm ME E ) w o cN - �cc � LL m� rn o U � L) O C �w�^ �z= N U �p V J N C Ma w2 33 _ J(n n3 m 1.0 U \ \ U o o o Z C) Y U Q C) rAL4 y�tt do +•J C4. m a V) N N W �a 00 0 o 0 0 z z Z w w o > 0 0 w a a M 0 O a �-4 p a. w V Z � � Q a � o P4 06 ., � Z � Q C2m3 R-419518 Sheet 18 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C2.1-C2.3.DWG III Plotted: 4.15.22-13:55 By.(rvissia) BID #: Ln 0 w A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE X uSign Envelope 10: 3B1B34D3.7EOA-476C•ADB3-4329FFEOC108 DocuSign Envelope ID: 361834D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THEF A LISTING F N THAT H INCORPORATED rlV !NA T T T H 3H LIST MAY NOT TAINTEVERY FOLLOWING IS L S NG O GENERAL NOTES SMALL BE CORPORATED THE DRAINAGE PLAN SET. ALL Flit NOTES O E L S O PER O PROJECT. THE APPLICANT OR OWNER HERESY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES- F ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1- BEFORE ANY COIISTRUC71ON OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF PENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURINGALL NECESSARYCITY. STATE- AND FEDERAL PERMTS PRIOR TO CONSTRUCTION- S. ALL STORM DRANAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOMa). RENTON MUNICIPAL CODE (TtMC), AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA} IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLAN& ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD. GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E G. WATER. SEWER, GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. ANDRETAL4ING WALLS REOME A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION_ THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN AaPROFJAL FROM THE CITY_ 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER OISOOVER AND AVOID ANY OTHER UTILITIES NOT SHOMIN HEREON THAT IJJAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUPA SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE N D 83 (WA STATE PLANE, NORTHL UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHIMARK. DATUM AND ELEVATIONS 3KALL BE NOTED ON THE PLANS, 8. ALL UTILITY TRENCH BACKFILLAND ROADWAY SUBGRADE SHALL BE COMPACTED TO 957E MAXIMUM DRY DENSITY PER SECTION 2.0&3(14)0 - COMPACTION AND K401STURE CONTROL TESTS OF TKE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE MU AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 0% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE YWXM IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVEDPLAN5. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS- 10- ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LIME AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY. THE EXISTING MANHOLES, CATCH BASINS. OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11- ALL FLOW CONTROL FACILITIES SHALL BE RISTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH. ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELL40OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS VIELL AS PLACEMENT AND COMPACTION OF REQUIRED REDOING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UHIFORIMLY DENSE_ UNYIELDING BASE_ ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220-00.220.10. AND 220.20. 13 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2. OR 5 INSIDE AND OUTSIDE_ 14- ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SMALL BE FITTED WITH DUCTILE IRON, BOLT4-OCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 204.30, 204,40. AND 204-5A STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIDS'M4EN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROAD'h'AY. • ROUND. SOLID LJDS'A!HEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADV►AY. BUT OUTSIDE OF TFE CURWOUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO YWIKEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY- PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENT$ TO THE OITY SHALL NOT DISPLAY THE CITY LOGO. I5 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SW DM- 16- LIDS OF MAtVHOLESiCATCH BASINS WITHIN PUBLIC RIGH'T.OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MAHHOLE)ICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADE$. UNLESS OTHERWISE SHOWN- 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OFAVAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. VN66SOTHFRW*E NOTED. DRAWJ40 IS NOT TQ$CAL( (NISI STD. PLAN - 267.00 ■ PUBLIC WORKS SURFACE WATER STANDARD PLAN 69%K"bv: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 ala1>34san aarE XcuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA1638878 CLEAN SL:RFACE AND BOTTOM AREA PROVIDE UNIFOF A+1 CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM. AREA OF THE ADJUSTMENT SECTION _%Zov_ FRAME AND VANED GRATE L-I ADJUSTMENT SECTION I I I BASE SECTION SEE NOTE 4 NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH. OR SIDEWALK IH WHICH IT IS TO BE PLACED HAS BEER ESTABLISHED. AND UINTIL PERIAISSiON THEREAFTER IS GIVEH BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA. STANDARD SPECIFICATION 7.0&3- 2. $HMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMIS 13 PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. ONLY BY APPROVAL OF THE CITY. THE USE OF BRICKS IS PERMIT'TED WHERI; THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Jy BOND. 5, BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH WR7AAR. 6. MORTAR $HA L MEET THE REQUIREMENTS OF W$DOT1APWA STANDARD SKCWICATKOI 9.04.3. 7 PICK 1 LIFTING HOLES ARE TO BE GROUTED WATER T*HT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.312)• 8. MORTAR SHALL SE MIXED AND APPLIED PER M(ATIUFACTUREFZS DIRECTIONS- 9. FRAME $HALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT LENGTH. 10 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. ux((SSOTHEkWS( NOTIO, CRAVING 15 NOT TO $CAU (NTS) STD. PLAN - 202.00 ■ PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT GAZ 9/28/2018 I a pWc x: ii .ar. �•,: a• DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SMALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REtAAJIVING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUIIM DEPTH OF ONE (1) FOOT AM SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 -8 INCH ROCK 140. 70% PASSING: • 2 - 4 INCH ROCK f 30 - 40% PASSING. AND • LESS THAN 2 INCH ROCK 1 10.20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTEO AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW OONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE Shws, 20 THE END OF EACH STORM DRAIN STUS SHALL BE CAPPED. A CLEAMOUT TOPPED WITH A BOLTaACK)ING W MARKED 'STORM- OR •DRAIN' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE OONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.W. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICE44SEO IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22 ALL NEWLY -INSTALLED AND NEWLY-REHABIUTATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE OCiV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUSMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND'OR PAVEMENT. 23, ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04A1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STAI'IQARD PLAN 264.00. 26. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANJT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY CONNECTED WITH 3TORMV/ATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATPON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION, 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONVECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK riTTHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSOOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY, 27 PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (FtMC 4.3.060). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASMVMANHOLE LIDS. CLEANOUTS. INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE, ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER AGA REQUIREMENTS - 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SMALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 A2 OF THE RE14TON SWDM. 31 CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH S GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE- IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS C'ONSIOERED TO MEET THE MINIMUM RATE OF ABSORPTION, AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTTM C17DI SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKIING AREAS). TESTING OBSERVA71ON MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMNLAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTTD. rAAWI(G IS NOT TO SCALE INTS) STD. PLAN - 267.10 • PUBLIC WORKS SURFACE WATER STANDARD PLAN Radbr. DEPARTMENT NOTES (2 OF 2) artin Pastucha/13/20z0 "�Iiiai:iiasy44sa DATE DocuSign Envelope ID: 6EECF5B"02A-4E4A-B436-A317AA638878 29114' BOLT -DOWN HOLE (TYP.) - ST. 11 NC. SEE DETAIL AND NOTE 2 25 ur DO TOP 24 114' SECTION A -\-SEE DETAIL ISOMETRIC VIEW 3(1. 11A4' NOTES: 1 I 1. THIS FRAME IS DESIGNED TO ACCOMIWIDOATE 20' s 24- GRATES OR COVERS. 4 1 (r SEE STANDARD PLANS 204.10, 204.20, 204.30. AND 204.40_ 15,g- 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND t ! COVERS. UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. \ 314• / THE FRAME SHALL ACCEPT THE 51r-11 NC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 112• 3. REFER TO STANDARD SPECIFICATION 946.150) FOR ADDITIONAL \ DETAIL REQUIREMENTS RECESSED ALLEN HEAD CAP SCREW 518'-II NC K2• ORATE cRnvE I I SECTION BOLT -DOWN DETAIL SEE NOTE 2 UNUSS OTHERWISf NOTED, DRAWING 15 NOT TO SCAIf (NTSI STD. PLAN - 204.00 • PUBLIC WORKS D �It DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 hoc M'w A1+n rr»:. DATE 1', 2". 4',6". 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NO �G SEE �yP l ;i tS�N� #3 BAR EACH CORNER. 93 BAR EACH SIDE `Y `v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MEN. SEE NOTE I ALTERNATIVE PRECAST BASE SECTION ■ PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15, CPSSP•- 12, STD. SPEC, 9-0520 SOLID WALL PVC, STD. SPEC. 9-05.12 (1) t 5" PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVESTO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE: MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MI:VIMUIVI GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE: IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE: LOWEST PIPE INVERT SHALL BE S FEET_ 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 111:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2), 8, ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE W ITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES, 9, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS_ 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME; IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, D RA W I N G IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 6EECF566-602A-4E4A-6436-A317AA638878 24" ........ ........................... ....... ....: 112" I BOLT -DOWN SLOT. 314" SEE DETAIL AND 2 112" DIA. HOLE NOTE 1 1 IA' zo" a a a � � ��Q•�Q BOLT -DOWN SLOT DETAIL Q SEE NOTE 1 c:.................. ---- Tnp ISOMETRIC �-+-- 4 314" 1 1l2" 1518" MAX. SECTION A -5"- 3 112" 4" Fr1 112" SECTION C PUBLIC WORKS DEPARTMENT R39", SEE NOTE 2 R26", SEE NOTE 2 f2" SECTION B NOTES: 1, BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN :-LEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM- LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN, 3. REFER •r0 STANDARD SPECIFICATION 9-D5.15(2) FOR ADDITIONAL REQUIREMENTS. 4, FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204,00. U N LESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 o: RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 DATE 3I4" 314' DIA- HOLE 112" DIA_ HANDLE DocuSign Envelope 10. 6EECF5B6-642A-4E4A-B436-A317AA638878 CATCH SAM FRAME AND VANED GRATE PER STD. PLATE 204.OD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX ) MORTAR. (TYP. 1. SEE NOTE 5 4• MIN 28' MAX. 16- MUAx _ FLAT SLAB TOP 0 I � ev. 72•. W. 96% 12WOR 14 * ' SEE NOTE 6. TYP a 19 MAX. FOR AMAIHTENANCE STEPS OR LADDER �_ 1• MIN_ *0* RUING 24' Z 5 M(A17t. REINFORC;k4G STEEL (TYP.) ?LAN. 12• MAX. 12" r GRAVEL BACKFILL FOR PIPE ZONE .-I-BEDDING PER WSOOT STD - SPECIFICATION SECTION 0-03.1213) � a• SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED ri HEN HEIGHT 15 4* OR LESS, 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3, THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAMME MAY BE CAST INTO THE ADJUST7.4EW SECTION. 4 KNOCKOUTS MALL HAVE A WALL THICKNESS OF 2' F.1 VIMUM TO 2-5' MAXIMUPA. PROVIDE A 1.; MINIMUM GAP e =TAEEN THE KNOCKOUT WALL AND THE OUTSIDE OF 714E F F L AFTER THE PIPE IS INSTALLED. FILL THE GAP VIITH LINT MORTAR tw ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SK LLL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXB3.E CONNECTOR (KOR•N-SEAL 8007 WITH CORRUGATED PIPE ADAPTER OR APPROVED ECUAL). WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PPE, 7- MORTAR SHALL BE MIXED AND APPLIED PER UANUFACTURERS DIRECTIONS. B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH, O. ALL MORTAR JOINTS SK ALL BE TRIMMED FLUSH AND REMAW VISOL£ UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DUVAETER MIN. WALL THICKNESS WN. BASE THICKNESS WAJpMUM KHOCKOUT BIZ! MINIMiLI1A DISTANCE BFTWHRN KNOCKOUTS 48' ;' 61 36' 81 54• 4.5' a, 42• I)• 48- 8' 72' 6' 8' 60, 1 z' 84- 8• 1z- 72• 12' or 8' 17' 84- 12• 120" 10' IT 9G 12, 144" 12' 1 12- 108• 12' PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUMINSIDE DIAMETER CONCRre ALL METAL CPSSP' SOLPIDVc ALL PROFILE WALL 48- 24' 311 24• 1w 30, 54• 30, 31S Yr 34' 36' or 34' 42- 3T 4Z' 42• 72' 42' S4- 42' 4Ir 48, IN. M. 6T 54• 413' 48* 96' 60' 72" 60' 4LT' 48• 120' 6G w or 144• 78• 84 60• Ar 48- CORRU55ATE5 POLYETHYLENE STORM SEWER PPE (STD. SPEC. 9605.20) sm. SPEC. 9.0512(1) ' STD. SPEC, 9-051Y(2) UNi(SS 0T1I(R►VK( NOT(0. DI•A►r1NG IS NOT TO SCAI( (NTS1 STD. PLAN - 201.00 ■ PueLlc WORKS CATCH BASIN TYPE 2 I DEPARTMENT GAZ 9/2$f2018 I DATE Dow8ign Envelope 10. 6EECFSB6-602A-4E4A-B436-A317AA638876 BOLT-D()WN SLOT, SEE DETAIL AND NOTE 1 LETTERING itr ISOMETRIC ■ ■ R NOTES: 1. BOLT-OOYM CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TYi1O HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS- THE FRAME SHALL ACCEPT THE 5M*-11 NO x 2• ALLEN HEAD CAP SCREW BY 8EKVG TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-DMWJ HOLES VARIES BY MANUFACTURER, 2 REFER TO STANDARD SPECIFICATION 9{15.1$12) FOR ADDITIONAL REOUIREMENTS- 3 FOR FRAME DETAILS, SEE STANDARD PLAN 20400. 5' IX%%(SS 0bI£R1VIS£ NOT(0. 0M%MNG IS KOT To SCAT( (rs:tiJ STD. PLAN - 204.20 • PUBLIC WORKS I 1 DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I •w.c w /,e+rri+asr DATE :� :4 Cc v o m No w Coc C N � � y Cal • LL -.6 m o c_ 2 W U- 3 2b V O �o o a• C �z� n'� r i1 U @ s a c� i--I•-� a J(n w N� N3 LCi w \ U L17 7 C) O N O H Q Z Y 2 a LLI Q 0 0 U Q 0 m O Q LV LV LIJ Q 00 1_ 0 O L LI N Z (n O 11 Z N LIJ O - H Z N LLI U LIJ H W 11 J I uj +� Q ^� W 08 p Z O O bb ��♦ uj i�■I U) ~ uj CD Cd C Z a 0 a cy ,Ccd /06 Z nsoi SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C3.1-C3.3.DWG Plotted: 4.07.22-09:41 By.(rvissia) BID #: C3m1 R-419519 Sheet 19 of 40 Ln 0 W )ocu5ign Envelope 10: 3B1B34D3.7EOA•476C-ADB3-4329FFEOC188 :rr' LETTERING � BOLT HOLES - 3 PLACES EQUALLY SPACED 12V APART ON 23111B-DW B.C. RENTO DRAIN ti-.- 0) r DIA- PICKHOLE PLAN VIEW f 21rr I 8 314- j� (TYP-) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN WADI 5B'•11 x 1.5 SS RUBBER MASHER EON BOLTING DETAIL 26 1,7 DIA. 26 u4• DIA. t14' DIA, NEOPRENE GASKET 1N' � 1 V16" �16 ve I w 23 3W DLA Ct OPEN GASKET GROOVE DETAIL 27 SM D(A. 34 1 W D IA - FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCK)mG LID PER Ed No. 3717C1 OR APPROVED EQUAL. VM:E$SOTHERW95E NOTED. DRAWIIIG t$ NOT TO$mt (NT$1 STD. PLAN - 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER g/13/2+�i1� "51INN ILDEPARTMENT {PU6LIC} artin Pastucha $TEST°a•.�r3dAQ DATE )m. iSien Envelope 10: 3B1B34D3.7EOA-476C-ADB3.4329FFEOC108 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DacuSign Envelope ID: 6 EEC F5B6-602A-4E4A-B436-A317AA638878 DacuSign Envelope ID: 6EECF586-6d2A-4E4A-B436-A317AA638878 96 BARS ;a) 7" SPACING 12" (TYP.I 20N24", 24" DIA., 48" 46- DIA., OR 54" DIA. HOLE00 6" +� 2" (TYP-) i 12" Li �^ 12 i" MIN. 2 1 %2" MAIt. 84" or 96" FLAT SLAG TOP ----------____-___---_-_-_-__________________ - PREFABRICATED LADDER 12" IN. % 45 i3ARS W SPACING STEP 9 112' MAk 20"x24"• 24" DIA., 48" DIA., OR 54' DIA. HOLE _a {� 2" (TYP.) I uy 24" PAfN. ff 8„ V MIN. 2 112' MAX. 72" FLAT SLAB TOP 24' 18" MIN. 42" MAX. -- %- #4 BARS 6" SPACING MIN. 48" MIN, 20'xz4' OR 24"DIA. HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION 2" (TYP. ) FOR ACCESS AND STEPS 8„ 1" MIN. 2 1!2" MAX 48", 54", or 60" FLAT SLAB TOP �0, �� 2p 34" s• 1 % 2", 4", 6-, 12", OR 24" ONE #3 BAR HOOP FOR r t' ! HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 1'. V. 4". 6". 12", OR 24" ONE i#3 BAR HOOP FOR 5" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE: NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1, AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF O. 12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTFIERWISE N07ED, DRAWING IS NOT TO SCALE(NTS) PUBLIC WORKS MISCELLANEOUS DETAILS FOR DS STD. PLAN - 204.60 APR `GAZ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 g2 wy;.��o.ksM,o�nszraar erns GATE DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110. 110.1. 110.2. AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS 12" MIN EXISTING PAVEMENT SURFACE 6" MIN. , SEE NOTE 4 NEAT LINE TRENCH _ "CRUSHED SURFACING TOP COURSE" PER ` WSDOT STD. SPEC 9-03.9(3), COMPACTED p QD % TO95%OFMAXIMUM DENSITY / "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9 03.9{3), "BANK RUN GRAVEL FORTRENCH BACKFILL" PER WSDOT STD, SPEC 9-03.19, OR "GRAVEL !` d BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY �7 O BENCH AS NEEDED FOR !! SHORING SYSTEM WHEN _ \` DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.DD AND 220.10 - SEE NOTE 1I UNPAVED AREAS PAVED AREAS I NOTES: 1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER T DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE. WAG. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, !F PIPE HAS LESS THAN T OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. U N LESS OTH E R W IS E N 0 T EO, D RAW I N G IS NOT TO SCALE (NTS) : STD. PLAN - 220.20 PUBLIC WORKS PPR D. DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9/28/2018 1 a van r: works vlm.msvaror DATE DacuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3,4329FFEOC108 (2) 3W-16 SS SOCKET WEAD CAP (1) OPEN MKHOLE 1' SCREW (ALLENHEAO) WAVSHAS ON A S CIA BOLT CIRCLE sr 11��D,' 4' B-18 DIA 10.1r2' Du 15' DIA FRAME SECTION CAST IRON FRAME AIID PAVED AREA ('TYP.) COVER, SEE NOTE 3 12• EXTENT CLEANOUT RISER 7' ASCU DESEGN PONO(N^u ELEVATION OR PER PLAN .I ti DESIGN PONDING ELEVATION r cuss -1V ASPHALT. SEE NOTE 4 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSOOT9.03.12(4) Q. - -- I CLEANOUT RISER. SEE NOTE 2 ;- CLEANOUT RISER, = � +� B•131t6' DM COVER SECTION FERKCO GASKETED OVIK CAP OR SIMILAR r 4' STREAUBEDCOBBLE'I PER WSOOT 9-03.1112) SOIL TIGHT 45' BEAD SEE NOTE 2 WYE SOIL TIGHT COUPLER f UNDERDRAIN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN OOLLECTO$t _ - RPE. SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA !�'�� � IIIIIIIII TOOVERFLOYf STRUCTURE OR STOW MAIN \; r. � , #IECHANIC4L PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I. DIAMETER TO BE B•ANCHES MINIMUM PRIVATE. 34NCHES MINIRIUNI PUBLIC- UNDERDRAIN PIPE PER STD- PLAN 252.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRATN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR PIPE. 3, FRAME AND COVER SHALL se EJ Pft0041CT3 wsziPT AND 367SAPT OR APPROVED EQUAL. COVER TO BE LOCKING ►'111H ALLEN HEAD BOLT. QED "STOR1ur OR 'DRAIN'. 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF SIORETENTION PONOING AREA, POLAR ir THICK. 2"z' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM C.OMPRES'SNE STRENGTH OF 3"OW PSI. GENERAL NOTES: 1. CLEAMOUTS FOR UNDERDRAK FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 10D FEET. AT EVERY 110 DEGREE OR SECOND 45 DEGREE SEND. AT PHE END OF EVERY COLLECTOR PIPE. AND AT EACH END OF AN UNDERORA" PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOY) FOR 41AAHTENANCE ACCESS TO ALL PIPES. 2 ALL FITTINGS SHALL BE SAIL TIGHT, 3- CLEANOUT RISER SHALL BE LOCATED OUTSOE OF B*FtETEkr*N PONDtNG WHERE POSSWE 4, CLEANOkYT3 SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, UNAWri* IS NOT TOSCAIE INTS) STD. PLAN - 226.00 • PUBLIC WORKS oa bY' ?[ti DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha 8f13 20 NwaFI�93&4� 0 . 7 AT ADDITIONAL LADDER RUNGS (IY SETS) TO 2' MIN, CLEARANCE TO ti ALLO'N ACCESS TO TANKS OR VAULTS O ANY PORTION OF FLOW RESTRICTOR ti , VMEN CATCH IS FILLED WTH WATER TEE INCLUDING ELBOWS , i•2EUPLIING WATERTIGHT IA�- - rl j COVPLINGOR FLANGE r MIN_ A I L A i! I 4�� (6) EVENLY SPACED HOLES ON 10 318- BOLT zRIM: 428.50 \ I I I J CIRCLE FOR BOLTING TO FLANGE CONNECTION -� ELBOW RESTRICTOR, 7 w SEE DETAIL AND NOTE 10 y I f ANGLE AS / -� NECESSARY. �q _ MAX DESIGN WATER SURFACE, _ SEE NOTE 7 ff ' _ - •Jr a, MINI. 2'IIIN. -r .� � w 11� � 1� X7 TOP OF RISER ELEV: 423.11 6" MAX- _ - _ - - - _ _ PLATE WELDED TO ELBO V\ AM PLAN VIEW 0.01'W x 1.01'H ORIFICE AS SPECIFIED. SEE 1YOTE 3 48"0 TYPE 2 18"0 ALUMINUM RECTANGULAR NOTCH ELBOW RESTRICTOR DETAIL LEVEL LINE CATCH BASIN OR ALUMINIZED CONTRACTOR SHALL SEE NOTE 5 ELEVATION PER PLANS STEEL RISER INSTALL FEATURE TO 12-MIN UNDER FftAAIE 8 SOLID COVER (MARKED •ORMW VATH BARREL PREVENT DEFORMATION t1 PAVEMENT LOCKING BOLTS PER STD. PLANS 204-40Ah204,511 OF NOTCH. ISOMETRIC W MIN, ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 PIPE SUPPORTS. SEE NOTE 6 14 1$10 UIN. 1 I OUTLET PIPE. SEE NOTES 1 & 5 NVERT AND ELEVATION PER PLANS 12'SECT" OF PIPE ATTACHED BY GASK.ETED BAND TO ALLONV REMOVAL WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED. SEE MOTE 10 2' MIN. 2' AKIN. 1� SECTION A VERTICAL BAR GRATE FOR SECONDARY INLET HANDHOLDS. STEPS. OR LADDER SEE MOTE 9 (TYP,] INLET PIPE SHEAR {SATE WITH CONTROL ROD FOR OLEANOUTIDRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENTVOTH COVER) PER STD PLAN237.30 NOTES: 1. USE A ILI V I M UM OF A 54' DIAMETER TYPE 2 CATCH BASIN. 2- OUTLET CAPACITY: 100•YEAR DEVELOPED PEAK FLOW- 3 METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL. OR ALIAlAR4UM, ALL OTHER STEEL PARTS MUST BE GALVANIZED VATH TREATMENTS 1, 2. OR 5 4- FRAIL AND LADDER OR STEPS OFFSET S4. A. CLEANOUT GATE IS VISIBLE FROM TOP. B CLIMB -DOWN SPACE IS CLEAR OF RASERAM CLEANOUT GATE, C. FRA41E IS CLEAR OF CURS. 5, IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE' OUTLET PPE TO NAVE SMOOTH O.D. EQUAL TO CONCRETE PPE I.D- LESS 1M'. S PROVIDE AT LEAST ONE r )L .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRIETE WALL (MAXIMUM 3-4-VERTICAL SPACING}. 7, LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOVft & LOCATE ADDITIONAL LADDER RVINGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEIi CATCH BASIN IS F11 I F WITH WATER_ 9. WHEN CONINECTWG TOA NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-NSEAL BOOT PATH CORRUGATED PIPE ADAPTER OR APPROVED EQLIALI, WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL. THEN ELMV RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. VM.E$$0THERW6E NOTED. DRAWING tS MOT TO SCA,IE jNT$I STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE - IIy: �11 DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 y d,'ItGdBmw GATE _-____.....-_..._$_-_--- FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW O LIFT HANDLE SHALL BE ATTACHED PER .MANUFACTURER'S RECOMMENDATIONS V ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTN1 B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 306 AS REQUIRED. 2. GATE SHALL BE 8 INCH DIA. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD, 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7- MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT, 8- FLANGE MOUNTING BOLTS SHALL BE 318" DIA. STAINLESS STEEL. 9- ALTERNATE CLEANOUTISHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 318" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. PUBLIC WORKS DEPARTMENT UNLESS OTHERWISE NOTED, DRA'A ING IS NOT TO SCALE (NTS) STD. PLAN - 237.30 D: TEE SECTION SHEAR GATE GAZ 9/28/2018 I :45 At Vr:hfx'uarks AJr.rl v.apr DATE ELEV.- 420.44 SECTION CONTROL STRUCTURE NOTES: THIS DETAIL IS A SCHEMATIC REPRESENTATION OF THE DETENTION PIPE CONTROL STRUCTURE, SHOWING LOCAT SPECIFIC SIZES AND ELEVATII SEE RENTON ST. PLAN 237.0 FOR TYPICAL INFORMATION 0 CONSTRUCTION OF CONTROL STRUCTURES. ELEV. 420.11 0.47" 0 BOTTOM ORIFICE, ELEV. 418.11 PLAN NEW CB 401 -DETENTION PIPE SYSTEM 13 CONTROL STRUCTURE SCHEMATIC DETAIL C2,2 % SCALE : N. T. S. 0 rc ME a o wNN oc") @� o v� + LL C LD rn o 3`c U � O C N U �p V J N C N a C Y "E W 33 I� J(n n3 m 04 Ln w \ \ U Ln C) o Of Li.l Z Y Li.l U Q m m a N N LLI Q OD O W In Z (n O d Z N Ld � O H Z In LLI > O LIJ H O' W CL J Lu W 06 cn o O a( ', w (1) Lu 0 Cd O Z a � a x ., C� 06 �114 Z 17501 SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-0.1-0.3.DWG Xrefs: [ABDSIGST.DWG] [.\17501-PHASE-DATE-TTL.DWG] # Plotted: 4.07.22-09:41 By.(rvissio) BID #: C3m2 R-419520 Sheet 20 of 40 LO _O O W 036-00" ACCESS COVER 'E. RISER.— INLET/OUTLET ACCESS COVER do RISER, SIZE,. QUANTITY &. LOCATION .MAY VARY, r. . ` J � r CONCRETE TOP STAB I: BIOFILTRATION `• �. ■ CHAMBER.: I I 1 10 I �. CONCRETE. BASE SECTION ti l� E I' I . I .— 1 I . l OUTLET PIPE, ,018.00" MAXIMUM UNDERDRA€N OUTLET fA4.O0" PVC 5LOTiED ORIFICE ■ ■ ■ II I • UN€ ERDRAIN PIPE: OUTL.EC CHAMBER INLET' T PIPE. ' • �' 018.00." MAXIMUM. BYPASS WEIR INLET WINDOW INLET CHAMBER DIVIDER WALt: DRAIN DOWN DEVICE DIVIDER WALL ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY.• SCALE: 1 Of NOT[ 'S: 1 . LEFT CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET A..iN❑ OUTLET CHAMBER. A1lAILABLE 2, CON -FACT OLDCASTLE HNFRAST RUCT JRE FOR 'EiNGiNIEERING ASSISTANCE AND DETAIE DRAW NGS. 3. CONCRETE COMPONENTS SHALL ICE MANUFACTURED IN ACCORDANCE. INITH AS —I i C 8 9 0. C9131 US Patents Pending BioPod TIC Bioffiter TM Oldcastle Infrastructure Underground 0.ACAHCOMPANY THS GOCl;NiENf IS TH�PR£PERhY 0E-0CMf , IrrFP.A Rli1 ,YUHE.IN¢ . IT ICSJBWTTEO FOR r( FPEr'I;E PURPOM r,•RLY ATH3 2HAU.r,T NF r)3=!) IN ANC" r R( N,tAl0US r0 TH F, IN1r,-.4. cs':s' OF 5AO E0 N PANY. C0PYRIW T* 2019 c'r,J CAS'L: IHFRGSf i JCTURF, IN L. I Li. RI GH-$ RF.$ERW O $iaretent€anlIarl with Internal B ass °1G N4' "�' e°° ECO--0161 DATE t3iofiltratian �� BPU-IB B ARG 5 1 19 MJW 5/6/19 SHEET I OF 2 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE CUTLET, 018.00• MAXIMUM - ALTERNATE SIDE PIKE LOCATION UNDERORAIN OUTLET' - ORIFiCE BYPASS WEIR - ALTERNATE SIDE PIPE LOCATION � A INLET WINDOW - DRAIN DOWN DEVICE - 1 INLET, 018.00" MAXIMUM - INLET/OUTLET" ACCESS COVER & RISER, SIZE, QUANTITY & LOCAIIOIV MAY VARY. DMDER WALL INLET, NEARSIDE BYPASS WEIR INLET WINDOW 2.2' [26 OO"] • UNDERDFtAIN OUTLET • DROP ORIFICE, FARSIDE " RECOMMENDED,'. OUTLET. FARSIOE, ' 6" MINIMUM : (AT FLOOR) , DRAIN DOWN DEVICE 81 DIMENSION B DIMENSION, C DIMENSION 6.00` TYPICAL WALL THICKNESS 04,00" PVC SLOTTED UNDERDRAIN PIPE I Al l DIMENSION A A DIMENSION PLAN VIEW TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. 036,00- ACCESS COVER & RISER :. jr •:s SECTION A -A ? raI I L VAULT51ZEt 4EI�3 --------- -' -'-'-' _- A DIM D DIM C DINT FOVAULT OTPRINT1 TREATMENTFLOW CAPACITY (OPNMCFS) ---- --- �a .-'-'-- --'-'-'-'---'--- --'-'--'-' ' - 1.6GPMISF 1.8 GPMISF 1 Al DIM B1 DIN( ! (WA GIILD2) (NJCA7s) _ ............ BPU-681B l 8' 1.S' T 9' 57,610,128 64.810,144 k 5.OV �2.00" MULCH MINIMUM IAINIMUM 18.00' SfarmMix"' MEDIA 6.0DO RAIN ROCK 44.DD" F'VC SLOTTED UNCERDRAIN PIPE SITE SPECIFIC DATA Structure I ___________________ _______________ Model Size ___________. [Orientation (Left or Right) Treatmen#Flow Rate (cfs) T Peak Flow Rate (cFs) ---�-- Rim Elevation Pipe Data Inlet Pipe Lo[aHon (Fr-Ir Pipe Size Pipe Type Invert Eleva#ion — Outlet � -- — - Notes: All Dimensions are nominal, 10=Inside Dimension, CD=Outside Dimension. Z Treartment flow capacity at 1.6 gpmisf media surface area based on an WA Ecology GULq ------ ----- Approval for Basic, Enhanced & Phosphorus. 3 Treatment flow capacity at 1.8 gpmisf media surface area based on an NJCAT Verification & US Patents Pending NJ DEP Certification. BioPoTdI Bioffiter Oldcastle Infrastructure . A CRH COMPANY UndergroundR2 )' p CsJYENTI "HE PR 0 PE R TY CiF 0WC ST LE N F RM'I RLi C TURE, IN L. it Is LjJ ,Ai rT-o S o4 REF:REm Pu RPOS ES OrkIy V1) SHALL ROr BE U S Er,IN ANY WAY :NJ U R IGGS 7.0 THE 171 rER ES TS CF °A G C 0 UPANY. CC PYRI GH f 0 S19 CTD CAS "LE IN F P.ASTR LJC rU R E. Iri C. ALL RI GH Tg R E S ER1F_ B $iarelentianl Vault with !n/erna� n(Stiryj DIiAWENG ND- 1 ECfi 0161 � $€ofiitraEian Y1" BPU-IB g ARG 5 1 19 MJW 5/s/1=SHEET 2 OF 2 CAST IRON ROUND FRAME AND - GRATE (LOCKABLE), GRATE DIA. AND RIM ELEV. PER PLAN (TYP) FINISH GRADE PVC PIPE (DIA. ab - NOTED ON PLANS) _ W/INTEGRAL INLET ADAPTERS ( PVC DRAIN BASIN) DEPTH VARIES (SEE PLANS FOR z n INVERT ELEVS.) 00 v STORM DRAIN PIPE ; I -W/WATERTIGHT JOINT (SEE PLAN FOR SIZE, TYPE, AND QUANTITY) COMPACTED DRAINAGE AGG. �- , , T- :I I BEDDING (TYP) I —I I I I 1-i "- COMPACT SUBGRADE TO NOTES: 95% OF MAX. DRY DENSITY 1. USE ADDITIONAL SECTIONS OF PVC PIPE AS REQUIRED FOR INVERT ELEVATIONS SHOWN ON PLANS (TYP). 2. SLOPE SURROUNDING GRADES TOWARDS DRAIN BASIN (SEE GRADING PLANS). ri5 PVC DRAIN BASIN W/ROUND GRATE c2.i- C2.3 6" MIN 1 /2» = 1'-0» ON FULL SIZE (30»x42») 0 6" 12" 24" TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH TRENCH AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD FINISH GRADE (TYP) PLACE PIPE AT (� FINISH GRADE (TYP) PLACE PIPE AT (� FINISH GRADE (TYP)- OF TRENCH OF TRENCH 10" DEPTH 10" DEPTH W DEPTH W DEPTH W DEPTH SYNTH. TURF , ' ,' SOD/SAND SYNTH. TURF I ,' SOD/SAND SYNTH. TURF MATERIALS MATERIALS MATERIALS MATERIALS MATERIALS o� � o 0 0� o 0 0 �o 0 0 0 0 0 0 0 0 o 0 o o 0 0 0 0 0 0 :::: o 0 0 0 0 :: ::...............:: . AT INFIELD AT OUTFIELD AT INFIELD AT OUTFIELD AT INFIELD O O O O O O O O 0 0 0 0 ::::::::::::::::::::::::::::::::::::::: O O O I :::::::::::::::::::::::::::::: 4 MIN. DEPTH STORM O 0 1::::::::::::::::::::::::::::::::::::::::::::::: 4 MIN. DEPTH STORM O O O 0 0 0 0 O O O O O WATER STORAGE O WATER STORAGE 0 0 0 0�o g:::::0°::8::::::::o::g::o0 = AREA UNDER o 0 0 :::::::000 0000::00::: w , O O OO OO �0000 00 00000 ( � O O O O DO 000°�00000O0000° AREA (UNDER o °oo oo ENTIRE FIELD) I °000 °oo o°ooae +� ° ENTIRE FIELD) 00 0 DODO ocbo ooc�jo oocbo ocb0000cb0000cb oc 47MIN. DEPTH 'ST o° boo boo° 2�-- DRAINAGE AGG. SooOo�SooOo�So o �So°Oo�Soaoo�So o FIELD SUBGRADE Q ooO�0000° �00000O�o — — COMPACTED o000 DODO DODO DODO DODO DODO DRAINAGE AGG., o WATER STORAGE A►�— `boo°�S oo° - DEPTH VARIES a�° o+ o��+ oo° �oo° 4 PERFORATED _ - SUBGRADE (TYP) o DODO 0 000�0000°o c DEPTH VARIES as (UNDER ENTIRE FIEL$ o0 o S 000°p° SEE PLANS ° �o �oo° a POLYETHYLENE PP ( ) as p °oo °oOooU ( ) o00000 ° 0000000O� o000 00 ( ) SEE PLANS as GEOTEXTILE FABRIC — o 00 0 ooc{jo DEPTH VARIES 00000 00 pQo Qo 000000000 LATERAL DRAINLINE (TYP) o a o oo a „ 000 0o aaa C o0000000000 (SEE PLANS) 2 MIN. oo° 0 °o°° ° 2"MIN. DEPTH 2 MIN. DRAINAGE AGGREGATE — oqj °� LEVELING COURSE oo DRAINAGE AGGREGATE LEVELING COURSE goo + 000 GEOTEXTILE FABRIC 000° + �0000 LEVELING COURSE GEOTEXTILE FABRIC 8" PERFORATED COMPACTED o o°"`�"v" LATERAL/COLLECTOR COMPACTED HDPE SUBDRAINLINE SUBGRADE (TYP) _ _ - VERTICAL ,CLEARANCE SUBGRADE (TYP) COLLECTOR INVERT — _III — — » » » ( — ENCH SUBGRADE — — — VARIES (3 MINIMUM/ PREFABRICATED 4 x4 x4 ELEV VARIES) _ _ _ _ COMPACT TO 95% OF PREFABRICATED 8 x8 x4 = — _ — 1 167 MAXIMUM FOR HDPE TEE (OR ELBOW, TYP) = TAX DRY DENSITY) HOPE TEES (TYP) _ _ _ _ - TYPE O CONIC) 4"HDPE DROP (LENGTH ' I = - - — = 8" PERFORATED HDPE '—I � I —I i �= i iI �' SUBDRAINLINE COLLECTOR TRENCH SUBGRADE VARIES -SEE PLAN) (INVERT ELEV VARIES) (COMPACT TO 95% OF PREFABRICATED MAX DRY DENSITY) 8" x8" x4" HDPE TEE TYPICAL COLLECTOR TRENCH TYPICAL LATERAL CONNECTION - TYPE < DRAINAGE AGGREGATE DETAIL FOR BETWEEN LATERALS (LATERAL/COLLECTOR VERT. CLEAR. < 167) 8" PERFORATED HDPE ' SUBDRAINLINE COLLECTOR * IMPORTANT NOTE: SEE PLANS FOR INVERT ELEVATIONS AT COLLECTOR AND LATERAL DRAINLINES. WHERE LATERALS TIE INTO COLLECTOR THE VERTICAL CLEARANCE OF THE LATERAL SHALL BE USED TO DETERMINE WHETHER THE 'TYPE 0' OR 'TYPE <�>' LATERAL CONNECTION NOTED ON PLAN IS USED AT THAT CONNECTION POINT. 17 C2.2 (INVERT ELEV VARIES) PLACE PIPE AT `� OF TRENCH 10" DEPTH SOD/SAND MATERIALS AT OUTFIELD FIELD SUBGRADE 4" PERFORATED POLYETHYLENE (PP) LATERAL DRAINLINE (TYP) 2" MIN. DEPTH DRAINAGE AGGREGATE LEVELING COURSE LATERAL/COLLECTOR VERTICAL CLEARANCE VARIES (16"MINIMUM FOR TYPE O CONN.) L�TRENCH SUBGRADE �=I I Il�COMPACT TO 95% OF MAX DRY DENSITY) TYPICAL LATERAL CONNECTION - TYPE 0 (LATERAL/COLLECTOR VERT. CLEAR. > 16" ) 8" PERFORATED HDPE SUBDRAINLINE COLLECTOR AND LATERAL CONNECTION DETAILS �ttltltitltf� 1» = 1'-0» ON FULL SIZE (30»x42») 0 S' 6" 12" CONCRETE TRENCH DRAIN NOTES: 1. LIGHT BROOM FINISH ALL EXPOSED FACES OF CONC. TRENCH DRAIN. 2. INSTALL JOINTS AT 10' MAX. O.C. AND AT LOCKABLE TRENCH CORNERS, JOINTS IN TRENCH DRAIN GRATE RIM=PER PLANS, SHALL ALIGN WITH JOINTS IN ADJACENT (SEE SPECS) SLAB (SEE DETAIL 28 SIM.) BROOM FINISH PARALLEL CONCRETE PAVING C4.1 WITH GRATE (TYP) OR BACKSTOP 28 CONCRETE CURB (SEE PLANS) TP-PER PLANS c4.1 PAVING SLOPE 1 % SLOPE . d. ° 'D .°pd .p °: D ° D .D.. D.D . p. ° ► d' d e D p° ° ° D D a'. AA p. d 00 00 00 :Z 00 o o. O00oO0o0000 °a:. ° D, d IN. oo0O0000 0o 0 0o O p °D 1d O0o O0O0000 00 00 O0 ;? D..I: O 0 O .•> .. D - I _ I Ed Ed I D ' n A D ° 4 A.- D '�' �0RIENCH CHANNEL CO K100S OR _— °D: ° ED EQUAL) SEE -I .q -I N FOR TOTAL LENGTH CONC. TRENCH DR IN = D. :alp W. ° �° ' — ULL UNITS=39.31' LONG FC = 3000 PSI > .. D 4 tr CALF UNITS=19.69 LONG) D _ #4 REBAR 18» _ d a: _ .a (4)4 REBAR CONT�EE _ ` D ° ..°.: • D — DP DRAIN TRENCH E�i— D° D D _ a e = UTLET, CONNECT TO BRAIN TRENCH WHERE SHOWN ON DRAINAGE PLANS (TYPICAL) COMPACT SUBGRADETO 95% OF MAX. DRY( — DENSITY (TYP) ('16 CONCRETE TRENCH DRAIN C2.2, 3» = 1'-0» ON FULL SIZE (30»x42») 0 1" 2" 4" C2.3 FINISH GRADE (TYP) PLACE PIPE AT � OF TRENCH 10" DEPTH W DEPTH SYNTH. TURF f SOD/SAND r MATERIALS MATERIALS o' o o. o •:::: 0 0 0 0 0 AT INFIELD AT OUTFIELD O O 0 0 O O 0 0 0 0 O O 0............:::::: O O ................................ :::::::00 0 00 r H ST000° 000° COMPACTED 4 MIN. DEPT(Rl�lil — 0° `b oo SUBGRADE (TYP) WATER STORAGE AIR — 000 ooc�j — (UNDER ENTIRE FIErt DRAINAGE AGGREGATE, GEOTEXTILE FABRIC = oo + DEPTH VARIES (SEE DRAINAGE AGGREGATE PLANS), 4 MIN. AT HIGH END OF LATERALS 4" PERFORATED _ 2" MIN. DEPTH POLYETHYLENE (PP) =1 I I—III=�= 11- DRAINAGE AGGREGATE LATERAL DRAINLINE LEVELING COURSE (INVERT ELEV VARIES) TRENCH SUBGRADE " (COMPACT TO 95% OF 4 PERFORATED MAX DRY DENSITY) 18 POLYETHYLENE PP SUBDRAIN LATERALS 1» = 1'-0» ON FULL SIZE (30»x42») 0 S1 6 12 SEE PLANS FOR - SURFACING MATERIALS (TYP) Y �ER � I AND SOD STRIP AAT TRENCH COVER (TY D RAI NAG E----< AGGREGATE FRENCH DRAIN T PERFORATED POLYETHYLENE (PP) . .. �. 101 1,01911,111111 NVIM I S 00 o°o III- - z — z PIPE COVER NOTE: =_� w PROVIDE POSITIVE PIPE 000�°a `booI 80 0 =rc-4 DRAINAGE TOWARDS DOWNSTREAM DRAIN BASINS (SEE PLANS + — FOR DRAIN BASIN o — — LOCATIONS AND INVERT ELEVATIONS, TYP) J�o� ° FRENCH DRAIN � = MIN. 2" MINI•( I III 2" MIN. 2 4" MAX. 12"MIN. 4" MAX. 16" MAX. 8" PERFORATED 19 C2.1� C2.3 POLYETHYLENE (PP) FRENCH DRAIN, rf1 1' = 1' -0' ON NLL SIZE (30'x42") r= aE mm wNN o� C LL 0 C �� rno 3`c w �UU P� UV) OJ C �E a�° �w^ N Z= U rp M Na _2_ �m a W 33 M J(n n3 tj J w \ \ U tj J o o o C) C) U Q C) m to < N N QLd OD O L,J N Z N o a Z N LrJ O — H Z V) > O LL.I H LEI d CIO tl� W � 06 cn Z O O O ;iIo moo H a •� V W U) r-� or- W cd O Z a � a P4 ., co 06 x Z CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C3.1—C3.3.DWG Plotted: 4.07.22-09:41 By.(rvissia) BID #: C33 R-419521 Sheet 21 of 40 LO _O O W 3" COMPACTED DEPTH HMA CLASS Y2" PG 58-22 (CLASS To) ASPHALT CONCRETE PAVEMENT ASPHALT REINFORCEMENT - SYSTEM EXISTING ASPHALT-----' 3" HMA CLASS Yz' PG 58-22 (CLASS 'B') 21 ASPHALT PAVEMENT (PARKING LOT) SECTION C1.1 1-1/2" = 1'-0» ON FULL SIZE (30»x42") 0 2" 4" 8" COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" FINISH GRADE (SEE PLAN) FINISH GRADE Y2"R Y2"R SLOPE* CONC. CURB NOTES: Eii III=1 _ 1. LIGHT BROOM FINISH ALL D. A - EXPOSED FACES OF CURB. ° -41 2. INSTALL -Y8" EXP. JOINTS AT 10' - O.C. AND AT CORNERS. S .. Q.::D = =r HOLE 3. TO LOCATE CURBS, _ - _ ,_LOPE COORDINATES/ DIMENSIONS ARE i = - = OWARDS TAKEN AT 'FACE OF CURB' AS p: ' - .D-_ INDICATED. _I TYP) 4. FINISH GRADE IS TOP OF CURB (2)#4 REB = UNLESS NOTED OTHERWISE. CONCRETE CURB, 5. USE FLEXIBLE FORMS FOR ALL CONTINUOUS- I I-� I -I i '- CLASS 3000 CURVED SECTIONS - NO COMPACT SUBGRADE EXCEPTIONS. TO 95% OF MAX. DRY DENSITY (TYP) * TOP OF CURB SLOPE NOTE: SEE GRADING PLANS FOR SLOPE OF ADJACENT SURFACING AND MATCH TOP OF CURB SLOPE /25\ CONCRETE VERTICAL CURB C 1.1 rm6mImENE1 1-1 /2" = 1'-O" ON FULL SIZE (30» x42" ) » » » C1.2•C1.3 0 2 4 8 CONC. PAVING - WIDTH VARIES (SEE PLAN A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DIRECTIONAL ARROW 1. ALL PAVEMENT MARKINGS 3. SEE PLAN FOR LOCATION SHALL BE THERMOPLASTIC AND EXACT CONFIGURATION OR MEfHACRYLIC RESIN. OF PAVEMENT MARKINGS. 2. ALL PAVEMENT MARKINGS 4. ALL PAVEMENT MARKINGS SHALL MEET METRIC SHALL BE COLOR=WHITE, STANDARDS. UNLESS NOTED ON PLAN. 5. DETAIL GRID = 12" :2:2:: PAVEMENT MARKINGS 80 ORNAMENTAL 31 DISABLED PARKING SIGN C4.7 FENCE c4.1 TYPE R7-8 CENTERED ON PARKING STALL (TYP) 24 2" ASPHALT Ii / C4.1 PAVI N G 27 CONC. BARRIERi : .. p-oFL p Q O c4.1 CURBS TYP x LANDSCAPE `PjITII�G. BED' „ r2f'3 ASPHALT ` -I-I---ICI-I- X �I-iI-------I-I-I 66 REMOVABLE C4PAVING .1 -I- - - --I-I-V-I-I- -I!-I-I-I-I-I-I-I-I-I- - C4.5 BOLLARD -I!-I�I -!I- NOTE: FOR NEW - i I i - i i i I i- L_ 1 1- I!� �- I I I I i 1 -- --- 29 6" REINFORCED SIDEWA - I 41 CONC. PAVING OVER EXISTING PHALT x --II--I-1I--I-II--I-1I--I-II--I •--I--I-1I--I-II - -II -I -I - Ir;IASPHALT I--I-I-I -I - --II2-- "q-I --I--- I- I --I I- I- - I I- - I-IPAVING (SEE 32 I - I --I r -II I- -I-I- -I-I 32 CHAIN LINK I- C4.1 I-ITFENCE I- 4„ WHITE PAINT- - I- STRIPES (TYP) I/ -I -I - I -I- -I -I -I-I -I-I- -I-I-I I-I-I-IsIT �I��II�I�I�I�I�11f�111-� 21 3" ASPHALT ;---I-I-I-1-I- 1-1-I-I-I-I-I- I -I -I- C4.1 PAVING-1-1 _ TYPICAL DISABLED PARKING STALLS C1.1 1/47 = 1'-0» ON FULL SIZE (30»x42») C1,1 1/8» = 1'-0» ON FULL SIZE (30»x42») 0 12" 24" 48" 0 24" 48" 96" COORDINATE POINT LOCATION= FINISH GRADE COORDINATE POINT LOCATION 'FACE OF CURB' (SEE NOTE #3) IS TOP OF - - 6" 12" TOP OF CURB AT DEPRESSED CURB CURB AT 'FACE OF CURB' (SEE NOTE #3) FINISH 5Y211 1" RAMP LOCATIONS (TYP) (SEE PLAN) AREAS AND PLANTED 69 TOP OF CURB AT DEPRESSED CURB GRADE Y2 » R� 1„ R CONCRETE CURB AND GUTTER, WALKS Y2" R 5Y2 1 of RAMP LOCATIONS (SEE PLAN) CLASS 3000 (TYP) I I 1"R CONC. BARRIER CURB, CLASS 3000 D . PAVING (SEE PLAN) • SLOPE* Y2 R CONCRETE CURB & GUTTER NOTES: FINISH ° -, 1. LIGHT BROOM FINISH ALL EXPOSED FACES GRADE A SLOPE* a OF CURB. - �: a._°..D� .° CONCRETE BARRIER CURB NOTES: _ E ° 2. INSTALL -Y8» EXP. JOINTS AT 10, AT ADA O.C. AND ( = 1. LIGHT BROOM FINISH ALL EXPOSED FACES AT CORNERS (SEAL JTS), HOLD EXP.JT. ACCES = �. ° OF CURB. ' d MAIL. DOWN Y2"-1" TO ALLOW FOR JOINT = D. 2. INSTALL h EXP. JOINTS AT 10 O.C. AND = SEALANT. _ AT CORNERS. 3. TO LOCATE CURBS, COORDINATES/ - 3. TO LOCATE CURBS, COORDINATES/ COMPACT SUBGRADE DIMENSIONS ARE TAKEN AT 'FACE OF CURB' - ° ° ` 6 DIMENSIONS ARE TAKEN AT 'FACE OF CURB' TO 95� OF MAX. DRY DENSITY (TYP) AS INDICATED. 4 REBAR14 i 1- AS INDICATED. 4. PROVIDE CURB HEIGHT TRANSITION FROM 6" #- I 1 4. FINISH GRADE IS TOP OF CURB AT * GUTTER SLOPE NOTE: TO Y2", 36" FROM EXPOSED CURB ENDS. BETWEEN JTS. - PLANTED AREAS AND WALKS. GUTTER SLOPE TO MATCH SLOPE OF ADJACENT 5. USE FLEXIBLE FORMS FOR ALL CURVED 5. PROVIDE CURB HEIGHT TRANSITION FROM 6" PAVING. PROVIDE A SMOOTH TRANSITION AT END SECTIONS - NO EXCEPTIONS. COMPACT SUBGRADE TO 95� TO Y2", 36" FROM EXPOSED CURB ENDS. OF GUTTER BETWEEN CONC. CURB & GUTTER AND OF MAX. DRY DENSITY (TYP) 6. USE FLEXIBLE FORMS FOR ALL CURVED CONC. BARRIER CURB (TYP). TOP OF CURBS FLUSH. * PAVING SLOPE NOTE: SEE GRADING SECTIONS - NO EXCEPTIONS. PLANS FOR SLOPE OF ADJACENT PAVING. 26 CONCRETE CURB & GUTTER ("2_�7CONCRETE BARRIER CURB C1.1 6mmEN9 1-1/2" = 1'-0» ON FULL SIZE (30»x42") C1.1 rm6mPmENE1 1-1/2" = 1'-0" ON FULL SIZE (30"x42") 0 2" 4" 8" 0 2" 4" 8" 4" DEPTH CONC. PAVING (TYP) SEE PLAN FOR SEE PLAN FOR SEE PLAN FOR JOINT SPACING (TYP.) JOINT SPACING (TYP.) JOINT SPACING (TYP.) _'s R TOOLED 1 I EDGE (TYP) BROOM FINISH FINISH GRADE, SET TOOLED EDGE _ys" R (TYP) TO EDGE OF TYPNT PAVING (TYP) FLUSH W/TOP OF (TYP)N CONC. PAVING (TYP) ".D .... F 67 ell I .. ° °...° o 0 - - oo�°o o° °�0000°°000 °000 o� °000 o°o� °000°000 000°000°ono goo o0000 ° '0 1( oopO°oOOOooOooO °ooOooO oo ° o 0 0 ° o ° °°pO°pOp°°pO°° °°pOp°°pO°pO°°ppO°° pO° opO °°oopOo oopO°°°pOopO°pO » - 000 oopO00000 ,Q- 0oa°ooa000 4 COMPACTED DEPTH - °° °° ° o° °° o° o° °°000°000°0000 °000°000°00000 o_ °°0000°°°°pOp°000pO - o° o°° °°°°o°° °° °°°°o°°°°°°°°°°° °o°°°oo°°o oo°°oo°°o�°oo _ !'s" MINUS CRUSHED III III III -III I I III=1 I=1 I III III SURFACING BASE COURSE h" THICK EXPANSION Y4" THICK TOOLED JOINTS (SEE PLANS CONTROL JOINT, 2"DEEP COMPACT SUBGRADE TO 95% FOR LOCATIONS) WITH -Y8" R TOOLED EDGES OF MAX. DRY DENSITY (TYPICAL) EXPANSION JOINT CONTROL JOINT (SEE PLANS FOR SPACING) (SEE PLANS FOR SPACING) NOTE: ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING DAMAGED CONCRETE PAVING SECTIONS AT NOTE: COORDINATE JOINT LOCATIONS IN JOINT LINES AND REPLACING WITH NEW CONCRETE ABUTTING WALLS AND/OR CURBS WITH PAVING � PARTIAL PATCHING ALLOWED). JOINTS IN CONCRETE PAVING (TYPICAL) 28 4" FIBER REINFORCED CONCRETE PAVING & JOINT DETAILS 1-1/2" = 1'-0" ON FULL SIZE (30»x42") 0 2 4 C1.2,C1.3 FG=423.33(f ) QRr423.00 PLAYGROUND AC�'�5S\��':�'��':.'��"� 12" DEPTH ENGINEERED CONCRETE RA*/ ;�; ;�; ; '� �; ;�; •' �� ��� ��� ��� ��� ��� ���� , .' �• WOOD FIBER PLAY ���..���..� PLACED CON�� `�`��`��`��`- > �.����.����. \\\\\\\\ \\\� �������������. AREA SURFACING ROUGH TEXTVRI��� . FINISH (TYP) /`/\ /`/\ /`/\ TR-423.50 ' ' ' ' ' ' ' ' ' TR=423.50 TP=423.50 TP=423.50 ':: �' .:. �. ' �� , CONC. SEALANT PAVING (TYP) Y2" (TYP) TOOLED EDGE BROOM FINISH TO Ys"R (TYP) EDGES OF PAVING CONC. PAVING AND JOINT NOTES: FINISH GRADE SET &JOINTS TYP C° ° � ° FLUSH W/TOP OF ( ) ° ° 1. ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING 6" DEPTH CONC. ' ° DAMAGED CONCRETE PAVING SECTIONS AT JOINT LINES AND CONC. PAVING (TYP) I 'I II I I I I 1 PAVING (TYP) -W R THICK �8" R TOOLED REPLACING WITH NEW CONCRETE PAVING (RO PARTIAL EXP. JT. MATE. EDGES (TYP) PATCHING ALLOWED). 2. JOINT SPACING AS SHOWN ON LAYOUT & MATERIALS PLANS. EXPANSION JOINTS 3. COORDINATE JOINT LOCATIONS IN ABUTTING WALLS AND/OR d. WHERE SHOWN ON PLANS ( ) CURBS WITH JOINTS IN CONCRETE PAVING (TYPICAL). °° °o o °°o° °° °°°°°° » 4. WHEN A JOINT IS CLOSER THAN 12 TO A CASTING, ADJUST 000°oo°°000°000°oo°°o°°°o °°o°°°°°° Y4 THICK TOOLED CONC. o°oo °o°°o°° °°° °°oo° » JOINT LOCATION TO ALIGN. WITH OR MEET THE CASTING AT -_ oo° °o°000°000°000 °oo° o°°oo°000°a CONTROL JOINT, 2 DEEP PAVING ° °°° °°° °°° °°° °°°°°° °°°° WITH -Y8" R TOOLED EDGES 90 DEGREES. 4"COMPACTED DEPTH III=1 I III=1 I -I (TYP 5. PROVIDE ISOLATION/EXPANSION JOINTS AT ALL UTILITY ,Y8" MINUS CRUSHED #4 REBAR AT APPURTENANCES (CATCH BASINS, STRUCTURES, ETC.). ROCK BASE COURSE 127O.C. EA. D ° ° 6. HOLD EXPANSION JOINT MATERIAL DOWN Y2"-1" BELOW D I> COMPACT SUBGRADE TO 95% WAY (TYP) °` �� '�'":� TOP OF PAVING. OF MAX. DRY DENSITY (TYP) ° 7. USE FLEXIBLE FORMS FOR ALL CURVED PAVEMENT TYPICAL CONCRETE SECTION SECTIONS - NO EXCEPTIONS. /1 /l k 1 T r) !l I I rl I k I T r� z9 6" STEEL REINFORCED CONCRETE PAVING & JOINT DETAILS 1-1 /2" = 1'-O" ON FULL SIZE (3O" x42" ) 0 2" 4" 8" C 1.2,C 1.3 BR=423.00 ; ; ; ; , f BR=423.00 12" DEPTH ENGINEERED 46. 423 = FG=423.46 FG; ' : WOOD FIBER PLAY 8" x12" %THICK AREA SURFACING STL. PLATE WELDED TP=423.50 �., ; » .... TP=423.50 28 CONCRETE TO POST, MOUNT P ' ' t4..-11� f... 4 :- F 1 GEOTEXTILE FABRIC c4.1 VERT. CURB SIGN TO PLATE W/ °.: °..; ",..'- '� - °��4»MIN DEPTH ' r CONC. PAVING o EPDXY TYP • A • ( ) CONCRETE PAVING. - DRAINAGE AGGREGATE l ..... (SEE PLANS) (SEE PLANS) ..°:. BASE (TYP) =N SL D > . • .:. PLAN n VI ENV �. 3/6' = 1'_0" ON 7 7 7 D D . o s" 16" 32" FULL SIZE (30"x42") �° FINISH MATCH TOP OF RAMP GRADE WITH r28 CONCRETE ����� ���������������/ �o��o���o �������������������� ��III GRADE l I TOP OF ADJACENT CURB/PAVING c4.1 VERT. CURB =1 ' Oil - 191 :. . •., •-•ICI, ��, ,e �� • ��I •• .�/\���/�• .�/�• ��/,• .�/ , - - - - - 1 1 - 1 °'a a = IT- ll o NOTE: _� °I: I BROOM FINISH D D[::.I. TOP OF MOWSTRIP Al . POST CAP NOTE: FOR TYPICAL SIGN CALLOUTS SEE STOP TYPE R1-1 (24"x24 ") SIGN INSTALLATION STOP SIGN (SIMILAR) 2.875"O.D. SCH. 40 GALV. STEEL POST NOTE: PAINT POST & N BACK OF SIGNS (TYP) EPDXY PIPE COLLAR TO CONC. POST BASE FINISH GRADE AROUND h'U51 ROUND CONCRETE FOOTING 120 STOP SIGN DETAIL NOTE: DISABLED SIGN AT CONC. PAVING SHOWN, INSTALLATION IN OTHER LOCATIONS IS SIMILAR. POST CAP 12"x18" SIGN WITH INTERNATIONAL SYMBOL OF ACCESS & 'STATE DISABLED PARKING �1 PERMIT REQUIRED' TEXT AEo 2 875"O.D. SCH. 40 GALV. STEEL POST NOTE: PAINT POST & BACK OF SIGNS (TYP) �EPDXY PIPE COLLAR TO CONC. POST BASE I I II -I I I -I I aa a I;.. i�o - 1.-1A-- El __ D �I.°l ROUND CONCRETE FOOTING 12� DISABLED SIGN DETAIL 31\ REGULATORY SIGN MOUNTING DETAILS 1/2" = 1'-0" ON FULL SIZE (30"x42") 0 6" 12" 24" TRANSITION SIDEWALK WIDTH VARIES -SEE PLAN TRANSITION SHOULDER 10 -0 STANDARD)SHOULDER DOWNSLOPE UPSLOPE SIDE SEE GRADING PLAN FOR SIDE DIRECTION AND AMOUNT FINISH 12" 6"� OF MIN. CROSS SLOP�6^ 12^ GRADE FINISH GRADEmilli �// 'IRRIGATION LINES (WHERE X�/�at �/���/��/��/��/ �/ III -INDICATED ON PLANS inn I,,, 2" COMPACTEb"BE�t - III III I I IERS RE UST y�`SUBDR4IN LINE (WHERE HMA CLASS �'e" PG 58-22 BE PRESENT DURING INDICATED ON PLANS) (CLASS 'G') ASPHALT PAVING ALL APPLICATIONS. / `ELECTRICAL CONDUIT (WHERE COMPACTED SUBGRADE INDICATED ON PLANS) 4" COMPACTED DEPTH L(TO 95% OF MAX DRY CRUSHED SURFACING BASE DENSITY) AFTER GRUBBING 25 CONC. VERT. NOTE: STAKE � OF SIDEWALK FOR APPROVAL PRIOR TO PLACING c4.i CURB TYP OF CRUSHED ROCK BASE COURSE. ANY DAMAGE TO SIDEWALK SHALL BE REPAIRED BY SAWCUTfING AND REPLACING DAMAGED AREAS. NO OVERLAY PATCHES. 2" HMA CLASS �'s" PG 58-22 (CLASS 'G') 24 ASPHALT PAVEMENT (SIDEWALK) SECTION 1/2" = 1'-0" ON FULL SIZE (Wx42») 0 6" 12" 24" C 1.2, C 1.3 RAISED EDGE DETAIL 1 ¢ r LEVEL 1 r2• LXTEN0 StO0VA;_K TRMSVERSF 1' • 7 1' • O' trr ON) R JOaWTS TO INCLUDE RAISED EDGE ROU DING ' r it SIX RAISED EUCE- 1'. o` SIDEWALK DETAIL - TIES SHEEP ALL CUT k, N SLG+P'c5 1rr ON) R. (TYP.) 2D4S 1 FOR CURB DETAILS SEE STD PLAN 10. 1.'- •=tiww.rA.er�..r.sr F� - - - t:h': r.� ADJACENT TO CURB i trr pN] R (rYP.) y 1 r! 1 I LTY111II11 Um SIDEWALK IMTH RAISED EDGE 112- (IN) Ft. (TYP.I .� 1 7E Y .1.5 ,.I BIMOGE OR PF.DESYR" RAILIhaG _ � •� FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101 {STEEP FILL SLOPES) CONTRACT PLATr"5 ___41 /--vAI L OR BARRIER rf 1 1r2• (IN) R. (TYP., SIM FIUSH f YrAL1C �.' .. a• i~ H Ur N) R. VERTICAL WALL- n ,�'� �• 't,� , . SEE DETAIL r ' `• JCt YT FILLER ADJACENT TO CURB ANO RAILING OR WALL PREMOLDED Jt11HT FILLER FOR SID£ TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DEi'A1L SLE OTHER SIDEWALK (SEE NOTE 14) SECTIO.�I$ 1 4 1.55E 6yp.) FOR CURB DETAILS 7.57E MIN SEE STD PLAN 101 ■ w'�' tit+i) PitLlfCkDCD n 17, 1,•I 1,.cr MIN ROU ING �2 0% .- 51 F;NLSHFD GRADE I'(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED f d ° � � ty r � ti ADJACENT TO BUFFER STRIP S L� /-3-'a' ON) PREMOLDED.OINT FILLER A TYPICAL WHERE APPLICABLE ' FOR CURB DETAXS SEE STD PLAN 101 STING ROADWAY CRUSHED ROCK BAS CRUSHED SURFACING TOP COURSE (CSTC) CGU�'ACT TO 95% MCOI=IED PROCTOR [[UNLESS FMCIVREMEHT WANED BY ENGtKEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK CSTC UNDER CURB & GUTTER TO BE W THICKNESS OR MATCH EMTING ROADWAY CRUSUED ROCK BASE. WIRCHEVER IS GRCATEF! (TYP_ FOR ALL CURB b GLMER) 1 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STO PLA, 101 BROOMED FINISH OR MATCH EXISTING t• "CC. SnAOOTH TROWELm PERIMETER CEMENT CONCRETE CURB (CURET AND GUTTER SH C7:: i) FOR CURB DIET NtS SEE Sit] PLJUi 101 NOTES / 1J9• TO 114' de 1 Four l f I -•� . ou Too o the sidewa k width sllali be the minimum pedoslrian soce881ING (OU* (FAM free of vertical and horizontal obstructions. Gratings, Access Covors, Junction Boxes, Gable Vaults, Pul{ Boxes and other appurtenances wtihin the sidewalk must be flush with sulace, anc march grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new construction. When replacement work necessitates a Monolithic Cement Concrete Curb build per W500T Standard Plan F-30.I0•43. 3. Concrete to be 4,000 PSI. PUBLIC �4ORK DEPARTMENT NEW 1.6CO. D. TOP RAIL (TYP) CV ED , ryaN14- �. For other referenced NOTES see STD PLAN 104.2. Paved surfaces must comply with ST❑ PLAN 102.1 as applicable. GOl.TRACTION J009 ■ • IN S1DlEWALI[ 0%LY 5 • ' r - FULL-oEPTIi MCPANSION JOWT IN BOTH -• ■ s . •r CURB AND $IDEIYAEK [SET STd PtAN 101.1) �+8• C CONTRACTION JOINT JOINT AND FINISH DETAIL • , .' �•,, PRE�IaLDe T � • • J04W FILLER E FULL -DEPTH EXPANSION JOINT STD PLAN -- 102 CEMENT CONCRETEit, SIDEWALK 14/ r• NOTE: CHAIN LINK FENCE NOTES APPLY TO BOTH FENCES SHOWN, ATTACH FABRIC TO RAILS AND POSTS W/11 GA. STL. TIES AT 12"O.C., DOUBLE WRAP BOTH ENDS OFF TIES (TYP) 11 1 ASPHALT* �\ C4.1 )PAVING (SIM) 2' 2" EXISTING SLOPE REMOVED (TYP) SLOPE110) GRADE EXISTING ° - GRADE EXISTING - EXISTING I EXISTING PAVING III FENCE POST -Qq FOOTING r2ZN�CONC. BARRIER 26 CONC. CURB EXISTING CURB c4.1 & GUTTER FENCE POST c4.1 FOOTING 9 GA. 2" MESH, ON SIDE OPPOSITE PARKING LOT, HOLD MESH AT CENTER OF TOP RAIL (TYP) SLEEVE NEW GALV. STEEL FENCE POST OVER EXISTING POSTS (TYP) 2„ NEW 1.66'0.D. BOTTOM RAIL (TYP) 2' EXIST. EXTRUDED CURBS TO BE 'N.QIE_ NEW ASPHALT SIDEWALKS OVER EXISTING ASPHALT PAVING OVER ASPHALT PAVING, NEW ASPHALT DEPTH AS REQUIRED EXISTING MILLED PAVING (SEE PLANS & SIM) TO MEET FINISH GRADES SHOWN ON PLANS, HAND 21 TAMP TO CRISP NEAT EDGES EDGES AT 75' ANGLE r32 6' HIGH CHAIN LINK FENCE AT PARKING LOT C1.1 1/2" = 1'-O" ON FULL SIZE (36"x24) 0 6" 12" 24" rc ME a o w") N o� o • LL � r-I 2 LD rn o Q c 3 - w �U �1 U � E UV) EU O C �w�^ zz= a� N C U p V J Na �� Lo rm w� 33 J (n n3 m tri U) \ tri r /A V r ww/N 0 Q H Z Y H 0 C, I C, 1 U 1 <1 N OJ N o°w wzW zo z �(=U CnO (n9J UE2 �s �IIYI Vl Vl i-•1 J 0 +� W �-4 0 a 06 M--1 m Z 1-4 O CO O a p W a� G4 Cn ' W co Cn 17501 SCALE: NOTED C4.1 R-419522 Sheet 22 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG Plotted: 4.07.22-10.09 By.(rvissia) BID #: Ln O O W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE \. . ................ ______________ - .\ 3.6. SYNTNETIO.TURF. . . . . . . `� . . . . . . : ��D:� ::::::::::::::: :.... .:::I ..... `:`.',.,,� . ` . . . . c4.2 INFIELD SURFACING ,..- \. _ TOP OF INFILL MATERIAL SYNTHETIC TURF SURFACE �. ......... � ..................... \ ........ `� FINISH GRADE (SEE PLANS) W/1 �'s"MIN. DEPTH INFILL -: ` ................. MATERIAL (TYP) . . . . . . . . . ............... ................... .\ ...................; • 1 �,s» ....:.................\.................:�:::�:.................., \. ... . �. ;;- ::. .............*......... ::::::::::::::..... .....::::::::::::��.,. ...... ,..:::..........\...............I ::::::\::::..............�.� \. :: :::... \ :::::::::::.......... .........:.: ::::::... ...... ...:::::: \. . . . . . . / . J oo o o »QUICK -C PLEB \.,-.:::::: \ ..................... � .............� .................. \ . = Q =� o°Oo�o � ° �o°o°o�o°o oo°O°��o�o�� o o°o°o°o�°S°o °°° °°$ 2,Y8 MIN. COMPACTED J a` Oo o Oo o Oo Oo Oo o Oo 0 o Oo Oo o Oo 0 SEE IRRI AT i '":::...... ::::::::: ...............:::::: �::......... I::::::::::. �, ................... \ /. ¢ z cv o°08 o°os°o °g o�°8 0°0� �° 0°0°8 s �° \......... �, :::::::::: \.................... \::......:......... \ _ w w DEPTH LEVELING TOP -.... ...... ..:::::::::: ::................... \......................�� ::::::::::: o `r' Z O°Oo O°Oo O°Oo O°Oo O°Oo O°Oo STONE, COMPACT PER / :: :::::::::::: �:.................: ..:. I :::::::::::....::\ . \. Oo OU OoOo OU OoOo O8 Oo SPECS (TYP) ) :... \ ..... \:.. \ ......:::::::::: \ . o w Q O°Oo 0000 0000 000 Oo 0000 / \. ::::::::::::::::: .....................\ :............:::::: \....... �� . \. o0o0Ooo°Ooo°Oo0°Ooo 0 / .. :. I::........::�:::. .... :::::::\�: ::: :::::::I.:.........:::::::::I...\:.-... ::::::: �`C o 09 0 0 o Oo� 6 MIN. COMPACTED . .\ . s � DEPTH LEVELING BASE . ......................\ \.............. . I ....... ::.........., O°Oo O°Oo O°Oo O°O0 OOo O°Oo j ........... . ..........::::::::::::::�:::::::::::::::: ::::.\ :::::............... O 00 o 0,00 O Oo 00, O Oo 00 STONE, COMPACT PER ° . ° d \ ... ..... I ' { ........::. ooOOoo°OOo ooO 00 o°000o° o OO° SPECS (TYP) d . . \. . . / . . . . . . . . . . . . . . . . . . . . . a ..... .....\ �............ .......� ...... I' �....\ 00 00 00 00 O ' . . . . ° •\ . . . . . . . \' . . o ff / , . \...::::.... \ ..................... :::::::: �::::::::::. \........ =�1`fi �= I - 4 MIN. COMPACTED DEPTH ':::�:....::::: :::::: .. - - Ed SURFACE -MOUNT D a.. $ a.......i........................ ::::...... :::::::::: ::..........:: �::::::::�- - - - - - - ...\ .. .. -_ -_ \ \ :. .. ::... ............... - :I :::::::::::::::: _ _ _('STORM WATER STORAGE cos J�ASH RECEPTACLE./ - = ---� ................... -t ::::::: . TYP \ ..... - - - i - _ , a \ \ - AREA ), COMPACT PER �............ �:::�::::::::::::: : �::::::::::::::...... :; �i�- ..........�. \•.1 . 5 DUG UT BENCH & c. ° ..... • • ' ....... ..:::...:.. ::::::::::::::::::::: �1 COMPACT SUBGRADE TO SPECS (TYP) ELF TYP .......:::�:: ::�:......� ......... . y ....... c4.4 SHELF ............ �. ::::::� ::::::.... :I �::........ I �:� ::::::::::::::::::::� \. 95% OF MAX. DRY DENSITY NONWOVEN GEOTEXTILE ..........:.... ...� .... �......... .\ ...... :..... ::: ...... • • . \ TO FINISH SUBGRADE ....... �::::::::::: �::::� ::::: ....... \ _ ::::::: :::.................... FABRIC (TYP) IN INFIELD • •.... I....�:................a \ . .. ...... ......... ..... ...\................ ::.;�::... , d: .° :: . II ............... ...:'� . ......... �� : : 39:: ISYNTHEI�I SODDED.....:("36SYNTHETIC TURF INFIELD SURFACING ° ............. \...:.......: �:......... c4.2 TURF EDGE AT 8....... . • I .............. \ .. ...........::::: ` ..\1 ......... �CONC_ _CURB �::::......, 1'-0" ON FULL SIZE (30»x42») ..\............ .......:\.::::::.......... \:. :::... . ...... :::. \ I........ \.......; » \.......:::.........\...................� :I. : .. . d ° °: e a. , :::�:::: .............. ..:::::::::::: :: \\::.....................I.................. . . . . j -- -- . ......................I................... ; � SYNTHETIC TURF FIELD 12" BALLFIELD PLAZA PAVING ...�::::::::::::40: BAS LAYOUT:::::.::::::: .... �... \.............../ \.......................::::::............. 0 J < w�LL_ �Uo c) w 0 TURF SOD (TYP) 10" OVERALL DEPTH SAND/SOD (TYP) L�-III-III-III I I-III-III-III-II1�4"MIN. COMPACTED DEPTH III -=III=III=III III-III-III=III= DRAINAGE AGGREGATE III.=III-III-III-III-III-III=III ('STORM WATER STORAGE COMPACT SUBGRADE TO AREA'), COMPACT PER 95% OF MAX. DRY DENSITY SPECS (TYP) TO FINISH SUBGRADE 37� SODDED TURF OUTFIELD SURFACING 21.2 2" = 1'-0" ON FULL SIZE (30" x42" ) 0 1 W 3" 6" SYNTHETIC TURF FIELD .:::::::::::::.. I.:::::::::::::::.... :: • \ ::::..,�. COORDINATE POINT LOCATION= COORDINATE POINT LOCATION= - .-%....................: I :::::::. o� ry 5-ROW . BL CH f�S° ::::.......:: ' \ �:::::: ...... ' \ r 'FACE OF CURB' (SEE NOTE #3) BACKSTOP POST 'FACE OF NAILER' (SEE NOTE #3) �::::::.:.........� ..........I..........\.. (TYP) � SEE PEG � � WHERE SHOWN ON PLANS ° :: \......:.. ff Y8"RADIUS TOOLED EDGE ......:::.:... �...... \ \ _'s TOOLED EDGE (BOTH SIDES) E BOTH SI _ \ .....:..:: \.... :.., . - - - I I NOTE: POSTS ARE SET AT EDGE (TYP DES) �7 �........ ::..- :............:::::::::::::::\:::::�::.............� . . . . . . I :.::.. :....:: I.......::: ; :: ....:........... % CENTERLINE OF CURB. (TYP) TOP OF INFILL MATERIAL ..........., TOP OF INFILL MATERIAL I I =FINISH GRADE TYP G� �.....38: •FIELD :EDGE: .............:::::::. \. :::,, -FINISH GRADE (TYP) I I ( ) ° .A All ::::::: ' :::::::::::: :::: :.:: C4;2:.12" : CONG.:.G RB :::::.....::......... :::..; ° �.............. a \ .. \ :::::...:.... ,� • . . \ . . . I 18 CONCRETE r ° ° :::: `:::::::::::::.........\ ............ \. ; \ 36 SYNTHETIC :./ ....... .. 36 SYNTHETIC .................... �::::::::::: ,< c3.3 TRENCH DRAIN :::::::.. c4.2 TURF FIELD , MAWN16 ♦, I I Y I I I ll �I1NIL' _1016 �. a d d d ° . CONCRETE SC RING WORK . POINT I / ° d d :� Ir a SEE iRRIGATION • ••go Nil •• •• •• •• f�� I WAAM • SLEEVE a -.-._._.a_ - ° d - - - - - - _ ` v d d , C4.3 TYP' _ _._:._.�.� .-•-.- :.. :: a g .�� .. a �. WITH Y4"0x3" SPLIT DRIVE _ i i ICI ��� I I -I i iW EXP.-FC 3000 PSI Y2"Ox5' EXP. BOLT ��►1 ' (TYP) q = PINS AT 36"O.C. I I JTS. AT EA. COUNTERSUNK FLUSH) . DRINKING FOUNTAIN I I BACKSTOP POST (TYP) SEE NOTE #2) ° d• ° d ' \ 4 • c4.1 2 4 REBAR �� COMPACT SUBGRADE TO #4 REBAR CONT. (BETWEEN POSTS)TS) 95% OF MAX. DRY DENSITY ° ° , CLASS 3000 CONCRETE CURB SODDED TURF FIELD 4" 4" SODDED TURF FIELD, 2Y4" SET FINISH GRADES FLUSH (TYP) SODDED TURF FIELD TOP SAND / / J 12 CONCRETE CURB AT BACKSTOP d d . a C _ _ _ T _ _ CONCRETE CURB/PAVING NOTES: CONCRETE CURB NOTES: 1. LIGHT BROOM FINISH ALL HORIZONTAL FACES OF CONC. CURB 1. INSTALL JOINTS AT 10' O.C. AND AT CORNERS, TYP. / / - 2. INSTALL JOINTS AT 10 O.C., AT POSTS, AND AT CORNERS, JOINTS IN PAVING AND CONC. 2. TO LOCATE CURBS, COORDINATES DIMENSIONS TAKEN AT SOD SIDE FACE OF TRENCH DRAIN SHALL ALIGN. WITH JOINTS IN CURB TYP. NAILER AS INDICATED / / / / / / / / / / / / / / / / / / / / / / / / / / 3. TO LOCATE CURBS, COORDINATES/DIMENSIONS TAKEN AT 'FACE OF CURB' AS INDICATED 3. SECURE SYNTHETIC TURF TO NAILER PER MANUFACTURER'S RECOMMENDATIONS ///�/i��//,i//, �// 4.SECURESYNTHETICTURFTO NAILER PER MANUFACTURER'S RECOMMENDATIONS 4. KERF PLASTIC LUMBER NAILER AS REQUIRED AT CURVED CONC. CURB LOCATIONS 5. INSTALL BACKSTOP POSTS &FOOTINGS PRIOR TO INSTALLATION OF CONCRETE CURB (TYP). SYNTHETIC/SODDED ("3_�5BALLFIELD PLAZA - PLAN ENLARGEMENT ("3_�8FIELD EDGE AT 12 CONIC. CURB ('S�qTURF EDGE AT 8" CONCRETE CURB 1" = 10'-0" ON FULL SIZE (30"x42") C4,2 i�i..,�� 1-1/2" = 1'-0" ON FULL SIZE (30"x42") C4.2 i�i..,�� 1-1/z = 1'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10, 0 2" 4" 8" 0 2" 4" 8" 4WHITE SECOND BASE LOCATOR MARK _ BASE ANCHOR & FOOTING �4 (TYP) II 'HOLLYWOOD' REMOVABLE 36 SYNTH. TURF PITCHER'S RUBBER WITH BASELINE REFERENCE 4;�;c4.2 FIELD SURF. GROUND SLEEVES & LINES TYP' ' :� el, � ' v' \/ BRISTLE PLUGS (TYP) 4%47WHITE THIRD ��` ��� �� \\ DOUBLE BASE BASE LOCATOR 7Y2" (TYp) i \ ANCHOR & FOOTING I o / MARK(TYP)ASE ANCHOR I \ °000°00000'.:.; . ° ° MATCH To - &FOOTING \ 4 x4 WHITE FIRST BASE O e :' .,.: °o°°�oc�000 PAV NG WI OFNEWE F m a 4"WHITE y.�\ i' \\ LOCATOR MARK (TYP) O°O° O° : •�_; ��e:;:__� °O° O°O EXISTING VING FOUL LINE �� �G�'1 ��qs' �',� 4»WHITE oo ° e°O°: �4 : °�° STRIPE <' ' '> . �,�Q OF FIELD 'Lp F O Oo O ; ; . ,. Oo O O �s N / ��,�; S��F / �s FOUL LINE ° oil° '° °i�rii� °s �s �,- S° -4 W W W N 1 �Iti �i ��\ <, 3 \ STRIPE - NOTE: CONS UCT NEW S o D I D THIRD BASE / �� - c �` 7Y2 e...: •. . TYP I . �'rl�>.. 1 I - - - .:.. ... -SI -cn >.� . PERPENDICULAR CURB MP PER EL I END STRIPE � 7/C� I c�\�` (TYP) / END STRIPE _ _ _ - _ E WSDOT STD. PLAN F-40. 5 04, Jcn AT EDGE OF 4Q�O V?\ AT EDGE OF - -III I -III I - I R'S ADJUST EXISTING JUNCTI N BOX P o I ROTECT EXISTIN IGNAt SYNTH. TURF. I i'�� J`\ _ I SYNTH. TURF. 24"x12» RUBBER TO NEW FINI H GRADE u) L POLE & CROSSW L Al i \ RECTANGULAR FOOTING TC=413.66f UTTON TO REMAIN Al i PITCHERS RUBBER \ ��� - G ANCHOR & FOOTING PITCHER'S RUBBER ANCHORS(TYP)BC=413.16 �w dl d 7 'LF (TYP) - - \ �O PITCHING %`� ff �; . 'HOLLYWOOD' (HP) 'HOLLYWOOD' IMPACT a . 24 / < 36 SYNTH. TC=413.1 a ' a IE CIRCLE �.� HOME BASE (SET KWIK-RELEASE BASE Li t 4:69af -a SLOP THIRD BASE '� DOUBLE FIRST FLUSH WITH F.G.) c4.2 TURF WITH GROUND SLEEVE 36 SYNTH. TURF Q BC=413.11 F d LOCATION q�i BASE LOCATION W/GROUND SLEEVE FIELD & BRISTLE PLUG (TYP) c4.2 FIELD SURF. TC=413.09 a J 11� (UA IES) 99 (TYP) c,�, (TYP) SURF. BC=413.0� :?: ° 8 f 413. N TP Q 41 .78 ° :. NOTE: SEE PITCHERS a - TR41 .72 o.00° �_4 o.RUBBER INST. DETAIL TP=41CIO°Oo o ; „ o o°O) o 0 o°Oo °Oo 1 - - 0 0 0 :�:: .� i O O O O .: ;: 0 0 (SIM.) FOR DBL. d O°Oo O Oo 000 000o O° ; p Oo 000 ANCHORS AT �o 1 3r. d �- O OHO O O O O O O O O O 'HOLLYWOOD' DBL. wLIj � THIRD BASE FIRST BASE ��o -; o� M r a N MATCH TOP OF NEW o ° o 0 0 O FIRST BASE COACHES BOX COACHES BOX O O ::'}:' O O O O O O :• O O O PAVING WITH TOP (DIMENSIONS TYP SI _ - r:':� ' ' SI CENTER NEW ADA RAMP \ OF EXISTING PAVING 3'-0" 6" I �3 FOR THIRD BASE) - - HOMEIII ASE PAVING WITHIN LIMITS OF I \ N (AT EXISTING-CONC. - - - \ CURB CORNED T D A FF o = � I �"I_ - DOTING = , , , I , � , ,�_ 0=p�r� (TYP) EXISTING ADA RAMP TC=413.49f I o \ � 60 BASELINES i 12 x12 NOTE: SHAVE SYNTH. TURF 12 x12 / 4" WIDE WHITE SYNTHETIC TURF _ I SQUARE 'TUFTS' UNDER HOME PLATE EXI SQUARE Q BC=412.99 LIj ~IDEWALK W .(FABRIC IS CONTINUOUS UP MATCH TOP OF NE o PED,, STITCHING LINES (TYP) NOTE. TO GROUND SLEEVE) PAVING WIT TOP w w w NI o INSTALL PITCHER'S RUBBER AND BASE EXISTING P VING � I ANCHORS PER MFR'S RECOMMENDATIONS HOME PLATE ANCHOR BASE ANCHORS /TYP / o HOME PLATE PED,. AND PER DETAIL TYP °� L/ W W `N DIMENSIONS ARE TAKEN AT OUTSIDE EDGE I 41 (TYP) 17' BATTER'S � � � I � 99 n r (APEX) OF FOUL LINE INTERSECTION BOX c4.2 P ITC H E R' S RUBBER, NEW ADA RAMP AND PAVI N G ("4_�oHOME PLATE Z PITCHER'S RUBBER Z BASE LAYOUT 41 HOME PLATE, AND BASE ANCHOR INSTALLATIONS ("4_2 ADJUSTMENT AT EAST SIDE OF UNION AVE NE ��2i�i..,�� 3/16" = 1'-0" ON FULL SIZE (30"x42") ��2i�i..,�� 1" = 1'-0" ON FULL SIZE (30"x42") ��3i�i..,�� 1" = 5'-0" ON FULL SIZE (30"x42") 0 16" 32" 64" 0 3" 6" 12" 0 3" 6" 12" rC ME a � w) - � Q c U � L) 2 ° � QJ C �/ U c0 V J U C �� w a 33 i••��-i F�JLn n3 0 m IN L0 Sri 0 0 W Z Y W U Q N OJ N 0 �o o°w wzL zo Ld Z 1<(=U vwi0 (n�J V9, CL m a V) N N LLJ 00 Q O 10.0 N 0 0 Z W W 0 > 0 0 ILL] J � Q INNNNN C O W � � 0 a 06 `-' m � Z 0 ~ � o W P4 •� s~ W INNNNN co EMISSION C4m2 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG II Plotted: 4.07.22-10.11 By.(rvissia) BID #: R-419523 Sheet 23 of 40 LO _O O W ANGLED SECTION (LEANS 10.728 52 DUGOUT ROOF C4.4 FRAMING 0 51 DUGOUT Y c4.4 PLAN VIEW Q 'ENLARGEMENT' 0 I cV cV I 1 52 DUGOUT ROOF STOP IWING "'moil O rii rii �' 9 10 11 12 rr rrrrr /rrrrxr � rrrrrr 'rrrrr 47 BACKSTOP POST ri i r C4.3 & RAILS TYP FOUL LINE ANGLED SECTION/4' HIGH 5 WOOD BACKBOARD LIMIT ALL PAS HOME PLATE (SEE PLANS) I LOCATION 46 BACI STOP BACKSTOP C4.3 PRO ILE \ POST AX 4I 41, f� JTS. AT I CURBAI' 41, ll 6» " FACE OF ;3 I CONC. CURB Al f TYP. BACKSTOP 15-2 POST AT CORNER w OF CONC. CURB '2 J (BACKSTOP POSTS 6 & 8) J I I A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE BACKSTOP NOTES: • CHAIN LINK FABRIC: SHALL BE 6 & 9 GAUGE CORE WIRE WHERE SHOWN ON DETAILS; KNUCKLE SELVAGE TOP & BOTTOM. NOTE: ALL REFERENCES TO GAUGE REFER TO CORE WIRE GAUGE. 13 • POSTS: SHALL BE 47O.D. GALVANIZED STEEL WITH INTERNAL 15 DEGREE SLEEVE AND FLAT BAR SIZED TO FIT INSIDE SLEEVE (POST 7 IS 10.7287 DEGREES); WELD SLEEVE AND FLAT BAR ASSEMBLY INSIDE IN -GROUND POST WITH CONTINUOUS WELD AND THEN WELD ANGLED POST TO SLEEVE WITH CONTINUOUS WELD; WELD DOMED POST CAPS TO TOPS OF POSTS WITH CONTINUOUS WELD; GRIND FLUSH & SMOOTH ALL WELDS AND PAINT WITH 'ZINC -RICH' PAINT TO MATCH GALVANIZING (SEE DETAILS). • RAILS: SHALL BE 1.667O.D. GALVANIZED STEEL; COUPLE ALL RAILS TO POSTS FLUSH WITH FIELD SIDE OF 47O.D. POSTS. SET ALL RAILS LEVEL TO CONFORM TO LEVEL CONCRETE BACKSTOP CURB. • WIRE TIES AT WING FENCES: SHALL BE 11 GAUGE STEEL TIES AT 12" O.C. • WIRE TIES AT ANGLED CENTER SECTION: SHALL BE 11 GAUGE STEEL TIES AT 6" O.C. (BEHIND HOME PLATE). • STRETCH ALL FABRIC TAUGHT: MATCH ALL FABRIC WEAVE LINES (TYP). • CHAIN LINK FABRIC LOCATION: TO BE INSTALLED '1 48 BACI STOP POST ON THE INSIDE (FIELD SIDE) OF BACKSTOP AND C4.3 F00 ING TYP 'WING FENCES' (TYP). _— J • IMPORTANT: SET BACKSTOP IN -GROUND POSTS r45*� BACKSTOP PLAN VIEW PRIOR TO PLACING CONCRETE CURB. 1" = 10'-0" ON FULL SIZE (30" x42" ) 0 2.5' 5' 10' TYPICAL CHAIN LINK WIRE TIES NOTES: • ATTACH CHAIN LINK FABRIC TO RAILS AND POSTS W/11 GA. STL. WIRE TIES DOUBLE WRAPPED AT 12"O.C. • USE WIRE TIES OF PROPER LENGTH TO FIRMLY SECURE CHAIN LINK FABRIC TO POSTS AND RAILS. • ATTACH WIRE TIES AT ONE END TO CHAIN LINK FABRIC, WRAP WIRE 1.6670.D. RAILS AROUND POST A MINIMUM OF 180 DEGREES, AND ATTACH OTHER END TO (NOTE: ALL RAILS SET 4"(TYP) DOMED POST CHAIN LINK FABRIC PER ASTM F626 USING STANDARD ROUND WIRE TIES FLUSH W/FIELD SIDE CAP (TYP) WITH EITHER A PRE -FORMED HOOK OR PIGTAIL AT ONE END, DESIGNED FACE OF POSTS TYP) TO ENGAGE ON PICKET OF THE CHAIN LINK FABRIC AT THE PRE -FORMED - END, WRAP AROUND THE RAIL AND WRAP AROUND ONE PICKET OF THE 4"O.D. BACKSTOP CHAIN LINK FABRIC AT LEAST TWO FULL TURNS AT THE OTHER END IN A POST MANNER THAT WILL DRAW UP TIGHTLY AROUND THE RAIL OR POST. • BOTH ENDS OF ALL WIRE TIES SHALL BE DOUBLE WRAPPED WITH AT 9 GA CORE WIRE UPPER FABRIC — THROUGH ANGLED CENTER SECTION 6 GA CORE WIRE LOWER FABRIC — THROUGH ANGLED CENTER SECTION 9 GA CORE WIRE UPPER FABRIC (TYP) 47O.D. POSTS (TYP) 6 GA CORE WIRE 1.66"O.D. RAILS (TYP) LOWER FABRIC (TYP) _A _ I _ I I \ I `.❖.❖.❖.❖.•w"VA❖. ♦.........�.♦ 1 2 3 4 1.667O.D. BOTTOM BALL PASS RAIL (TYP) LOCATION 1.66"O.D. BOTTOM RAIL (TYP) 46 BACKSTOP PROFILE C4.3 1" = 10'-0" ON FULL SIZE (30" x42" ) 0 2.5' 5' 10' GALVANIZED SPLICE POST (SIZED TO FI_ INSIDE 47O.D. POST GALVANIZED SPLICE POST (SIZED TO FIT` 00 INSIDE 47O.D. POST) -Y4"THICK REINFORCII GALV. STET BAR (TYP) NOTE: INSTALL SPLICE 470.D. POST POST OVER INTERNAL COLLAR/INGI REINFORCING FLAT BAR GALV. STEEL AND WELD SPLICE POST SPLICE POS� AT ANGLED JOINT. BACKSTOP — 15 DEGREE SPLICE POST CONNECTION DETAILS 1-1/2" = 1'-0" ON FULL SIZE (30"x427) (2 OR 4)2x12 PRESS. TREATED WOOD o 2" 4" s" BACKSTOP BOARDS BOLTED TO ANGLED CENTER SECTION OF BACKSTOP 470 D. POST (LEAN 10.7287 TOWARDS FIELD) COVERED DUGOUT NOTE: BEND ENDS FOR KNUCKLE SELVAGE ON ANY CUT FABRIC (TYP) 4/ 1BACKSTOP c4.3 POST AND RAILS (TYP) _,--47O.D. POSTS (TYP) 6 7 8 � 9 10 \\ 11 12 13 (4)2x12 WOOD (2)2x12 WOOD BACKSTOP BACKSTOP BOARDS, BOARDS THROUGH WING FENCE 1" MAX CUT BOARD ENDS (SEE 49 FOR CONN.-TYP) SPACING (TYP) TO MATCH ANGLE c4.3 OF POSTS (TYP) (AS VIEWED FROM BALLFIELD SIDE) �JI END VIEW *IMPORTANT* NOTE: BACKSTOP POST 7 ONLY LEANS IN TOWARDS THE FIELD 10.7287 DEGREES, INSTALL A 10.7287 DEGREE SPLICE CONNECTION SIMILAR TO THE 15 DEGREE SPLICE CONNECTION USED AT THE OTHER BACKSTOP POSTS. (ALL OTHER DIMENSIONS OF THE SPLICE CONNECTION REMAIN THE SAME). 1.667O.D. RAILS (NOTE: ALL RAILS SET FLUSH W/FIELD SIDE FACE OF POSTS TYP) 47O.D. BACKSTOP POST B� FENCE FABRIC (ON - FIELD SIDE, TYP) 3'x3"xY4" GALV. STL. ANGLES, ANGLES p 47O.D. 1.66"0.D. RAIL ' WELDED FLUSH WITH FIELD SIDE FACE S�E� � �� ANGLED 15. (SET FLUSH OF 4"O.D. POSTS (TYP, SEE 49 ) \ POST (TYP) W/FIELD SIDE CUT(-- I FACE OF '2'- c4.3 STEP 2 _ r, \ 7 5• T \ I POSTS TYP) �_ CUT I I \ TOP 0 \ I CJP FIG AT SYNTH. 1�7.5 I \� CONCRETE TURF (TYP) I \ CURB D 127(MIN.) O . .•1'. sG V° •.: PAD.. �/ .p°. •.•. FABRIC INSTALLATION ON INSIDE (FIELD SIDE) OF o o, ;� '� : }vow) I.:: r o BACKSTOP AS SHOWN ON BACKSTOP PROFILE. �e o + I -+I` 1= POST FOOTING + D I =/.�y/�\ POST o `R a k . o . t...: : G:� FOOTINGA. D. RAILS 38 FIELD EDO 9� a ., ° ' ... I "::D �38FIELD EDG�IAi SAILS TYP c4.2 AT 12 �+ = 4"O.D. INGROUND Z I SPLICE �.2AT 12VA CONC. �q p. D . _ `. I 15 DEGREE 'G:�: CONN. CONC. �I (- CURB I POST (TYP) - I P CURB — 24" DIA. x 72" DEEP 24" DIA. x 72" DEEP ': i :�[ :�:�:.:, �_ J SPLICE CONN. D.;'�� _ - BACKSTOP FABRIC y SEE DETAIL : > . CLASS 4000 CONCRETE (SEE PROFILE) - CLASS 4000 CONCRETE a;�.. I� = BACKSTOP POST FOOTING, III— i i �" BACKSTOP POST FOOTING, FIELD SIDE I PLAZA SIDE STEP 1 STEP'2' STEP 3 INGROUND 24 CENTER ON 4 O.D. POST 24" CENTER ON 4"O.D. POST ' ' ' ' ' ' " INSTALL 4" O.D. INSTALL 15 DEGREE INSTALL 4" O.D. COMPLETED POST LOCATION (TYP) 4"O.D. POST -- -�.� DOUBLE WRAP ALL LOCATIONS (TYP) INGROUND POST SPLICE CONNECTION ANGLED POST INSTALLATION WIRE TIES (TYP) BALL PASS NOTE. PROVIDE (1) 67 DIA. HOLE IN WOOD (SEE DETAIL ABOVE) BACKSTOP POST FOOTING BACKBOARDS FOR BALL PASS BETWEEN POSTS 5 & 6, NOTE: INSTALL 15 DEGREE SPLICE CONNECTION IN SLEEVE ORIENT ANGLE DIRECTION ATTACH ALL RAILS I 1.66"O.D. TOP, MID, VERTICALLY CENTER BALL PASS BETWEEN TOP TWO BOARDS (TYP) PER PLANS AND WELD TO SLEEVE WITH CONTINUOUS WELD AT JOINT. INSTALL ANGLED FOR POST 7 ONLY TO POSTS WITH I OR BOTTOM RAIL, ALL BACKSTOP POST ON SPLICE CONNECTION AND WELD WITH CONTINUOUS WELD AT JOINT, OFFSET BANDS SO I RAILS TO BE SET BACKSTOP POST FOOTING FOR PAINT ALL WELDS TO MATCH POSTS. COUPLINGS AND FLUSH W/FIELD SIDE BACKSTOP POST INSTALLATION STEP ELEVATIONS °\ RAILS ARE SET FACE OF POST (TYP) POSTS 1-6 & 8-13 TYP FLUSH W/FIELD SIDE \0 \� OF POST (TYP) ° �� SECTION AA (TYP ALL RAILS) °\ 1-1/2" = 1,-0" V1 ° PAINT ALL FLAT BAR TO NOTE: NO RAIL AT ",° MATCH POSTS (TYP) �' THIS HEIGHT FOR N TOP OF CURB / LOCATIONS WITH 4 ° � I ° ° `� � ° BACKBOARDS PAVING = 425.04 ° (FIG FIELD=425.00) I° I nl I° nl 2%Y4" THICK GALV. FLAT I° ;;I 10'-0" (TYP) BAR, LENGTH AS REQ'D FOR 2 I;; UNLESS NOTED OR 4 BOARDS, WELDED TO j: ;;� _ _ ��� ;;� FIELD SIDE OF POST TYP r - - r - - DRILL Y16" HOLE AT BASE OF (FOR 202 PRESS. TREATED EACH POST ON FIELD SIDE BOARDS, SEE 48 SIMILAR) (TYP) NOTE: DRILL HOLES THRU POSTS AND SLEEVES r48 BACKSTOP POST I II�_�I I I I�-yl I AFTER ALL POSTS AND RAILS r.4 FOOTINGS TYP ' I A I I I I A I I ARE INSTALLED (4)2x12 PRESS. TREATED WOOD BACKSTOP BOARDS BOLTED TO 3" x3" xY4" GALV. STL. ANGLES, ANGLES WELDED FLUSH WITH FIELD SIDE FACE OF 4O.D. POSTS (TYP, SEE 49 ) C4.3 CONC. PAVING (SEE PLANS) LEAST TWO FULL TURNS OF TIE WIRE AROUND CHAIN LINK FABRIC. FENCE FABRIC (ON� • BEND EXPOSED ENDS OF WIRE TIES TO MINIMIZE HAZARDS TO FIELD SIDE, TYP) INDIVIDUALS AND CLOTHING. -- 1.66"O.D. RAILS ' FENCE POST RAIL NOTES: (SET ALL RAILS N FLUSH W/FIELD • SET BACKSTOP 'WING' POSTS 1-6 AND 8-13 TO SIDE FACE OF POST (TYP) LEAN DOWN BASELINE AT 15 DEGREES AS POSTS TYP) -- NOTES) DETAILED. SET POST 7 ONLY TO LEAN IN FIG AT SYNTH. U., TOWARDS FIELD AT 10.7287 DEGREES (SEE DETAIL). TURF (TYP) H RAILS TO • SET EACH ROW OF RAILS LEVEL TO CONFORM TO `V PO WITH LEVEL TOP OF CURB. 127(MIN.) _INGS (TYP) . STRETCH FABRIC TAUT (TYP). 15• LEAN ANGLE °\ (TYP ALL BACKTOP - ' WING FENCE POSTS) a\ I:1 I_l 47� BACKSTOP POST AND RAILS �.3i�i..,�� 3/4" = 1'-0" ON FULL SIZE (30"x4f) (AS VIEWED FROM FIELD SIDE) 0 4" T 16" 'CONC. PAVING (SEE PLANS) TOP OF i CONC. CURB 48 BACKSTOP POST FOOTING SECTIONS C4.3 �� 1/r = 1'-0" ON FULL SIZE (30"x42") (UNLESS NOTED OTHERWISE) o s' ,r za^ c;u i 5 i u MA I (;ti OF BACKSTOP POST ANGLE (TYP) WOOD BACKSTOP BOARD ELEVATION 3" x3" xY4" GALV. STL.- ANGLES WELDED FLUSH W/FIELD SIDE FACE OF POST, EASE ALL EXPOSED EDGES 4O.D. SOCCER SCREEN POST (TYP) NOTE: MIDRAIL NOT SHOWN FOR CLARITY v� �I �-Y4" MAX\- Ln I L I I\LJJ. I I,EATED WOOD BACKSTOP (TYP)(2)�'8 GALV. CARR. BOARDS (2 OR 4) BOLTED TO GALV. BOLTS, WASHERS AND STL. ANGLES, EASE ALL EXPOSED NUTS PER BOARD, PEEN WOOD EDGES Y4" RADIUS (TYP) BOLT ENDS (TYP) as\ WOOD BACKSTOP BOARDS — ELEVATION AND DETAIL C4.3 1/4" = 1'-0" ON FULL SIZE (30"x4f) (UNLESS NOTED OTHERWISE) 0 6" 12" 24" SECTION„ AA ,(TYP) 3 = 1 -0 ON 0 1" 2" 47 FULL SIZE (30" x42" ) r= ao mm wNN o� C 49 D cc • LL C rn o 'A 3`c w 0:6U �1 U � E UV) O C �w�^ Z. U z Na V J M _a)_ �m 33 J(n n3 m 04 Sri U Sri o o W Z U Q N O Z � O o'w \ wzN zo Q=W �4 Wz ��(D cno (nQJ Uw J� a w 111111 J O LU � � 0 a 06 `—' m � Z " 0 ~ � o W CIO W cd CIO . F-4 17501 SCALE: NOTED CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C4.1—C4.7.DWG // Plotted: 4.07.22-10.15 By.(rvissio) BID #: C4.3 R-419524 Sheet 24 of 40 LO _O O 0 W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE v pa pQ.. v. v. Q c_ c C G G _ p d a'a' a d v .Q 4 d C °" a v v a ° yr" a cv Q' °°" " .° ." o 0 53 °° N T. 55 DUGOUT° & RO F r,54 DUGOUT V. a A. P° C4.4 a° 4SUPPORT SEC 10.: END WALL° ELEV. . v pa r55 STOAE° WA a v ° ASH VCPT aALE SHELF ap a Q " 4 SB REE p. OOTR DUF d 3Y T a: POST &:SCREEN v Ivy " p TYPa r--.. v ----------- --- - X--�XX - a XX-" ° -X -- - - -X - X�--X -- X -- --X---X o -X a a ° ° v.' A v" d N v4 p a a a TR Sli l a >Q EDGE OFp' aa . < DUGOUT ° a I II Q a ° a DUGOUT ROOF . ° °BEN ° ". a �, v ° d a. » , p a" NO ° a c .Q . . 6 ' °- Q v a.. a CD Nva ° ° a a o a: a :" "° a 424.997(TYP) a Qa I � a ° 8 v p d' 0 I a"Q. a. v:.1III a• G TC/Pa425.00(YP) ." C 4 ° 57 BAT C4 a. ° ; v : : av:I p.:. I Q° TCAK a°GRATE a Qa a a° . aa,aa ° a .....:.. ..:.. • a : ::� ..'. o.' 1 '. iCT'X.-)i X i� X�7#7--v �Xrr.X� -X Y X- ii JC . .M- X�T�C-�S% )C-X�X... X. X. X��X :v %:�T%i : X4r �X�si(. ;a 3C X-.: :. �•. a...... .......... ...... ........, i............. .......... .... I ............... �, i........ ............ :,- '�=--'12" CONC. '�=�- ... . ......... - ..... TP=425.04 TYP 10'-0» I CURB 1 p'-0» I 10'-0» ..... I : : TP=425.04 TYP FG FIELD=425.00 TYP I FENCE FABRIC FG FIELD=425.00 TYP .... ......... ... ... NOTE: ....I::. 48 BACKSTOP POST I FOR DUGOUT ROOF 1 47 BACKSTOP POST c4.3 FOOTING TYP FRAMING SEE 52 c4.3 &FOOTING TYP ANGLED 1 c4.4 DUGOUT ROOF 20'-0" (DUGOUT AREA) OVERHANG (SEE DEfNLS) si DUGOUT PLAN VIEW 'ENLARGEMENT' C4.3 3/8" = 1'-0" ON FULL SIZE (30»x42") 0 8" 16" 327 10'-0" 2„ , 9p_8» 2» rf 2x6 GALV. STEEL ROOF PURLIN END/FASCIA (TYP) -_ 2x4 GALV STEEL ROOF SUPPORT PURLINS AT 30" O.C. (TYP) 2x6 GALV. STEELi--�-J ELEV=433.21 ELEV=433.21-- ROOF SUPPORTS (TYP)} BACKSTOP MID RAIL (TYP) 4"O.D.� BACKSTOP POST (TYP) TS=499.50 AT FIELD 12" (MIN )- 10'-0" 1 47O.D. ANGLED ROOF I SUPPORT POST (TYP) I ' DUGOUT BENCH & SHELF (SEE SPECS), SURFACE MOUNT LEVEL AND PLUMB PER MANUFACTURERS RECOMMENDATIONS / ram-• TC=425.04 GRATE=424.99 NOTE: FIRST BASE LINE DUGOUT SHOWN, THIRD BASE LINE SIMILAR) -DUGOUT ROOF SUPPORT POST (BEYOND) -20 GA. CORRUGATED STEEL ROOFING PANELS ATTACH TO FRAMING WITH #12 x 1" LONG TEK SCREWS & NEOPRENE WASHERS (SIDE LAPS SHALL BE SECURED WITH #12 x 78" LONG TEK SCREWS & NEOPRENE WASHERS), SPACING OF ALL SCREWS PER STEEL ROOFING PANEL MANUFACTURER (TYP) -1.667O.D. TOP RAIL, SET FLUSH W/PLAZA SIDE FACE OF POSTS -9 GA CORE WIRE FABRIC (TYP) -1.66"O.D. MID RAIL, SET FLUSH W/PLAZA SIDE FACE OF POSTS 56 DUGOUT ROOF c4.4 POST MOUNTING -TP=425.17 28 CONC. c4.1 PAVING INA D .. °" 131. T�Qr D Ell » » D 4.. 18 DIA.x36 DEPTH CONC. - FOOTING AT EACH POST =1I I i I- I (SEE DETAIL 56 TYP) "'° n "•. 'D I- ' III I 1(- DUGOUT ROOF CONSTRUCTION NOTES: c4.4 • ROOF SUPPORTS - 2x6 GALVANIZED TUBE STEEL; BOLT 2x6 TS ROOF SUPPORTS TO 40.D. BACKSTOP AND ANGLED ROOF SUPPORT POSTS WITH TWO (2) h" DIA.x8" M.B. AT EACH POST. • ROOF PURLINS - 2x4 GALVANIZED TUBE STEEL; WELD 2x4 TS ROOF PURLINS AT 30" O.C. TO 2x6 TS ROOF SUPPORTS FLUSH WITH TOP OF SUPPORTS (END ROOF PURLIN/FASCIAS ARE 2x6). • ANGLED ROOF SUPPORT POSTS - 4"O.D. GALVANIZED STEEL, BENT (4;W ABOVE BASE) AT 15 DEGREE ANGLE TO MATCH BACKSTOP POSTS; WITH WELDED Y2" STEEL PLATE MOUNTING BASE (SEE DETAILS); BOLT 2x6 TS 71 ROOF SUPPORTS TO 4 O.D. POSTS. • TOP, MID AND/OR BOTTOM RAILS - 1.66"O.D. GALVANIZED STEEL; COUPLE TO 4O.D. POSTS FLUSH WITH PLAZA SIDE OF POSTS (SET ALL RAILS LEVEL). • 4" AEP METAL ROOF FLASHING TO BE INSTALLED AROUND PERIMETER OF ROOF AND METAL ROOFING CONNECTIONS. • PROVIDE CORREGATED CLOSURE STRIP (VISTA FOAM) AT EACH PERLIN. ('5_5 DUGOUT & ROOF SUPPORT SECTION �.4 1 /2" = 1'-0" ON FULL SIZE (30" x42» ) 0 6" 12" 24" 52 DUGOUT C4.4 ROOF FRAMING ELEV=433.49 10'-0" 10'-0" 61Y16' 7Y4» 132Yl6"f I3678"f 43Y8"t �� DUGOUT ROOFING ELEV=437.42 27'-6 ELEV=436.90 i L I FV=435.4n 15° u - _- LEV=433.90 -ELEV=433.21 ' ���i�i��►'�ii•��w��y��•►�i`'�z�i���i�i'�ii i�%►i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�' U.114MM, Zeal - was I - - - • • Boom - • C4.4 114 = 1'-0" ON FULL SIZE (30" x42» ) 0 12" 24" 48" 4"O.D. ANGLED ROOF SUPPORT POST (TYP) B 10" O.D. Y2" STL. MOUNTING BCONC. PAVING PLATE (TYP) o Fi °o C D: o 0 0 I EXP.BOLTSi::d (TYP)4 - CONC. POST FOOTING I 1 " I, 1 1I I B SECTION AA (AS VIEWED FROM PLAZA SIDE) 1, DD (a �L 4" 0. D. / POST (00 1CO. D. I I Y2" STL. MOUNTING I 5„t PLATE (TYP) 10la MOUNTING PLATE -PLAN (4)% x8 10" 0. D. Y2" STL. 15° EXP.BOLTS ° MOUNTING () TYP 4"O.D. ANGLED PLATE (TYP) ROOF SUPPORT 1.66"O.D. 4 ' ( ) 10"O.D. Y2" STL. „ °°4 O.D. °ate; POST POST TYP i MOUNTING PLATE, RAILS (TYP) WELDED TO BASE :r °. N f .- OF POST (TYP) AID °:_:a_ A _. D I D I.I. .. •A D CONC. POST",r. I D FOOTING a s ,.. :. ' .1� �1`.: ° ' �:: o'. i if A D ON -:SF RINK 6.. Ial .. tul. le rl GROUT (Y2"f ) PLAZA SIDE POST -PLAN SECTIOND BB (3 TOTAL PER DUGOUT) (4)W'0x8" - EXP. BOLTS, NUTS, & WASHERS (EQUALLY SPACED TYP) 1-1/2" = 1'-0" ss\ DUGOUT ROOF POST MOUNTING DETAILS C4.4 3/4" = 1'-0" ON FULL SIZE (30»x42») (UNLESS NOTED OTHERWISE) 0 4" 8" 16" 27'-6" (DUGOUT ROOF FRAMING) O cV O 0 cV d- /�V Vr1LY. J I LLL d- VML-V J I LLL ROOF PURLIN/END ROOF SUPPORT d- Vr%L.V J I LLL ROOF SUPPORTS d- Vr%L.V J I LLL ROOF PURLIN/END FASCIA (TYP) PURLINS AT (BOLTED TO FASCIA (TYP) 30" O.C. (TYP) POSTS, TYP) 52 DUGOUT ROOF FRAMING - PLAN VIEW C4.4 �..,� 1/4" = 1'-0" ON FULL SIZE (30"x42") 0 12" 24" 48" 2» 9'-8" 2» i LEVEL BACKSTOP 1.66"O.D. RAI LS (TYP) 9 GA CORE - WIRE FABRIC (TYP) FG AT FIELD 52 DUGOUT C4.4 ROOF FRAMING DUGOUT ROOFING 47O.D. ANGLED ROOF SUPPORT POST (TYP) NOTE: SET FABRIC AND BOTTOM RAIL TO PROVIDE MAX. 2" CLEARANCE TO PAVING LO �vrv�. rr,virv� 56 DUGOUT ROOF ca.�,4 POST BASE (TYP) 54 DUGOUT END WALL ELEVATION C4.4 iEi..,�� 114 = 1'-0" ON FULL SIZE (30"x42" ) 0 12" 24" 48" 10'-2" (FIELD VERIFY) 9'-8" (FIELD VERIFY) Y2 3Y2 CARR. BOLTS (TYP) 3Y2 Y2 ?" I GUSSET (TYP) I?" 3Y2" i I 1.667O.D. MID i 3Y2" RAILS (TYP) I I - R=2" R=27-/ 4"O.D. BACKSTOP POSTS PLAN VIEW 1" = 1'-0" ON 0 3" 6" 12" FULL SIZE (30" x42" ) BAT RACK NOTES: • FIELD VERIFY POST SPACING PRIOR TO FABRICATION • BAT RACK IS Y4" THICK STEEL SHEET 10'-2" IN LENGTH. SHEET IS BENT AT 99 ANGLES W/RADIUS OF Y4" • EASE ALL EDGES • PROVIDE (2),Y8"x1"HORIZ. HOLE/SLOTS IN EACH END OF BAT RACK FOR CARRIAGE BOLT INSTALLATION • HOT DIP GALVANIZE AFTER FABRICATION, GRIND OFF ALL BURRS • BOLT TO 4"O.D. POSTS AS SHOWN W/(4)Y2" DIA. GALV. CARRIAGE BOLTS, WASHERS & NUTS (INSTALL WITH NUTS ON DUGOUT SIDE), PEEN BOLT ENDS FOR SAFETY • ONE BAT RACK IS REQUIRED AT EACH DUGOUT (*5'_�7BAT RACK DETAILS C4.4 % SCALE : AS NOTED EASE ALL EDGES PARTIAL PLAN 1" = 3" ON 0 Y 1 v2" 3" FULL SIZE (30" x42" ) 3Y2» R=Y4" (TYP) v CARRI E BOLT HO CV C CARRIAGE BOLT HOLE 2" Y4" THICK (Q 27) METAL GUSSET PLATE, WELD TO ANGLE, 5Y2" FROM EACH END AND 20" O.C. (6 TOTAL) SECTION CC pm 3/4" = 1'-0" ON 0 4� 16" FULL SIZE (30" x42" ) r= ao mm wNN o� C: D cc 0 LL C LD 'A rn o 3`c w �U�� L) Q� O C Z. 0 �p M Na C Y �m W a 33 J(n n3 m LO Sri � Q Z � Y 2 � � Q U Q N 0 ^A� Z o�w wzN zo Q=w WZ �u)V cno (nQJ Uw J� a w �IIYI C0 J o a 0 +-) W � � 0 a� 06 `-4 M (i) Z 0 ~ � o LU a � p W P4 °r_j I~ W � Cd 17501 SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG Plotted: 4.07.22-10.16 By.(rvissio) BID #: C4A R-419525 Sheet 25 of 40 LO _O O W F_ / / / / A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE CONC. / FORCED /�'h / �D DO t,I. wm HJr IVV 1 CU) ASPHALT PA SEE PLANS so BASKETBALL COURT AREA —PLAN ENLARGEMENT C1.2 1" = 10'-0" ON FULL SIZE (30" x42" ) 0 2.5' 5' 10, 1 Y2" COMPACTED DEPTH CLASS %" PG 58-22 'G' ASPHALT CONCRETE PAVEMENT 2Y2" COMPACTED DEPTH CLASS Y2" PG 58-22 'B' ASPHALT CONCRETE PAVEMENT 6" COMPACTED DEPTH — CRUSHED SURFACING COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) COURT SURFACING MATERIAL (SEE SPECS) OUTSIDE KEY AREAS*: COLOR=GREEN INSIDE KEY AREAS*: COLOR=BLUE N o�'00000°p000000O0000poo0°Oo0°p00oO00oo0oo°0o0000°O o0p°O0°oo0o°p°O0o ° p°opo0Ooop°O0oo0°oO°o°°op0o0O00000 o°o0°0oo0 p0oo°O O °000p000000000000oo O0O0°0O00000000p000p08. 0o0°oO000° 0 o CD �0°°00°00°°000°00000000°0pOoo 00p0o0o0°0oo0000oo 0000o0o00°0000°0o °oo°°oopoo00 o °oop0o°o -� �-� •NOTE: SEE LAYOUT DETAILS 60 FOR PLAY AREA COLOR DELINEATIONS �'S 61 BASKETBALL COURT SURFACING C4.5 r=6mp=mnmi 2" = 1'-0" ON FULL SIZE (30" x42" ) 0 1 Y2 3 6" POST CAP 1.66'O.D. TOP RAIL 9 GA. 1;Y;' MESH CHAIN LINK FENCE FABRIC (ON COURT SIDE) 0 3.57O.D. GALV. STEEL FENCE LINE POSTS SLEEVED OVER EXISTING POSTS (TYP) NOTE: ATTACH FABRIC TO RAILS o AND POSTS WITH 11 GA. STL. TIES AT 12"O.C., DOUBLE WRAP 0 BOTH ENDS OF TIES (TYP) LO 1.66"O.D. MID & BOTTOM RAILS TOP OF 6" 12" 4'-0" TRANSITION SOD EXISTING 2" TO ADJ. GRADES ASPHALT 1 SL 4' DEPTH TOPSOIL 0 ob'04 0oa 000 ° °oo n _ _ �. AR I —ice a� - �T�N dVCN SEDGE 6'f #4 REBFROM CENTERLINE OF FENCE, INSTALL CONT. —r NEW 12 WIDE x 127 DEEP CONCRETE EXISTING MOWSTRIP W/JOINTS AT EACH FENCE FENCE POST =� POST, MATCH TOP OF NEW MOWSTRIP FOOTING 1 H HE WITH TOP OF EXISTING PAVING AND =I MATCH TOP OF TOPSOIL TO TOP OF MOWSTRIP (TYP) 10' HIGH CHAIN LINK FENCE AND 64 CONC. MOWSTRIP AT TENNIS COURT C4.5 ioi..1�� 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" c� w = 0 0 BASKETBALL HOOP & BACKBOARD, MOUNT PER MANUFACTURER '-0" 4 STEEL BASKETBALL n HOOP POST, SET 1 r PLUMB I LOCATE POST PER � MANUFACTURER'S FINISHED GRADE I RECOMMENDATIONS ASPHALT COURT 1 2" WHITE COURT SURFACING I�PAINT STRIPE 0000°°00°0 000000°000 00000p0000 0000°000°oopOoo°°00°000°00 00 00 o Q o0 00 0 0° 0 0 Q. ° o° o° oo° opO o° _0 �- - —CLASS 3000 CONCRETE FOOTING e •.fa I _ #4 REBAR „ 4 ANCHOR (9 LONG) i FRONT VIEW I I -I �- SIDE VIEW 62 BASKETBALL BACKBOARD POST E4.5 i�i..1�� 3/8" = 1'-0" ON FULL SIZE (30"x42") 0 8" 16" 32" EXISTING 1 OPENING 1 (4'-o"f) I I I � PAVING SET TOP OF GATE AND FENCE FLUSH (TYP) 3.5"O.D. FENCE POST SLEEVED OVER EXISTING POST AT GATE LOCKABLE GATE LATCH MALLEABLE FORK LATCH (INSURE FREE WRIST SWING SPACE) ssl SINGLE SWING CHAIN LINK GATE 1 /4 = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 48" 4. a.: .4� E ' U-MOVADLI MOUNTING ssl TENNIS COURT AREA —PLAN ENLARGEMENT E.3 1" = 10'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10' { l.o: pi u. (5.50o a) rAR Wi 112' �H0Lr- KWUL FLUSH (TYP) 4- 6 D: Har pi r GAti1�ANl a� CE.IVE , . rr.REaUIRM).. REBA. BYOTHE T: kEG lMIZ MUST D.E. iN5-rAL � 6'i.N. 001RACE -ROCK hk64 CRU- SHED FOG'K' OF M1[ j5' ROCK ss\ REMOVEABLE BOLLARD &RECEIVER C1.1, SCALE : N. T. S. C4.7 D.F. INSTALLATION NOTES: 1. INSTALL WITH STAINLESS STEEL SURFACE CARRIER. 2. INSTALL DRINKING FOUNTAINS WHERE SHOWN ON PLANS IN ACCORDANCE WITH MFR'S SPECS. 3. ORIENT DRINKING FOUNTAIN JUG FILLER ACCESS OPENING FACING FIELD FOR WHEELCHAIR ACCESS. !CORETEo`PAJNG- D.' zb '1 eQa ----_--__-';\-$--------------� 1 Y2" SDR9 WATER' ; ; = J DRINKING FOUNTAIN WITH SUPPLY LINE JUG FILLER (SEE SPECS) 10" DIA. VALVE BOX FOR 1' PLAN VIEW ISOLATION VALVE AND REDUCER 1I1=1I1=1I I -I I1I1I1-I1�1='''- =III-_ THICKENED fCm��� — — —= _ COMPACT SUBGRADE UNDER DRINKING 'FO'U III I I � �— — —III—III- TO 95% OF MAX. DRY DENSITY (TYP) DRINKING FOUNTAIN WATER SUPPLY LINE 2"PVC DRAIN LINE TO SEWER SECTION BB s� DRINKING FOUNTAIN INSTALLATION DETAILS 1/2" = 1'-d' ON FULL SIZE (30"x42") o s' ,r za• C1.3,C4.2,C4.6 = r�ao ) w o� C D cc LL � rn o Q c U � Mz=OJ C N U �p V J C Na C Y �m W a 33 J n n 3 m U) � 6 (a 0 Of (n 0 H Q Z � Y _ LLJ Q C) � U Q 11 N OJ N Z �O OOW ZL z w Z o 1<(=U vLd wi0 (n�J U� :3CL �IIYI IH � '^ J o Q C W � � 0 a 06 m O ~ Cd o W �NyW P4 1 1 F_ mJ� -Y Cn 17501 SCALE: NOTED C4m%5 CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C4.1—C4.7.DWG Plotted: 4.07.22-10.20 By.(rvissia) BID #: R-419526 Sheet 26 of 40 Ln _O O W F_ _7� _CONCRETE' SCORING - WORK. POINT FOR RESTROOM AREA Domes A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE REINFORCED CONCRETE SLAB AT RESTROOM STRUCTURE (SEE SPECS) coo p: P °. p e .A. 9 ° e p ' d ° p °. a D :. ; . CONCRETE .-Y - 00000000 0Q0o0o00000000.0000000000000000000000000000 oo0 000000000000 - ' °0000000: e 0 p ' PAVI N G _00000000000 000000 000000000oo 0... ° ° D:.. p - > .. 0. p p ° ° p °: 000000 000000 °p- . -p° 000000p 000000 000000 °o °0°0°0.0000000000000000000°0°0 °o 000000 :Dp p 000000000000000—000000000000000-0 0 000000 - 000000 0000000 0e.000000000000000000e. 'O o p' v..0000000000000000eee °I° °I° 4D a °, g. ° 000.00 °o°o1 0. v0000000 0000000'oeo =°0°0 Co...o* ° e 000000 ooeov00000000000000eoo o D p ' 000000 o010-0000o00000*0.000 0 o°Ooo°°°oo°°°o°o 000000 ooeov0000000000e0000 o .000000 D 000000 00eo'o 000000oe000 00 0 .000000 'p- . D' 000000 0000v000000e000000 0 .00000. 000000 00...00'.0. 000000 0 000000. e 000000 0 oo..oe00000000 o p 00000.. p ° A' pe ` y Y" 000000 0• e000000000 0 0000000 D 000000 o e�.000000000 0 000000° 000000 o voe.o.00000000 0 000000* ,y ' 000000 00 ............... 0 000000* 000000 °0e0000eo 0 000000. 000000 °o °o°o°ooe000000evov°o°o°o°o°o °o *000000 .a' n 000000 _ D °0 0 00000010, 10,00000000eov0000 o '000000 .p . ° d 000000 0 00 p000000000eov .O. 0 *000000 ° 000000 00.0-000000000000.0.00 0000000 'p p- ooesoo eoo0oo0000000006060 e.000 p 0000� °'..0000000000000000.e. i°o °o e° o�.000�0 0 600000....0000000000.. 0 0".6 - - ° 'D 000000 00000. ' ° 000000 0000000 • ► . ° ' ' e - -p p. °- 00000 a 0000.o. p - °000000 000000 0000*0 p t -D° 00 0 0000 .00000 D ° -° .°. ° a°. o oD0- p. ° :;pp• "° 0oao00000�'000a 00000000000�0oo0o0o00o00000000.0.0.°00..O.00. 0.00 o* **** *0******0* °00 0.00 * 0oo0000000'�'0o0peDa Oe00000000000000 e.pene .p. °D ° ne A °. p PICNIC TABLE .. °. ° e: :. p .... (SEE SPECS) a- s-.d. ° ' D . a e . ° ' De NOTE: PLAN VIEW STANDARD TABLE SHOWN FIXED PICNIC ADA TABLE IS SIMILAR TABLE CONCRETE PAVING .S '..pp.• ° G- .p.'e °.:p `-PICNIC TABLE (SEE SPECS) p p p e D f_ °: 0. p. A. D -°. P- p e NOTE: aP PhAN . VI°VI� STANDARD TABLE SHOWN FIXED PICNIC a ADA TABLE IS SIMILAR TABLE SFF PIANS CONCRETE PAVING ------------------------------ S[l (/j ° d .° •d - _ //— _ 00000° O°O °o0 °o p0 o° p° pp p O p ° p D • D ° D 9' ° ° •• / / / / / pO oO pO �° o°o O°-- °O°po p O°O°°pO°O°°oo"o_ oO°°op Opp O° °poop OOp 00-0 _O°O°°°°°°°poo°O° poo pO °o po po 0 0 0 0 — d Q : •° a . _ / / // / / __ _ _ _ _ __ __ __ -_ _ _ _ _ = NOTE. °°° °°° °°° °°°°°'°°°°°°°°° . f7• RINRIN � Q . d ° p ° //G / /-� ; , - - _ = INSTALL TABLE &-� _ _ = INSTALL TABLE & F UNTAIN / / / / / I —I I i -_ - - - _- O�NTE� WIT SUAC BENCHES PLUMB AND WIT SUAC BENCHES PLUMB AND ° MOUNT FRAME ADAPTERS LEVEL PER MFR'S i= = = MOUNT FRAME ADAPTERS LEVEL PER MFR'S a / d: a 2 PER TABLE TYP RECOMMENDATIONS ' '-'-� '- - 2 PER TABLE TYP RECOMMENDATIONS / Q a PICNIC'FLYER a ' / / SECTION SECTION / d.. ALTERNATE EE a a °. ° / i ' d(72 SQUARE PICNIC TABLE DETAILS �3 RECTANGULAR PICNIC TABLE DETAILS Q / °°: - ---- ------ 4 ---- --- - �.6�� 1/Z =1'-0»ON FULL SIZE (30"x42") C4.6 "1/Z=1'-0»ON FULL SIZE (30"x42") _\0 6 12' 24" 0 6 12 24 • � G d _ d / .° O •,/' IL\�`I � � ��I \ �/ II j� \ I // \ \ \ ���� `jam``` _ .. A. ,, ° . °i ��i7�` . °d. ate.\ °Q d A' a / 1 /\�\ `'\ ' r{/�'1/t- , ��\/����,dQ. `� a �� SURFACE MOUNTED TRASH ° /' RECEPTACLE. NOTE: INSTALL a / . d a . % / / l i %' ► - I - /`Ci \ �� PLUMB AND LEVEL PER MFR'S RECOMMENDATIONS, r a ; L\\ / l \ - l \ X '(- �l !_ I �� NUT & WASHER LID OPENING SHALL FACE �- FIXED BENCH 12 Y2 DIA. GALVANIZED PEDESTRIAN TRAFFIC Q a �\ I\ \/ \_ .� � \• THREADED ROD PAVING \ \ \ ' / / CON. PAVING ( ) NOTE FOR EA B ° \�I �\ , / \ �� \ / I /j -1 ` a SEE PLANS TRASH RECEPTACLES I : \� /`�y / �� _ �� _ 28 CONCRETE C NC: ®. /� // ° �S \ ' ��' '`/ ° c4.1 PAVING R GRASS PAVING OTHER (SEE PLANS 12"MIN.----------------- 12"MIN. THAN CONCRETEL: PROVIDE A CONCRETE /JydV SEE PLANS a p ,1p1 I ° Q ° \\\ ��\ / \ '\•%/� ` \ \ \�^,� \ �j \ /\ / \/�� \/ /` _ i \ 1 \/� 1 \� �► ° ° °OOO pOO n"° ° °D 4 d I{"lI ..D .. .p- DIp fl ° Q I p . 00000° ° °° ° °� ° D PAVING ANCHOR SLAB - ' I / _ %�• ® l I l `1,14 \ ' o : o °e o o 0000°p0000000p0000000 0-00000000p° 0000000000000000p°00000° °000p00000000000000000 UNDER AND 12 MIN. °°°°°°°°°-00000 00000 °°° °'° NOTE: °° o o ° ° - - - - - ® o ° o ° po °° p° ppo ao °o o° °o o° °o o° oo °° °°° poo a°° °° °°° poo °°° poo °°° °o° ALL AROUND OUTSIDE O O O O p0 p0 o ppp 00o pop p°°ppo°p °°poo °°�Oo°pOpOp°°°p°°p°O �• n ° a y - e ® �/ - t _ _ _ - _III INSTALL TABLE & - - OF TRASH RECEPTACLE. Q a a . -v / \ �, 1 - - - - EXPANSION = i = = - - - - EL N LEGS a 30' : LAY R a\ 7 � _ �� `' \ l \1 -X/ / \ y d i ° i= _ _ SURFACE MOUNTED PER BENCHES PLUMB AND BOLT ; I TYPICAL OF 4 c4. /��a Q . -� -� MFR'S RECOMMENDATIONS LEVEL PER MFR S I I I I ( ) �,� - ; ° RECOMMENDATIONS �\ �\ a - - �- - - CONC. PAVING \\ ° d P C RB ,�J \ / _ _ �-;� I \ _ / ► SECTION ANCHOR SLAB \' DRAT ;� 1 - —/ `;%/ , ,\ , SURFACE MOUNTED S ����{�� ��'' —\ \�y r 1 l'— �4 BENCH WITH BACK('7_5�T RASH RECEPTACLE �'1/2" = 1'-0" ON FULL SIZE (30"x42") C4.6 1" = 1'-0" ON FULL SIZE (30"x42") 0 6 12' 247 0 3 6 12 4- HOOP STYLE \\ ° a• /� /' I / I - �, - - ,� ;} d BICYCLE RACK, %\ �/ . %�/-'' . INSTALL PLUMB 1 /� `��- ,, \ �& LEVEL W/S.S. \\ Qai/ /�_ \ ' ` k ' �- i/ %'� l HARDWARE PER \ ' /° .' /' � �,I \ \� �_ ,� •• \ _ \ \ ��/! .. a/ MFR'S. INSTRUCTIONS (SEE SPECS.) Ir Q PME TITIES I 6 S`� 28 CONCRETE 2!� PAVING • \ // Q I \ T— \i // 1_ / \ '`\ I —1 '� \/ .\ I l �/ d 1 ° / .. Ds p- s p °.- d. °o—pooA 00 /< y 1 I \ 1 — / Cl / .. / \ /�_' ' - �,Y/�'. � � ;,. - . - � - � �6 BICYCLE RACK I N STALLATI 0 N 30 PLAY AREA Q ' \ ,.- . \ �� 1 j \ \ I� - i , / _ x Q°% " " " �- \ \ '- / - a / '' ' �.61 -0 ON FULL SIZE (30x42 ) c4.1 CONC. RAMP \ �� � \� I � / ' ' ° � '" " " / 0 6 12 24 i CONCRETE SCORING ° +,� �a �� WORK POINT FOR Q �, , ��_ y\ �d , SITE FURNISHIGS LEGEND PLAY. AREA IS j ° ' ° a / ��- �,�-'/ CENTER OF -RAMP _-�J- - 6 SQUARE ' _ • . • • . _ „ ;� � - - - dQ � ; .i -° ARE TABLE 72 — ° — - , ° ------ -------- . / Q PLAY REA CURB- /� cas 72 ° . �, �. - ° ' ° dQ RAIN LINE 6' SQUARE ADA TABLE �s SITE FURNISHINGS NOTE: PLACE ALL ° d EE 30 ) 73 d SURFACE MOUNTED FURNISHINGS ° . Q i / 8 RECTANGULAR TABLE WHERE SHOWN FOR APPROVAL c} BEFORE SECURING TO CONCRETE. ' \— • � . °° , . .. -4 a _ .� 8' RECTANGULAR ADA TABLE cIf 1j 4.6 BARBEQUE 77 j O/ o HOT COAL BIN (SEE SPEC) ° a \\\ \1 I ® 6' BENCH W/ BACK AND ARMRESTS as .4. O 1. TRASH RECEPTACLE c4 s BICYCLE RACK �s PLAZA AND PLAY AREA —PLAN ENLARGEMENT DRINKING FOUNTAIN 32 1" = 10'-0" ON FULL SIZE (3("x42") o ca•1 0 2.5' S° 10° Z PORTLAND L00 RESTROOM (SEE SPEC APPENDIX FOR CONCRETE BUILDING SLAB AND DETAILS) LIGHT POLE (SEE ELEC) NOTE: INSTALL BBQ PLUMB AND LEVEL PER MANUFACTURERS RECOMMENDATIONS. ..................... ENTIRE BODY IS 'Y16" STEEL `-3V16" I.D. SLEEVE -H ANTI -THEFT LOCKING BOLT � CONCRETE ALLOWS CONTINUOUS ROTATION 28 "' c4.1 PAVING 3Y2" O.D. PEDESTAL NOTE: INSTALL HOT COAL BIN PLUMB AND LEVEL PER MANUFACTURERS RECOMMENDATIONS. A r7 rM D D .,... 00000..• opo00opp00°ppOOp°p00°ppppppOpp•p0°ppo°op pO°pppO p'ODp° �p OOpppO0pp000p Op p°ppp p00op pO°pp °pp°° p0o°p'p0o°ppO°p0°ppo°p'pp0p .ppo°ppo°ppopp( pOooOo°o9°o°opOooO°oo°°°ooOoopOoopOoo°o°o�Ooo°°o o°oP°oo°°o pOooOo°o9°o°opOo°°°oo°°°ooOo°o°°o°opOooOo°o9°0°0°°o°opOoo°o°o°°o°o°°o ...'''.......`SURFACE MOUNT WITH HOT DIPJ GALVANIZED OR STAINLESS STEEL FASTENERS PER MFR RECOMMENDATIONS 77� SURFACE MOUNTED BARBEQUE AND HOT COAL BIN C4.6 ro .I� 3/4" = 1'-0" ON FULL SIZE (30"x42") 0 4.5" T 1 T mm C.n r= ao w� o o Dcc � LL 'A rn o 3�C w �U �1 U � E N Q � � O O C �w�^ �z= a� N U Ip V J 0 a Lo 33 J(n n3 � m ,N^ ,N^ 0 0 U Q N of N ZLLO O�G OOW WED ZO Z (n�J :39; CL �s �IIYI J Q H 0 p P W a 06 `—' m � Z O F_ � o W x •� w F_ cd � C4m6 CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C4.1—C4.7.DWG II Plotted: 4.07.22-10.21 By.(rvissio) BID #: R-419527 Sheet 27 of 40 Ln O O W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE o I.: ;a ~' III IDE PARK FENCE Ln r___ �'8" EXP. JT. 8991 /* ' I -Y4" CHAMFER TYP. / / EXPOSED HEIGHT VARIES (3"-18") 2% FINISH GRADE II TPO ' ' AT PLANTER I� �� W FINISH GRADE q�oo AT SIDEWALK T. 8 0 (3) #4 CONT. 15 CITY OF RENTON #4 AT 12" O.C. `� _ o o c3.3 STANDARD SIDEWALK 14"PERF. HDP -I DRAINLINE I I *0 J C) 80 ORNAMENTAL FENCE / r .ps /' �~ 2 �� c AND MOWSTRIP TYP / / ; I i 1 4 WIDE WHITE PARALLEL 8 CONC CURB c4.7 (TYP) Ss I PARKING STALL STRIPING 2 CD 3:AT 25'-9" Q.c. (TYP) 79 AT UNION AVE -CrENTRY » 66-6 BOLLARD RECIEVER / I ' I o I C1.3 �..,�n 1/f = 1' ON FULL SIZE (30 x4�') �.5/ / TW=415.72: I I I�. 0 6" 12 24 / TP=415.47' 66 REMOVABLE BOLLARD i TW=415:86 i / I� r I� d o 0. / - TP=415.61 / , J ' 82 DISTANCE MARKER ;='- 4 ; Q I P RK ENTRY SIGN 12" W' CHAMFER TYP. d '1 °' I S E SP C TYP. RECESS C4.7 d / ,- ,o . •, "• `� Jo � 2% �- FINISH GRADE 4 4 DO SET POSTS PLUMB NOTE: PROVIDE EXPANSION PLANTER TURF JOINT IN MOWSTRIP AT SIDE SIDE EVERY POST. r--21 of 1; ili�+�iiilll il�Til IIIIVY7__T� � F -11- ao ORNAMENTAL FENCE AND MOWSTRIP C1.3 % SCALE : 1/2» = 1'-0» AT PLANTER �L CONTINUE ONE #4 r8l�THROUGH JOINT CNCRETE RETAINING N D �� s D ILu ;'e" EXP. JT. 4 AT 12"O.C. c4.7 WALL TYP ..: p. • .., ..: AT IS SIDEWALK ' o EACHTWAY O.C. D> EACH WAY Oo 4»PERF. HDP (3) #4 CONT. 80 ORNAMENTAL 1 1 4.7 FENCE AND °'O ' / 4 / / I , Z �.. c � � . /. ; I / _ DRAINLINE D MOWSTRIP / �/ I I / � •Ds (TYP) _'s" TYP. » I EXP. JT. I = - _ _ _ = C NCRETE WALL 2 CLEAR TYP. T »-1 I I- i N RTH TERMINUS #4 CONT. IN WALLSI- �� �c4 3" CLEAR TYP. WALL EXPANSION JT. TIN 4 TIN ; 1 16. t I I (LOCATE PER PLAN) / TP 414.36 j 84 LIGHTPOLE BASE NOTE: RECESS ON SIDEWALK SIDE OF c4.7 E f B / d > / 3 WALL I , 8� C 0 N C RETAINING WALL ALONG UNION AVE °/ ' ../' TW=41 .79 a / / TW=41,6780 - as as aS TP=41 .29. C4.7 1 /2» = 1 -0» ON FULL SIZE (30" x42» ) I I �� i 0 Er 12" 24 / i V. 1 TP 41 8 i w= TC=413 1 N JW=416.80 / TP 4.11 ~� BC=413 31f » TP=414.1 / a 8 CONC. o / / T� . 414.13 - TC-413�7 CANTER OF CROSSWALK d ISLCONCRETE SCORING CURB I /• a4 1 BC=4132 WORK POINT FOR PARK a 18 ��'RE' NC ENTRY, RAMPS, AND4',a SIDEWALK. �- _ 8» N i o 4 C3.3 ; - _ d 1 h A f 1 - _ FOOTING ., o i TW- P=413. 8 a 1 o. TP=4 4i 4 TP=41.3.7Z 1 o i I d_ 1 5� -- -. -- -J-B-2 - -------ONC. 0 .gf) C_413T.18f J I o o=413.88 a N BC=413.14f n o I .� TC-413.12f C=413.08f a o . Bi 1 T R O .//� T a /' 4 1 CH ASIN' / d qP BP BP- BP - - - - - - - - - - - - - - - - - - - - - - - - - - Q / I 4 4 i _ NOTE: CONSTRUCT NEW --------- - -- 2'-6" 2'-6" - I`� 24, d=415.46 4 TIC 3. PERPENDICULAR CURB RAMP PER EXPANSION / T = 13.96 BC=413LOt WSDQT STD. PLAN F-40.15 04, FOOTING SKATE 5'-0" o i d , ADJUST EXISTING JUNCTION BOX DETERRENT JOINT fft=4 6.47 TP 41 5.80 i w NC t / TP=4 3.82 TP 41 :78 d TO NEW FINISH GRADE PLAN VIEW EXISTING SIGNAL POLE i f TP 4 I , i.W� & CROSSWALK BUTTON �. FINISH GRADE CONC. MOWSTRIP CONC. BAND 6" WIDE x 12" DEEP SIDEWALK CURB llr,----- SEE PLANS FOR PAVING TYPE 0 IF -D •D's_ ;D.. e�•. 1/3 MILE as. 4" BRONZE MEDALLIONS BRONZE MEDALLION N.T.S. 82 BRONZE PATH DISTANCE MARKER C4.7 SCALE: 1 /2" = 1'-0» C1.1,2,3 T CONC. C CURB I L- - - - - - - - - - - - - - - - 2,-6» 2'-67 5'-0" r EXPANSION SKATE J JOINT DETERRENT PLAN VIEW \ a co o Iwa CAUTION: EXISTING 36" SPU / I o TRANSMISSION WATER PIPELINE, 1 4 j CONTACT SPU BEFORE ANY - _ - / EXCAVATION WORK NEAR THE ELEVATION ELEVATION 0 PIPELINE TW=415.29 I 4 Y4 Ox24" ANCHOR BOLTS 4 -Y4" 0x24" ANCHOR BOLTS d 15 CI OF RENTON LIGHT POLE SEE ELEC. �4 CHAMFER TYP Y4 CHAMFER TYP LIGHT POLE SEE ELEC. •. • ' . .j e., / •S •I � c3.3 STANDARD SIDEWALK (TYP) » (TYP) TW=415.15 ; I. �� GROUND WIRE GROUND WIRE 66 REM ABLE BOLLARD - 1 / 4 I I 81 CO CRETE RETAINING EXTENSION #4 REBAR ® 12 O.C. #4 REBAR @ 12 O.C. EXTENSION c4.5 TP=414.90 1 , / / I c4.7 WA L TYP \� 4 REBAR TIES ' 11.. • 11 1, . D;` 4 REBAR TIES 41 I AT 9" 0.C. I I,'' 4,1;:1 AT 9" O.C. 66 BOLLARD RECIEVER / 1 I I11. 7' ►1 1: I ' I III ..I.il 1. I C42» X4 X CON.5 IY: II F.I. gl_ I°I M EXPANSION JOINT EXPANSION JOINT lJ„ _ ,,II: a STEP ING BLOCKS (TYP) �` 1 1 1 / N I I1 D• I,J:�Ll9 C 4 K80 ORNAMENTAL FENCE / g / o ; I. • ( oe I, � . ; a Y I _ » 1 CONC. PAVING - SEE CIVIL - - i H;...::' .�,.. I CONC. PAVING SEE :! CONC. PAVING SEE CIVIL •g. ff AND MOWSTRIP TYP l hl • FI.' I 1 CONC. PAVING SEE / / I ❑ l c4.7 ( ) / � 6 D ... 6 CIVIL SHEET C3.2 FOR MIN "D. �'6. ' I. SHEET C3.2 FOR GRADE SHEET C3.2 FOR GRADE : :.e. ��� MIN CIVIL SHEET C3.2 FOR IIi. I[.I' l F GRADE 1�- GRADE I TYP . r,,-f-i .. z`.. It 4 1 '.: TYP ' PI' .'91'.pD a l 1. bl, �+ P NOTE: NOTE: 1. I rl. / o u a a. °'.p::..•. ii:. i is .�.; h� �. SACK FINISH FACE & TOP SACK FINISH FACE & TOP - f �. r : ° n.. . - - I... A Z ^�• 1 ; z 1.1• .Fr.. °• . •.. OF CONC. LIGHTPOLE BASE OF CONC. LIGHTPOLE BASE 9 : P #4 REBAR C� 12 O.C. OVERLAP #4 REBAR ®12 O.C. OVERLAP a ° •W/SEATWALL FOOTING 24 W/SEATWALL FOOTING 24 a -r. i /' / / / / • ' / � j•. i / I �: Q � � �' ' : 27MIN. CLEAR 27MIN. CLEAR SD s 412,81do / ; ;GROUNDING = �_ (TYP. ALL REBAR) (TYP. ALL REBAR) _� = GROUNDING ROD / / I I • 2 o ff 1 I I=1 � i' ' '- ' #4 REBAR C� 12 O.C. #4 REBAR ®12 O.C. � -� I �� � I=1 I I ff ROD 1 Y2 PVC ELECTRICAL COMPACT SUBGRADE TO 95� COMPACT SUBGRADE TO 95� 1 Y2 PVC ELECTRICAL CONDUIT W/SWEEP CONDUIT W/SWEEP CAST INTO CONC. CAST INTO CONC. TERMINATE WITH TERMINATE WITH ('7_8 UNION AVE PARK ENTRY AREA - PLAN ENLARGEMENT COUPLING TYPICAL SECTION CC TYPICAL SECTION CC COUPLING �.3r��1 1» = 5'-0» ON FULL SIZE (30"x42") (83�SOUTH TERMINUS ENLARGEMENT(84 NORTH TERMINUS ENLARGEMENT 0 2.5' 5' Z C4.7 3/4 = "-Cr ON FULL SIZE (30"x42") C4.7 3/4" = 1'-0" ON FULL SIZE (30"x42") a mm ME E w) - � l0 • W � 0 m� rn o Q c 3- w U � U� QQ� "° O C N U �p M Na C Y �m 33 J(n n3 m Sri U Sri o o W Z C) Y W no U Q CO) m a V) N N ILLI 00 Q O N O O z o > 0 0 ILL] H H a a J o a C W � � 0 a 06 `-' z O C o V a w x •� w F_ cd (1) C4.7 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG // Plotted: 4.07.22-10.22 By.(rvissia) BID #: R-419528 Sheet 28 of 40 Ln W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE I -}3' CHN LNK FNC I GAS MARKERS I 164 ,�S OLrMPIC PIPE LINE SANITARY SEWER MANHOLE RIM=416.46 O N0'19'43"W 1.82' IE=409.28, 8"PVC N 6� A S88-42'37E 40.01' I �- W W / S88'48'26"E 359.25' I I S IlfE=g09.24, 88"gPV�C � A'`6 I I I J. GRASS 0 Iq O 0-0-0 O O _ N�L°A75bdil "rf- NE 9TH PL C �, ~O R 665 � FUND 2" BRASS DISK IN CASE • CONC STRI O 6 CHN LNK F C IO O- -.z� T- �' CHN LNK F�N\C O O O SS - LADOER-EASTs x x x U 0.06' EAST OF CALCULATED CENTERLINE --{� ASPHALT ROADWAY • `� ASPHALT On Y `L� °'J'. / �o'O m IUJz / A / \ {��p,;�,�� - - - - SS SS SS sS W N %MTH 'X; DOWN 0.6t � .{(/_`,�/,�o ,�[�Ay / n�mY v Z. �Sps I ss W4 r02 06�2020) -'• zz z I z�A 'J a�J / / \ _ \ I SANITARY SEWER MANHOLE (IS �bg6 Q x 161 • I, a I ��,��m� � * /1 2 / \ I RIM=422. 5 � z STREET SIGN ' Y�� z a z / /-' o 1E=414.0 8"PVC E 6' WOOD FNC \ I •z / " \ _ I IE=414.1 6"PVC S 4 33" CEDAR RP=12 i I " N * / i /W m m I STORM CATCH BASIN z \ IE=414.06, 8"PVC NW I TYPE II 416. 3 O STORM CATCH BASIN o L �/,, \ FLOW EAST RIM=41765 z z / ? �m n Z7� z / /z z \ 1 o LADDER SOUTHWEST IE=412.36, 12"CPP E I RIM=416.11 / O 0 / / (/V / / o I IE=412.35, 12"CPP SSE IE-413.51, 8"GONG E i i p= IE=413.54, 8"UNC W I O \ Z/ \ \ / I <i / / / \ ` z TRAFFIC SPEEED w CAMERA . C i I � j� \ � 0 \ IE=4,2.72, 6"PVC SW \ °• �9 Y 1��JQ z I :' IE=412.40, 1""CPP W o 1 / i o-�,.��J��' LADDER SOUTH \ 41 I / / '7�� r z \ \ 1 0 Z _ I _ Q . 6' WOOD FENCE n .;.;9��J�J�`''``�-'' STORM CATCH BASIN CO \ I o m -/\ N e RIM=416.30 RP 6x6x6 45 WYE E=412.59, ,2"CPP N �� 4 �, ro / ^ o \ \ I IE=412.55, 12"CPP W STORM CATCH BASIN 6h EXISTING SSMH, RIM-416.94f z 1 i z / / \ \ � RIM=416.6, i o \ \ l IE=413.94 STORM MANHOLE - o \ \ IE-413.46, 6"GONG SE \ ff ff Z RIM=416.33 a - / / / /- O a,� IE=411.06, 12"PVC NE IE N EX.8=408.31f \�� I 6 SDR35-24L.F.®4.3% E=411.26, 12"PVCN 9 I \_ , o- j / _ 6X�3�6� WYE CO RIM=422.25 Z` 41 . E=412.93, 6"GONG NW IE SW(6 )=408.31 f O \ // / \ \ \ I E-414.0 1 LADDER EAST » _ ZWx /45`/ WYE E-416.J9 -6' CHN LNK FNC fi' GHN LNK FNC J E I OOL IE E(EX.8 )-408.28t \ / iEF41 42 \ R / a2s- S68°4� 6 E 69. 9\ \ �\ T- CONC WA P _ Z " o / r (TO R ST�OOM� � _ SANITARY SEWER MANHOLE / I RIM=416.04 I \STORM VA( \ O P \ l IE=408.05, 81PVC N I w 1 _ J u\�E - - �^ 0L IE=40778, 8"PVC S \ \ i I 16x6x4 45 WYE ° I \ . . . . . . - S TR FIG LD I � \ 1 I � 1 1D E � y5 IE=40778, 8"PVC W IH n \ TOP OF 'IS�CMP'FLO ONTROL =4,Z16 f/> LADDEtLUVV R EAST \ \ 1g \ \ \ / / T IE-417.50 / / / �6=41 6,86 \ IE OF 6" D0{�NTURNED E PIPE= 4.Q7 / WOTTOM�IP OF SIDE PIPE 1d 79ARYg \ - - RJM-4[[[y111C7 00 (ICARPE) z \ RI IT¢1694 WE OLE \I / 3 I NE 9TH ST C) "ds'8�31, 8 VC 416 25 ` IET41y7 58 M. / I 1 i , o .� 1 IL 2 8" CE \ \ \ \ \ `\ - _ / I _ _ - A o �aTH T\ I 157. 6x6x6 45° WYE I ... - ... _ \� �4, SDR35 44442L.�F. =. I IE=409.25 �. F M KING Fbu,WA - / �/ / 1 0 `, v �� I w - / / I z CO RIM=418.90 i �. - Z l / 6" R�5-1 :A10.0� i IE=409.34 I J lul \ \4x4�c4 45 IIIQLE _ , / LRr 1 Q 0�IM=42 4."PRESCHOOL. 51co CQ_R M=4i7.45 - _ _ - _ h� / 1E1417.79 / v v v v v � FIEF 4_TT - _ //--„ / 41. �rl \ 0C% \\ \\ \�\ \ \ � __ _._ ° -� - � - � Y2 HDPF(SDR9- a6 _ I v A \ \\ \�' V v SUPPLY/ LINE (w Delete North run of 3" j IRRIGATION SUPPLY LINE TEE F R UTUR Irrigation pipe and // / 3 U (SEE IRRIGATION PLANS) connect to Irrigation / / RES R00 'LOO' South of POC. / / g 3" FIBER OPTIC MON / Add irrigation POC see below Detail STRUC URE(S-) /. I � - connection to Mainline (DNE�,RTIS TURE) / / heading South from POC 41 7 �A 1 \ \ \ \ \ \ \ \ \ \ \ \ • PLY LI k,5 RIM=414.22 I I I I - 4144 SANITARY SEWER MANHOLE 85 WATER POINT IE=4071Z 8"PVCN OF CONNECTION 1 0 \ \\ \\ \ `DRINKING FOUNTAIN WATER \\ 2"H pE Nh FLOW VCS �cu Flow SOUTH / w I 4" AM LADDER WEST SS I \\ \\ \\ \\\ ��ANb\SEWER LINE CROSSING: \ / L.F / / \ \ \ 1 HDPE ��DR9 (W IE=422.00f \ ® �- _ - / / I ! \ \ \ \ \ 4' SDR35 (SS) IE=418.31f \ \ _ / / A6 4'CHAINLNK CAUTION: EXISTING 36 SPU l \ \ \ \ \ \ \ \ STORM CATCHBASIN TRANSMISSION WATER PIPELINE \ \ \I (PIPE\ CLEARANCE = 3.69f) \ 1 HDPE / RIM=413.18 \ \ \ SDR9-17L.F.�`\\ ' / I IE=409.81, 6"CONC E CONTACT SPU BEFORE ANY IE=409.35, 8"CONC W / �" I \\I \\ \\ \\ \ \ \ \ \\ \\ I DRINKING l� \® / // m j�° 3"RP=3 1° EXCAVATION WORK NEAR THE U11, / STORM GATGH BASIN - PIPELINE DRINKING FOUTAIN WATER coRIM=41,.52 CD 1\ I I\\ \\ \ \\ AND SEWER LINE CROSSING: \ \ j FOUNTAIN �` aDelete nd re reconnect to lnewe / i ;I 14.00 �o E=41° 6"GONG SW I D I 1" HDPE SDR9 (VIA IE=422.00f \ \ 27SDR35 �1 �� POC location north of 2" SDRD35 S� IE=418.49f \ \ \ ��� I. I I Irrigation POC aJ RSOLID IM LID %/� � STORM CATCH BASIN 79 \ \ I I 32L.F.@5.0� / t/1 IE=410.14, 6"CONC NE (PIPE C RANCE = 3. 4f) \ I I I ' I=410.49, 6"PVC S J \ v A y i I / �� Z IE=409.89, 8"PVC SW TIP I II I�13. � RP=7 / I \ _ _ \ _ _ I `• \ \ \ \/ \ \ \\ \ \ O \\ /I .� I® / / / / ul I 1� PED. CROSS LIGHT, TRAFFIC LIGHT, N�// / / /� SA 7 Hl C0 "DO NOT (v q 0' PED. CROSS SIGN ® \ J I Z 7 ENTER" NOTE: THESE WATER AND \� a N �� / ® / / // / , 29NH U"j'�"DO NOT \ l 1 408.49, N f/I ENTER" SEWER LINES PROVIDE \ a _ _ , \ - ° / / / / // ,/ ��1E=4�D3 6„ W /I J2.B, 4.6 SERVICE TO ONLY -THEE \\ I \ ) ® I r/ / // / / I 3D' 30, I \ \\ I \ DRINKING FOUNTAIN ATcr I ` � I STOR CpiC BASIN I � v7� \ \ \ I \ \ THE BACKSTOP PLAZA \ \�\ _ . /\ I f / RIM- 12. 8 �6"RP-6.5 v \ \ \ �\ / \ \ \ \ \ 1 I I i IE= 0. 8, 8 ONCE I �RN NG \ \ \ \ \ \ I I I � \\� /l I• I I // V o zs 17.�9 I f I =. \ \ \ I II 'I / o I la n � � C 1 ` \ \ > m I "BIKE n / o I \\\LANNE" DR / �JO I IKE/� 8" RP-10 46 tt �py o V 6. -10 PROPOSED UTILITIES LEGEND: * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON THIS SHEET AND SHEET C6.1 UNLESS NOTED OTHERWISE BELOW. HDPE SDR9 WATER LINE 86 C5.1 x LINE SIZE GATE VALVE * SDR35 PVC SANITARY SEWER LINE • SANITARY SEWER CLEANOUT GENERAL NOTE: 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 61) INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE LIT€LITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPED EFLECTiON SHALL NOT EXCEED ONE-HALF OF PIPE MAN OF TURER S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURIFY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 . + Pt'F.3t.IC WORKS 1WATER PLAN GENERAL NOTES NiARCH 2010 _ �i \ A • - -- z N \ \\ \\ \\ \\ 11226 II Utility Specifications 0 OAl - eCH=LNKO B"CHA'LNKFNCN H ? Q _ N8e'4 'os"w s1_ 9�r�s' _ 6" CHN LNK FNC \ \ / / \ \ \ SANITARY EWER MANHOLE , 4x4x2 45' WWW�IF - �- IE=406.36, 8"CONC S Sanitary Sewer Notes and Specifications 4x4x4 45' WYE SHED y AO\DER NORTHEAST NW IE=422.60 _ S I I 1 THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. I / IE=420.39 _ ROCKERY CO RIM=425.45 EE M I RP-8 1. All work and work material shall be in conformance with the standards and specifications IE=422.62 / CO RIM=424.90 I of the City of Renton Planning/Building/Public Works Department and the latest edition IE=420.41 TL 0923059115 !n y of the WSDOT/APWA Standards and Specifications, as approved and modified by the n I / c� 08898000040 N I TL 0923059235 z < 7P-7 City of Renton in the Renton Standard Plans & Specifications. A set of approved plans \ Z w 3 z shall be kept on site at all times during construction. I/ 41210 co co "TOP" 2. The hours of work in the street right of way shall be per City specifications on weekdays \ / / "' I ZONE 4 45 p "20 MPH" unless otherwise approved in writing by the Planning/Building/Public Works Department. \ I� \\ SCHOOL AND traffic CAMERA An approved trac control plan must be obtained prior to beginning any work within \ 41211 ►� �' / 1 public right of way. 4Vy9 �1 6" RP 9 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or SANITARY SEWER MANHOLE 2.03 A � N 30 I disturbance. RIM=41 CAUTION REFLECTOR IE=405.53, 8"PVCN 'n30' I / ("p') ` ' FSO UTHWEST OUTHWEST SW LOW4. A pre -construction conference and a 24 hour notice Shall be required prior to starting STORM CATCH BASIN 1 Q O ADDER EAST STORM CATCH BASIN RIM=411.06 s (D RIM=41,.04 new construction. It shall be the contractor's responsibility to secure all necessary I IE=409.43, 6"CONC SE IE--408.77, 6"CONC SE E_408.35, 8"CONC S permits prior to starting construction. (Inspection will be accomplished by a h 4 .90I Ik IE=408.64, 8"CONC N representative of the City of Renton.) It shall be the contractor's responsibility to notify I the Public Works inspector 24 hours in advance of backfilling all construction. / I�GCD 5 Contractors solely responsible for the means methods and sequences of construction STORM CATCH BASIN RIM=411.03 and for the safety of workers and others on the construction site. /s ss IE 409.21, 67PVC NW Q IE=408.92, 8"DI NE SANITARY SEWER MANHOLE 6. It shall be the responsibility of the contractor to obtain street use and any other related I RIM=411.53 SANITARY SEWER MANHOLE i IE=404.87, 8"CONC N (Ai RIM-411.58 permits prior to any construction. IE=404.87, 8"CONC E IE=405.52, 8"CONC, N I IE=404.86, 8"CONC S In IE=405.35, 8"PVC, NE r^ I I I FLOW SOUTH 8"GONG W 0 IE=405.23, 6"CONC, E 7" Plans approved b the City of Renton, Public Works Department shall take precedence LADDERSOUTHEAST8TH ST IE=405.48, 6"CONC, NW pp n ty p OS OS FLOW SOUTH over all other plans. 00 - P - LADDER EAST / Z STORM MANHOLE R� RIM-411.47 FUND 1.75" BRASS DISK IN CASE 8, A co of these approved plans must be on the job site whenever construction is in r STORM CATCH BASIN WITH 'PUNCH', DOWN 0.4f copy pN N IE=40762, 12"GONG N I O IE=40747, 12"CONC S RIM=410. 6 (0210612020) progress. ress. IE=407.8 8"CONC N HELD AS C.O.R. CONTROL PT.11848 I CO I 2 IE=4076 8"GONG W 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary \ a Im sewer system, which has been stamped and signed by a licensed professional engineer I I \ AnI or licensed professional surveyor, 4" D.I. WATER LINE TO - ! 3 N a 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average I T50.7p 10.93'I_I �I ! j I GATE VALVE (4") INSIDE R 9.09 ,3.28'36" ! _j 1n depth of 6 inches, maximum depth of 8 Inches, thoroughly tamping each layer to 9S I NE w oL _� o WI PARK FENCE I wLd City of Renton 2" � 3 percent of maximum density. These compacted layers must extend for one pipe _ 2 Domestic I ! Domestic Water Meter ° 414 4 \ diameter an each side of the pipe or to the side of the trench. Materials to complete the T=7 .31'L=145.0 ASPHALT NE 7T/-/ I POC ! EXISTING 4 METER (FOR I RIGATI ) fill over pipe shall be the same as described. R=39 .09'4=20'4 00" C ST I ' IN NEW METER VAULT PEI CITY 0 Assembly I I J 884'11'32"E 165.00' I ; I N RENTON STD. PLAN 320.4" 11. Open cut road crossings for utility trenches on existing traveled roadway shall be _ backfilled with crushed rack and mechanically compacted unless otherwise approved by _ I o RPBA ICI VE fi' I CAUTION: EXISTING 36" U = GRADE �0T OX P J TRANSMISSION WATER PI LINE, J 12. Datum for Vertical Control shall be North American Vertical Datum1988 Meters, and for CITY OF/ NTON SED ; Ilo,N` CONTACT SPU BEFORE ANY 3:Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise EXCAVATION WORK NEAR THE approved by the City of Renton Public Works Department, Reference benchmark and PLAN 0.2 / I ID" I elevations are noted on the plans. 'o / Iai i C, EXISTING 4" WATERLI E _ 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the o / ; --- -- N TO REMAIN 2" Domestic Assembly satisfaction of the Department for the prevention of on -site erosion after the completion / M M M M A M M N M moved North of 3" of construction, Q Irrigation Assembly 3" Irrigation IN METE / 14. All pipe and appurtenances Shall be laid on a properly prepared foundation in POC 1- / 1J i--i accordance with the standards and specifications of the City of Renton R Q Assembly STD. T / ' . I � �I� •� •� "gip Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Q o w Standards and Specifications, as approved and modified by the City of Renton in the 40.8 / I ! 1 Renton Standard Plans & Specifications. This shall include necessary leveling of the 2" DOMESTIC WATER °ti gF trench bottom or the top of the foundation material, as well as placement and SERVICE LINE AND 2" M R Q compaction of required bedding material, to uniform grade so that the entire length of / I /Ld(BY CITY) PEP CITY OF the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be / I RENTON STD. PLAN; 320.� I -_.I: pea gravel 6 inches above and below the pipe. 1Y2"HDPE SDR9 / .I o Delete 2" Waterline, DOMESTIC SUPPLY Meter, and Main Tap 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, DOMESTIC WATER LIEN SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. GATE VALVE (2") ° I cl IDE PARK FENCE I m I 16. In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. 85 WATER POINT OF CONNECTION In paved area, cover must: slope in all directions to match paving. C5.1 po .I� 1" = 10'-0" ON FULL SIZE (30"02") 0 30" 5' 10, SUITABLE ON -SITE SELECT STRUCTURAL FILL BACKFILL (MECHANICALLY COMPACT TO 90%) PLACE PIPE @ � OF TRENCH es\ HDPE SDR9 WATER LINE 1-1/2 = 1'-0" ON FULL SIZE (30%42") 0 0 20 40 80 GRAPHIC SCALE V J .r C a E O7 N W NN 0� C m c6 � ° LLL � .1 m @) Q c 3- wU N U� E0 N ��6I QJ C a� U Ip ^ V J N C Na Lo �m _J C4Q�� 3 n 3 W 4 ! � N � 4 ! � Q 0 � 0 W 0 W m Z 0 Y W U Q Ile �� v x `s m 0 m a N N Ld a 00 O LLI Z T„ O a- Z N Ld o Z Cn Ld > O LLI H Ld d Z a J Qi a O W O �Q,O H 1--1 LU F- a 4J 06 W CIO LU �/ •P" _ C5ml R-419529 Sheet 29 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-05.1.DWG # Plotted: 4.07.22-12:54 By.(rvissia) BID #: LO DocuSign Envelope ID 34%681D-914F-4F2D-AS59-7C192D3B78A3 RECESSED Not to Scule LIFT POCKET FRAME 3/4" LETTERING "SEWER" I-0 01AMETER I-0" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS y STEEL REF PART #00981177 SEE NOTE017 3 10-1/2- 5/� f 1/4" 12-1%2*� 1" 2-1/4* 12 13/4„`� 1 !t �8 •• 8„ A A T IRON RING AND COVER SOL T DETAIL 45• (I/g) A10 45- (1/8) BEND DR ] A(31 PIPE MATERIAL AS SPECIFIED BY THE ENCIN£ER NOTES. 1 g" AND 6- CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JOROAN IRON WORKS, INC No 369EI (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BF, A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK. 3'-O" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR FIER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEAN 0 UT DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCIJ4126/202 ti • r � 1� � J.•.•:�•: tMTT 1-1 2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT :ZEST ON PIPE. [..A=ER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. 1 *fib a .:!4 `S?.Tz"k• CITY PRIVATE PIPINC PIPING C. > N UNWPROVED >- RIGHT OF -WAY INSTALL METER 80k AT PROPERFY C.INE WITH LU o 12" LONG COPPER TAILPIECE 9" M N. 12" MAX. (g ll z a cr . ..J LEAVE EXPOSED '4 l a o 8 --- BY PASS NOT ALLOWED FOR IRRIGATION METERS r5 �r-�% '--CRUSHED RRCK BASE TO SUPPORT A _ A VAULT. 2" DIA. HOLE FOR TOUCHREAD DEViCE QUICK -JOINT �! -- COUPLING x MIPT CAST IRON OR DUCTILE IKON vrAT RIAAIN f II 2-1/2" NhN. FROM NEAREST L.. I :................. NOTE: .............. ....--...... AND FRONT EDGE OF- PIT ID 7Hf: CENTER OF THE Hv^l.F MUST Br. AT L£:ASF 1` FROM UNDERNEATH RIBS UNLESS TH£ RIB SPACING ALLOWS THE NUT TO TIG1 � TEN AGAINST 1 f-IE OPEN 51^�E OF -� MORE 1•HAN ONE RIB. TYPICAL R13 MAT RIAI :AST FOR 2" 5 RV.Q::! L1=TER LOCATFD IN PLANTING I P IIATER.AI_ LIST FOR 1-1/2" SERVICE: MF'E:Z2 LOCA11D IN PLANTING SI'R:P BE:IWEFN CURD & SI VfALK BET%VFFNN CUPB & SIDEWALK 1. 2" topped tee, on new water main. I. 2" tapped 'tee on new water main. 2. 4" long X 2' bross ripple with threoded ends (m r), 2. 4" long X 2" brass nlpp'e with threaded ends (MIPT). 3. 2" resi:ient seat gate valve with threaded ends, squerq� operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve nut extension if required (see standard detail 330.1}. valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base bose section, lan-q I to fit, "lug" type cover. 2" brass bushing (611PT x section, length to fit, "lug" type cover. FIPT). 5, 2' X 1-1/2" hex brass bushing b-AIPT x FIPT). 2 each 1-1/2" bross or S. 2 each 2" brass or bronze nipples a"" length, threaded ends. 2 etch bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90" brass or bronze a:bows (FIPT x RPT). bronze elbows (FIPT x FIPT). 6. 2" (A•[iP'") x compression fitting, Ford C84-60" or equal. 6. 1•-•1/2" LNIIPT) x compression fiffng, Ford C84-66 or equal. 7. 2" soft capper tubing type K or brass nipples (M:PT x 141IPT), length to 7. 1-1/2" soft copper tubing type K cr brass nipples (lAIPT x MIPT), length fit, to fit. 8. 2" threaded brass 90• ell. S. 1-•1/2'* threaded bross 90" ell, for Ford L44-•77 or equal. 9. 2" Custornsetter with by-pass Ford: VBH 86-128-11-77 (x 17-3/16 9. 1-••1/2" Customsetter wi h by-•pcss Ford: VBH 86-128-11--66 (x ), McDonald Brass: 3OB715WDFF775 or Mueller B-1427-2 , with flanged McDonald Brass: 3086 21VDFFo"65 or 5lueiler B 1427•••1 1/2", angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball voive anal padlock wings on inlet, and angle check outlet, ball valve on bypass with padlock wings. Customsetter shall volvc outlet• ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and instclied in meter setter by con trac tor_ con tractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and sotisfcctory pressure and payment of oll related water meter fee and sotisfactery pressure wd purity tests, purity tests. 12. 17"x30" Plostie me -ter box equal to Mid -States Plastics, Inc. BCF Series 12, 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" INck Ductile iron diamond plate cover 18'x3l" IASBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18'•x31" equot to kfid-States Plost cs, Inc, MSCBC-1730-R with 2" drilled hole equal to Mid -•States Plastics, Inc. MSCBC 1730•-R with 2" drilled hole for Mr tauchread pit lid, and meter read lid. touchfead pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MiPT), Ford C-14-66 13. 1•--1/2" cauplirg (ccmpresslon x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The prcperty ovmer is responsible for any necessary adaptation or 0-•14-66 or equol. The property owner is responsible for any necessary extension of water service. adcpttation or extension of water service. ICJ O "FE : ALL METER BOXES INSTALLED IN CU:�lCRETu OR PAVED DR`rrz.WAYS SHALL BE CAST--€RON EQUAL TO OLY:MPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM DN BOTH SIDEa OF VIE.TFR BOX. STD. PLAN _ 320.2 P[JBLIC WORKS 1 �2" AND 2" WATER SERVICE LOCATED ------------------------------ ` :+ I.3F.,',-1RT1ifi,I`I' IN PLANTING STRIP I M ARCETC 20L0 i A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DowSlgn Envelope ID 3458681D-914F•4F2D•A859.7C192D3B78A3 INSTALL DETECTABLE MARKING TAPE 12" TO 1 T BELOW FINISH GRADE OVER SS LINES (TYP) _ rW(SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE .Ll O.D. of PIPE �� BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN 405 PUBLIC WORKS PIPE BEDDING PP DEPARTMENT FOR SANITARY SEWERS Martin Pastuchl'26/2C.'I • •w. ww..r FD w "90 DATE E SEE DETAIL IVI I N IF A II�i��ll ��i I�]II��•II�I�! ��� ELEVATION PIPE SLEEVE NOTE: FOR ADDITIONAL PVC PIPE SLEEVE INFORMATION SEE CITY OF RENTON = - EPDXY SEALANT STD. PLAN - 320.4 SHT. 2 OF 2 PIPE _= EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS B(DLTS AND NUTS STD. PLAN •• 320.4 Sht. 1 of 2 PUBLIC WORKS IE 1E PPft❑vED: DEPARTMENT3 1411, AND 5 WATER METER sortin?asccha _Wic IJo: ks Adm n,A,W DATE 112: ocuSlgn Envelope ID 34586810-914F-4F2D-AB59-7C192D3B78A3 Ex_ SEWER MAIN i i i i t PROPERTY UNE SPOOLI I I x 1 1 (LENGTH AS NEEDED) ` I � 0 3'-0" PAIN I I I c r 6" SEWER STu$ ; I i wl ' FUTURE 4" SIDE SEWER 2">< a" STUD MARKING POST PAfNTF.O I r r 5" CAP J 041 TE WITH Tr,E WORD 'SETTER" STENCILED l SEWER MAIN TEE x 6" TEE i i i i I IN 3" NIGH BLACK LETTERS AND r6 WIRE I I I I w WRAPPEO AROUND THE STUB AND 510£wALK i i EXTENDED TO TK TOP Or THE STUD COUPLING (TYP) L J-�--------- 1 c � 3 0 6"x6"x6" SURFACE CLCANOUT ST%I CAST IRON RINO AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR •+ APPROVED EQUAL, SPECIFY 'SEWER' ON 00). CLEAVOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8" M DEPTH I rF_--»»---- L--_l SEND AS AS REQUIRED �' 8 EkST1NO SANITARY _ SEWER fiAA1N _2.0% MIN SLOPE B �\_--uTURE 4' SIDE SE wER 6" SEWER STUt3 6'x8'xB' WYE FUTURE 6'•x 4'• REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR 510E SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLA'r VA,N - CUT IN A NEW PVC "4£E* USING 'STRONG -BACK FLCX*LE COUPLINGS (FERNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING STRONG -BACK' FLEXIBLE C[}.JALI1'PGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPJNGS OR CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E 04EO MAIN - CON%ECTION TO SEWER MAINS THAT HAVE BEEN 11NED (CtPP, ETC), CUT IN A Nrw PVC "TEE" USING `STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO GR APPROVED EQUAL). F "DPE - CCRE-OFbLLEO WITH A ROMAC SADDLE "INSERTA-TEE" MAY 8F USED ON SEW-R MAINS 12- DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCKRUTS OR THE STRUCTURE SHALL BF CCRf-DRILLED ANO USE KOR-N-SEAL BOOTS OR APPROVED EQUAI NO-T&S I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS 0 1+ERWSE SH0'AN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 5" COVER AT PROPERTY LINE OR 3-5• LOWER THAN THE LOWEST HOUSE ELEVATION, M4-I04EVER IS LOWER 3 SIDE SEWERS SHAD HAVE A MINIMUM 2 X SLOPE UI*ESS APPROVED BY THE PUBLIC +ACRKS INSPECTOR 4 FOR ANSPECTION OF DIC SIDE SEWER STUB, CALL 24 HOURS fN ADVANCE. THE INSPECTION PRONE NLVSER 15 ON T"E SIDE SEWER STUD PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT TkE APPOINTED TIME Do NOT 3ACKFILL THE TRENCH UNTIL APPROVAL: IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE: PUBLIC R$CNTFOF-WAY SI.4ALL CONFORM TO STANOARO PLAN 110 OR 110 2 6 THE SAGE SEINER STUB SHALL +4AVE PIPE SEDONG IN ACCORDANCE MATH STANDARD P_AN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR _ICENSED AND BONDED fN TK STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN 406.1 • . PUBLIC WORKS DEPARTMENT INSTALLATION I Martin PaStUChW26/202 (SEWER MAIN TO PROPERTY LINE) DATE LLJ z y Ly a S C? L .AA 1 \1 TO CITY +f � .��J TACKED ���RME ER SEC 6 l<r11N. REE PDXES DRAINING GRAVEL NOTES- 1 , ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEI,SBLIES APPROVED FOR INSTALLATION IN VVASEIING <CN STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. TjHE OWNER/APPLICANT MUST OBTAIN A SEPARATE CI"fY OF' RENTON Pi U1,•'IBING PERMI i• FOR THE INSPECTION OF TI.1E INSTALLATION OF -F-IE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN TI--IE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OINNER'S EXPENSE. A COPY OF TI••IE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WVATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS --CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241. 4. DCVA AND I�AETEI'� BOX SSA..L ISE: LOCATED CN PRIV.AIE PROPERTY AND AS NEAR ;IS POSSIBLE TC; 1'HE WA•rER METER. ZY .` o + + PUBLIC WORDS DEPARTMENT " TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER STD. PLAN - 340.8 MARCH 2O10 1.21, 18" MI A A PLAN VIEW { L1'ATF R :a � SECTION A A. VALVE BOX LID 11t,'iTH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD ` 1 QPERATI,NG NUT "WATER" CAST INTO IT ` i CONCRETE COILLAR FOR EVES IN PAVED AREAS L 4-1/4" DIA. 1 /8' M.N. THICKNESS DsECE CAST IRON VALVE X, R?CH-SEATTLE TYPE OLYMP C FOUNDRY I" STEEL LENGTH AS REQUIRED ' 11/8" MiN. THICKNESS - 2-1/4" INSIDE MEASUREMENT 2-1 /4 EPTH VALVE OPERATING NUT EXIT NSICN VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEE''' BELOW FINISHED GRADE. EX?ENSIO'NS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXIENSION 1-0 BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE Of-- STEEL, SIZED AS NOTED, AND PAINTED WI HL TWO COAT'S OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL 1-0 CARSOfNI-IE: U-1-iLITY MARKEER VALVE Nl ARKER POST TO 8E USED FOR ALL PdA1N I...INE. VAJ..VES C)l!TS'D1F ='.AVFD AREAS 3� 38" MiIN. I j WIDTH 1 _62' 2`4„ i I li 1= IE I3 r` II VALVE MARKER POST PL-1:3LIC" W'IORI S VALVE BOX, MARKER & OPERATING + + €7TT' �R l'TtiCT?Tv'= NUT EXTENSION WHITE n0s1' STD. PLAN - 330.1 M ARCCH 201.0 Lei 120 VOLT ELECTRICAL OUTLET FOR L HEAT TAPE. INSTALL HEAT "CAPE FOR FREEZE PROTECTION CENTER BACKFLOW r PREVENTER IN li CL ENCLOSURE �� REDUCED PRESSURE O I- 3ACK1 LOW ASSEMBLY (RP8A} D 3" hr11N. --� - ir. INSULATED EiNCL.OSURE' 3" MIN, � � BOX OR EQUAL 3/8 X 4 ANCI-IOR = BOLTS PER TURER - IIII Ell_ cfl MAVUF AC _ I 3" MIN. CONCRETE SLAB -------" UNION - FINISHED N GRADE FINISHED GRADE ` I 2» U _ "RAIN = SEE NOTE 4 6" MINIMUM � SLEEVE FREE DRAINING (TYP.) GRAVEL z 7 CONNECT TO R WATER METER 1Pr MEDIATELY ADJACENT TO RPBA t INS'1"AL.LEwD W1 APP'D, I- E � 1 - - : OWNERS ELECTRICAL PANEL. TO OUP l JL EC R�I�1T 1.�'I: ,rJ MATERIAL PER UPC DIRECT BURIFIL OR l�l RIGID -- I�ErR SIDE (SIZE AS REQ.) CONDUIT PER ELEC fRiCAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLES (RPBA's) MUST BE LISTED ON LATEST LIST OF' "BACKFLOW PREVEIN PION ASSEMBLIES APPROVED FOR INSTALLATION IN WASI IINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF TIIE INSTALLATION 0F' fFiE: RPBA AND PIPIN;. "CHin p''r�1NER SHIALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A S GATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS IN;TIAL iNSTA.LLAT10N, AFTER REPAIRS AND ANNUALLY HEREAFTER A"C OWNER'S EXPENSE. A COPY OF ;FIE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH A'1'dWA CROSS CONNECTION) CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SkiA.L..E.R RPBA's, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" iR'BA's. 5. RPBA AND E.NCL,OSURE, SHALL BE LOCATED ON PRIVATE PROP-_RTY AN[? AS NEAR AS POSSIBLE:. TO TI•-IE WATER �11ETER. STD. PLAN - 350.2 PUBLIC WORKS REDUCED PRESSURE BACKFLOW =i1 DEPARTMENT ASSEMBLY IN HOT BOX 141ARCTI 201() m 04 Lw7 � � Lw7 N W 0 0 0 H Z Y U Q P, +� Ti t} d 1�) Y1s �4 m a V) 7 N N Ld 00 a 0 0 0 N N (� Z U) U) 0 Z Z N m m > 0 0 Li.l H H LIJ LIJ d d J �1 W O 06 O o cn Lu co O W �NyO 06 co N W w W 17501 SCALE: NOTED CONSTRUCTION SET Copyright ©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-0.01#13 # Plotted: 4.07.22-12.57 By.(rvissia) BID #: C6ml R-419530 Sheet 30 of 40 U) TOM LU F— w W m Q CV CV O N CI a Q W m 00 Q U M N 00 F- U 00 i %� c c �E �J J c).0) o N N W�N 0 � cm N 9 - h O N � Qo � c o LL-1U N (D° � U U-) � W U-) �� z E)::� L-Li CU N a a c � J (n W 333 N3 m LL— u J u J � U U O O Q 3 = a Q U Q 0 4w �o 011111 JOB: 175013 SCALE: NOTED3 El A R-419531 Sheet 31 of 40 N N O N I 0 I N O JOB: 175013 SCALE: NOTED3 El A R-419531 Sheet 31 of 40 N N O N I 0 I N O U) TOM LU F— w W D 5:, m Q CV N O CV N CL N LLJ m Q U / M 00 00 U 00 0 i %� c c �E �J J c).0) o N N W�N 0 � cm N 9 - h O N � Qo � c o LL-1U N � UY° U-) � W U-) �� z E)::� L-Li CU N a a c � J (n W 333 N3 m LL— u J u J � U U O O Q 3 = a Q U Q 0 4w �o 011111 JOB: 175013 SCALE: NOTED3 El m2 R-419532 Sheet 32 of 40 N N O N I 0 I N O JOB: 175013 SCALE: NOTED3 El m2 R-419532 Sheet 32 of 40 N N O N I 0 I N O L0 TOM LU I— w LLJ D 5, M Q cD CV N 0 CV CST Q i M I 0 Q 00 Ih N 00 U 00 0 i MATCHLINE ---- GRID 2 ---- SEE SHEET El.2 6' CHN LNK FNC PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KIN \\ I -o�R =6 3 I I I0r rn 3 a 6' CHN LNK FNC CONC WALL s ss _ vNi — o o— o o= o o— o------- - ss- ----- i J82 JB2 -� I UP I ' 3 c6a I d I I O UP S S I i 3 �+ I I I II I , I I J J I , ' I WW a 3 0I N \ III 3 I 3 F \ ' 0 - (2)#6, (16)#8, (1)#6 GND - SPAN \ y 1 E2.0 (2)2"C - FUTUf 4 2"C - (4)#10, (1)#10 G �♦ j�i� �� ' i 2"C r (2)#8, (1)#8 GN[ 4"C - (4)#350KCMI 2"C - (2)#6, (16)#8, (1)#6 GND " 2 C - (2)#8, (1)#10 GND 2„C - SPARE ? P 2 C -FUTURE CAMERA 2"C - SPARE 2 C -SPARE �; � I \ •I I I 1 I o ` I III I N I I UNTY, WASHINGTON STATE ii 4 TYP / I CA E2.0 I I Y—I J W1 -- -- - — • • — . . 3 I CAI WWI 2"C 4)#10, (1)#10 GND 9. I I I J J I 13011 N W `` _ w \�\` 2"C - (2)# (1)#8 GND I CAI LU (n Rerouted Electrical Line `� L % �� 2"C FUTU - CAME ♦\ I I 3 I N ♦ IW 2"C - (2)#6, (4)#8, (6 #10 GND #8, #8, W 2"C -SPARE ` " ( 1 1)#6 ' '� ��\ \ 3 I a J , '- C S RE 2"C - FU CAM ♦` ♦ \ i 3 0 �' Cn 2"C FUTU AM �B BOOSTER ' 1 ��♦ `� \ PUMP I I I I I . \`♦ J I I I I I �y 31100N a Deleted Electrical Line\`J , t--------J-� I _ a. 2"C - (2)#81(1)#8,GND I o I ss ss ss i (4) 0 (1)#10 I I I I Rerouted Electrical Conduits JJ ss ss ss — M___� ,, I � Top of Conduit 411.55 1 ® 2"C FUTURE CAMERA - _--- -- �--------JI'I I i0 N / ---- --- IV l ��� i "R - — - - _T___ 11 P �� 2" C - (2)#10, (1)#10 GND I I I I 3 LUMI ® _ I r� `11 In / PICNIC SHELTER 3 ���1 / E2.0 \ 2 C - (4)#10, (1)#10 GND �,; I 1 a N sa n. z \ , II I �o, I 19-\_ so O E2.01 2"C -FUTURE CAMERA \ 1\ \� a �j ; II I cn 3" RP=3 Deleted Electrical Lines \\ \\ 6 TYP ,n \ \ E2.0' l I so U 31 N H N I I p < N CP \y I 2"C - (2i,1 1)#10 I I 3 2 C (2)#10, 10 GND ; I I as o I 31 131 1 1 I • I I I i_ N I I I I I ! a J Uin I I r I I 8" RP=7 2" (2),#10, ( #10 G i o BP BP < 3' (10Cn " I I ,• i 1 o N 6 RP-6.5 3 I I I < 3 J J J / / I W W W JJ I 1 3 vNi I I III I to / II I a c� V) 3 \I ' ' 3 J J RP-6.5 M Cn I I I I I 3 (2)4"C - FUTURE PSE POWER I I 3 fn I I I I 3 (2)4"C - FU E COMM ' ' 3 ri In I In r 3 IIII I � 4k 3 � I < 8" RP-10 I I I 1 I.. I (n I I 3 i c l 3 I I I I J J 6" J,r 3 `�' 3 �RP-10 Ix W I I I 1 1 r� �+ JJ ;wVAZ" I I. _ III i W =o = n— n — n n 6 CHN LNK FNC — i I —O = O n— O— O O O GL--Q —O� I i Vl 3 3 _O = O n Z U) LUI SHED J LU� - V 1 Q' 5 � G TL 0923059115 ELECTRICAL SITE PLAN — GRID'3' Q� 0 10 20 40 60 SCALE: AS INDICATED a D 1 inch7plotted����Feel If measurement is other than 1 inch then the plot is reduced. TL 0923059235 } M I 1 C4 Im 3 I N 31 I CnI 3 En I I - III 7P-7 111 µJj ,,I � F. 1- n 1 GENERAL NOTES: 1. JUNCTION BOX LOCATIONS AND CONDUIT ROUTING ARE SCHEMATIC. ALIGN JUNCTION BOXES WITH PAVEMENT EDGES. CONDUIT ROUTING SHALL AVOID TREES. SUBMIT CONDUIT AND JUNCTION BOX LAYOUT PLAN TO ENGINEER PRIOR TO INSTALLATION. 2. MAINTAIN AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO LOCATE PRIOR TO ANY EXCAVATION. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL CALL 811 LOCATES FOR UTILITY LOCATIONS. 3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED WITH NYLON PULL STRINGS. 4. ALL JUNCTION BOXES AND CONDUITS ARE SHOWN IN APPROXIMATE LOCATIONS. VERIFY LOCATION OF PROPERTY LINE, EASEMENTS AND UTILITIES PRIOR TO PLACEMENT. 5. CAP ALL UNUSED CONDUITS. WHERE CONDUITS ARE CAPPED MARK LOCATION WITH AN ELECTRICAL MARKER. 6. FIELD BENDING OF STRAIGHT CONDUIT SECTIONS INTO LONG RADIUS SWEEPS IS PREFERRED. 7. GROUND ALL IN -GROUND JUNCTION BOXES, HAND HOLES, AND PULL BOXES PER MOST CURRENT VERSION OF THE NEC. FLAG NOTES: ROUTE RIGID STEEL CONDUIT STRAIGHT UP THROUGH FOUNDATION TIGHT TO SUPPORT COLUMN (NO BENDS). SURFACE MOUNT RECEPTACLE IN CAST ALUMINUM FS BOX 18 INCHES ABOVE GRADE. COORDINATE RECEPTACLE CUTOUT WITH BUILDING MANUFACTURER. RECEPTACLE LOCATED IN NEMA 3R ENCLOSURE THAT INCLUDES CIRCUIT BREAKERS. REFER TO SHEET E2.0 FOR FURTHER INFORMATION. BURY CONDUIT 36" DEEP WITH 24" SEPARATION BETWEEN CONDUITS. COORDINATE WITH OWNER FOR APPROVAL OF CONDUIT AND BOXES PRIOR TO CONSTRUCTION. ® INTERCEPT EXISTING PSE SECONDARY HANDHOLE. PROVIDE SECONDARY CONDUIT AND CONDUCTORS TO NEW PEDESTAL PER PSE REQUIREMENTS. LEGEND PATHWAY LIGHT POST TOP, 240 VOLT, 40 WATT LED, 3,000K CCT ON 14, STRAIGHT STEEL POLE 0-❑ PARKING LOT LIGHT, 240 VOLT, 70 WATT LED, 3,000K CCT ON 20' STRAIGHT STEEL POLE O� SIGN ACCENT LIGHT, 240 VOLT, 16 WATT LED, 3,000K CCT, NARROW FLOOD, KIM LIGHTVAULT 8 PICNIC SHELTER LUMINAIRE, 120 VOLT, 25 WATT LED, 3,000K CCT, LUMINAIRE LED #FFW-1212 JB2 JUNCTION BOX, WSDOT TYPE II WITH NON-SKID COVER > DUPLEX RECEPTACLE, GFCI WITH WEATHERPROOF COVER, 120 VOLT, 20 AMP WP C ]kJ FUTURE CAMERA KEY PLAN. 0 1/16 1/8 GRAPHIC SCALE (MILES) CONSTRUCTION SET CoWght@2020 — &%m Dees & Msxiatw (Al fttft ftnr. d) BID #: �o 2 m o N y 0 ID � ID 9 - w w o D M •� o Q (D 0) - 0U U Y° �W(�a° 0E z El�Li-IU) a N wa 3 m LL_ Lrj 6 U U O O HZ Y Q 3 = a Q 0 C) U Q 011111 M +� - 0 n� W O � bt Z J J� a. ~ W C0 � o J N C� ?-� I— U LU •� J W El m3 R-419533 Sheet 33 of 40 U) TOM LU F— w _w a y, m CV CV O CV N CL CV LLJ m U / M 00 00 F- U 00 0 i %� c c �E �J J c).0) o N N W�N 0 � cm N 9 - h O N � Qo � c o LL-1U N � UY° U-) � W U-) �� z E)::� L-Li CU N a a c � J (n W 333 N3 m LL— u J u J � U U O O Q 3 = a Q U Q 0 4w �o 011111 JOB: 175013 SCALE: NOTED E2mO R-419534 Sheet 34 of 40 N N O N I 0 I N O JOB: 175013 SCALE: NOTED E2mO R-419534 Sheet 34 of 40 N N O N I 0 I N O L0 _O O W F_ I I I I I I I I I I I I I I \ I \ I I I I I I I I I I I _ I I I I I I I I I I I I I I- A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET L1.2 (01 � M C 6 tn O O \ V N \ v 4 C7 00 m � W z ' W IW CO ZW JW 2Cl) V ' TL 08898000040 ' i IRRIGA TION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI D L Q Q8 ® RAIN BIRD 1804 8 SERIES MPR PRS-SAM 30 9 L2.1 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. 10 10 10 10 RAIN BIRD 1804 10 SERIES MPR PRS-SAM 30 9 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L21 1/2" NPT FEMALE THREADED INLET. 12 12 12 12 12 12 RAIN BIRD 1804 12 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L2.1 1/2" NPT FEMALE THREADED INLET. 15 15 15 15 15 15 RAIN BIRD 1804 15 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L2.1 1/2" NPT FEMALE THREADED INLET. RAIN BIRD 1804 SAM-PRS SERIES SPRAY 30 SST W/ SIDE AND END STRIP NOZZLES, ADJUST NOZZLE TO FIT AREA TO BE SPRAYED so RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI L2.1 GPM RADIUS DETAIL ® _M_ RAINBIRD 3504 50 1.50 18' 1 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE RAINBIRD 3504 50 3.00 25' 1 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE O 0 rl RAINBIRD 5000 50 3.00 32744" 11 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE •dh RAINBIRD 6504 60 11.1 46755' TURF ROTOR, 4.0" POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, r6�Y STANDARD NOZZLE. 7 L2.1 L2.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATOR. 4 O 1" QUICK COUPLER VALVE, TWO PIECE BODY, LOCKING COVER L2.1 LINE SIZE BALL VALVE O MANUAL DRAIN VALVE POINT OF CONNECTION TO EXISTING 3" IRRIGATION MAINLINE IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 ............................ PIPE SLEEVE: PVC CLASS 200 SDR 21 (6" DIAMETER) TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 6" WIRE SLEEVE SEPERATE FROM PIPE SLEEVE. Valve Callout Valve Number # # Valve Flow #" Valve Size e'A�Nh�' KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) C / C C v o m N N w c_ 2 2 3 O Ili o Q• � C Q� NN c� ii� 1�1 �j J(n Wo N� N3 V O () O H Q Z Y 2 a- Q C) C) U Q 011111 r 0 V Z O J O � a a 4 Z O I- � a �4 0 cd o W LU a. � a co 0 x o Z a J CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L1.1—L1.3.DWG # Plotted. 4.07.22-12.59 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) BID #: Ll ol R-419535 Sheet 35 of 40 r 0 V Z O J O � a a 4 Z O I- � a �4 0 cd o W LU a. � a co 0 x o Z a J CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L1.1—L1.3.DWG # Plotted. 4.07.22-12.59 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) BID #: Ll ol R-419535 Sheet 35 of 40 Ln r 0 W F_ I I3' CHINLNK FNC N0.19'43"W 1.82' S88°42'37"E 40.01' - I • - I GRASS CONC STRI J ASPHALT ROADWAY • LT' - - � - - - ocASPHALT cr I I • 6' WOOD FNC ° ° D z I � rn � �2 C / = o \ CIO / I Z \ 0 / r \ Z o O I \ m Z �. I EXISTING -SLEEVE D fl F1 0 r" 0 o z2/2n I 0 I EXISTING ZONE _U 1 CONNECT NEW VALVE r I TO EXISTING PIPING / o, 1.5 EXISTING SLEEVE / D III 3.0 U I �ID I � I I 1 \ I � l \ I � I \ ISTI 6" EVE I I 25 0. 2 5�.00 5 2. / / I 1 X2" / / I � \ I I1" I I I I1 4 I � I I i II I om � I 1" 3" MAIN I I S D I I I' \ 48.80 24 I 1 /4 I I� 12 I , tl 14.00 23 I I I N I I I EXISTINGSL E 1r4" I o I I o \ I o 1 %4" D I , I EXISTING ZONE CONNECT NEW VALVE I I 2. TO EXISTING PIPING I it I �- I� I 0 ' II ' \7 3. 1.5 I ` I v . 3. IDeleted irrigation Main .5 Line I / I ° I 11/" .0 1" 1 5 I 1.5 _ I I � I 59.23 22 ' / I ° �3 1• _ I 0 EXISTING ZONE o cnl •5 / I ONNECT NEW VALVE t ) I D I TO EXISTING PIPING I _ 1 I � � D 330 1. EXISTING SLEEVE j = ° \ 1.5 50.00 21 I 3 2.4 627 ZY2" \ c A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE -GAS MARKERS "OLYMPIC PIPE LINE" I _ _ I S88°48'26"E 359.25' _ ° - o - 0-0-0-0 - 0-0-0-0-0-0-0-0-0-0-0 - ° - ° - ° - ° - ° - o _ 6' CHIN LNK FNC °-000 o-o-oT-o-° --o-o 00 0 00 o w /-o-o-o oo _ _ , _ 6' CHN LNK FNC -� All Remaining L�c o CY)��� o / // \� sleeves marked in v n r 6 0 N\ o� n N I z o green Z �/ z \ oz _PtI /��� / i� N o \\ \ \ I I 0 I _P Z p\ / (7 \ / Area Sleeved loaded \ Z I c; / = / o a� \ and pipe capped. No \\� I o\ o / Z \ EXISTING P P PP I o L � / Z / o \ existing irrigation to hook �� "» `�,\\ I ci !/ \� o / z \ \ \ TO ISTING into. N / 0 Z / v \ II rn Z / oo rn \ oo \ II w / � \ , I d / N / °� n �/ I I / 4 I oZ G% o 0 0 \ 0p / / / Z / \\\ Io rn I Z 0 / / 0 \ I I \ \ \WC I 0 o \\ I \ C0 • Z \ I z o I W I i / / / N / 0 \ \ I \ z - \ _0 !% \ C n / i%/ // \ \ 0 Oz \\ \ \ N Z Z / L� c\ \ /. 12.0 \ N N - / \ \ oZ 0 / // N/ \\ \ \ \ \ I \ 1 z o / \ I // z / �� ci /'� \ \ \ \ \ I 52.30 \ w n 12Z Z fL / / ♦ o \ / / ZZ 0' / / o � 1.5 \\ 2 \\ \\ / / ,/// ,�/ 14 \ / \ \ \ N�3.0 ' \ \ \ \ o ♦ \ \ I I I / 41 \ \ \ \ \ 1.5 1 \ \ \ \ \ \\ i \\ /� T 1 M 2.5 .5 \ \ �\ ` m J 1 \ 211 41 t 2.5 - \ 0 2.5 / •♦- - - - - \-- .5 12 � \ 1.5 \ - -1 00, ----- \ ♦ \ 54.0 2 2.5 \ „\ \ \ 3 65.11 1� ' \ \ 6" WIRE SLEEv�_ _ - - - 1%2" 12 \ 2 \ \ \ 4 \ \ \ '0 �2\ \ _ - - cc \ \ \ \ \ Z 12 14 1.0 az 2.5 � - _ 1 \ \ ♦ - v A\ \ 1 \V A vv 1 //I F - TV 2 \ \ 2/ 1.5 �? 2 12 14 1 �/- \ \ \\ \\ \\ \ \ 5.21 5f- 1� \ \ \ I \ \ \ \ \ 1%2" \ \ W LLJ 2.5 \ \�\I \\ 1� _ _ \ \ \ \ 14 \ \ \ \ 1 /4 1411 \ \ \ \ \ \ \ \ \ I/4 \ \ 2.5 W ill 1U) Irrigation mainline located \ \ \\ \ \ \ \ \ \ \ \ \ \ directly between BP HPG line \\ I \\ \\\ \ \ \ \\ \ \ 1 2.5 2 \\ \\\ 14\ I \\ \\\\ \\\ \\ \\ \\ 14\ \ 2.5 M \\ \\ \ \\ \\ \\ 1 \\ \\ \\ \\ 12 \\I \ \\ I \\ \\ 14 \ 1 \\ \\ \\ \\ \ \\ \\ 1%4' \ \ \ \ \ \ \ \ \ \2. 2.5 \ \ \\ \ \ \ \ �\ \� \ \ \\ W 112 \ \ \\ \ \ \ \ \ \ \ \ \ \\ 1 J 1 2\ \ 14 I \ \ \ \ \ \ \ 14 \ \ \ 1 u 14 1)/411 2.1/4 \\ \ 56.0 17 2 \ \ \\ \ \ \ 1/411 If \ I \\ \\ \\ \\ \\ \\ \\ \\ \\ 14 \ \ \\ 14 \\ \\ \\ \--------10 2.5 \I \ \ \\ \ \ 14\ \ \ \ \ \\ \\ \ \ 10 \ \\\I \ \ \\ \ \\ 54.00 15\ 1 5 \ \\ I \ \ \ \\ \ \ \ \ \ \ �, \ \\ \ \ \ \ " 1 /4" -------L 2 2" \\ \� \\ 211 ' \\NOTE: CO \TE QCV �\I \\ \ \\ \\ ��� \\ 14 \ 1 \\ \\ 12 , 1 \ \ \ \\ I \ -,LOCATION WIT�i 0 � � 10 \ \ \ P ME B I SI / I \ \ \ \ \\ OF BA6iKST \\ i \ \\ \\ \\ \\ �\ -� L\� --- - I \ \ \\ \ \ ; \ \ \ \ 1/4 \ I \ \ \ I \ \ ;' \ \ \ \ \ \ I\ \ Q \ \ / \I \I \ \ \ \ \ \ • \ \\ I\ \ 1 \ hr4" \ \ \ \ 2.5 \ I \ \ I \ 62.28 20\ \ \ \ \ \ \ \ \ 2"\ 52.70 19 \\ \\ 54.00 \18, \ 1 \ �1.5, 1.5 1��\ �\ \. 12 \� •Zw rL rJ4'4ffl%. 2. SANITARY SEWER MANHOLE-` RIM-422. 5 IE=414.0 , 8"PVC E IE=414.14; 6"PVC S IE=414.06, 8"PVC NW FLOW EA T LADDER OUTHWEST IRRIGA TION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI D L 6 IT Q ® RAIN BIRD 1804 8 SERIES MPR PRS-SAM 30 9 L2.1 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. 10 10 49 10 RAIN BIRD 1804 10 SERIES MPR PRS-SAM 30 9 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L2.1 1/2" NPT FEMALE THREADED INLET. 12 12 12 12 12 12 RAIN BIRD 1804 12 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. LZ.i 1/2" NPT FEMALE THREADED INLET. 15 15 15 15 15 15 RAIN BIRD 1804 15 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L2.1 1/2" NPT FEMALE THREADED INLET. RAIN BIRD 1804 SAM-PRS SERIES SPRAY 30 SST W/ SIDE AND END STRIP NOZZLES, ADJUST NOZZLE TO FIT AREA TO BE SPRAYED 00 RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI L2.1 GPM RADIUS DETAIL RAINBIRD 3504 50 1.50 18' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE ® _ML �L RAINBIRD 3504 50 3.00 25' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE {� 0 rl ( RAINBIRD 5000 50 3.00 32744" 11 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE • RAINBIRD 6504 60 11.1 46755' TURF ROTOR, 4.0" POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, r6�Y STANDARD NOZZLE. 7 L2.1 L2.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATOR. 4 0 1" QUICK COUPLER VALVE, TWO PIECE BODY, LOCKING COVER L2.1 �I LINE SIZE BALL VALVE O MANUAL DRAIN VALVE Hrl POINT OF CONNECTION TO EXISTING 3" IRRIGATION MAINLINE IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 _:_:_:_:_:_:_:_:_:_:_:_:_:_ PIPE SLEEVE: PVC CLASS 200 SDR 21 (6" DIAMETER) TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. - - - - - - - - - - - - - - - - 6' WIRE SLEEVE SEPERATE FROM PIPE SLEEVE. Valve Callout Valve Number # # - Valve Flow #" Valve Size NOTE: IRRIGATION LATERALS MAY BE PLACED IN DRAIN LATERAL TRENCH KEY PLAN 0 1/16 1/8 �Z GRAPHIC SCALE (MILES) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) ram\ C C ^E `/ f mrn wo L) woW � m ° LL1 m o ¢`c 2 w�V�@E U N 3 V Or°c i� ' �E C Zm Q'� s N a c� a J n w N� N 3 Lo \ r I' A VO r O I)f N W Z Y W 0 C)C)Q 111111 N N IO 0 Z J O O b a �1 a 4 Z O 1--1 F_ V 14 Cd O W LLI a. � co a v P. i Ll m2 R-419536 Sheet 36 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-L1.1-L1.3.DWG # Plotted. 4.07.22-13.00 By.•(rvissio) BID #: Ln r 0 W F- A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE - GRID 2 ---- SEE SHEET L1.2 �) IE=411.26, 12"PVC N \ I o I I I (a)� =6 IE=411.06, 12 PVC NE `o \ 10I I ;41 I = J J IE=411.23, 12"PVC S \ I II \ z d 3 I C Ld� IE=412.93, 6"CONC NW \ \ I Q I I LADDER EAST \ I I I I 1 \ \\ I I\ 4 6' CHN LNK FNC I a -I V777 °„- ,�-�7-o °-° T6' 0 LN)K FNC o CONC WAL ---- --- -o - P ZOO2 �' ' 4 -� j 4 l \ \ -` ss w L SANITARY SEWER MANHOLE 2 / l � STORM VAQLT P 3 l RIM=416.04 '-RIM=4 \ l IE=408.05, 8"PVC N \ \ \ \- - - �'PAW CONTROL TRUCTU s & G I \ o IE=407.78, 8"PVC S \ \\ \------' 1 - �. s CMP E \ 1 TRA FIC LO A W IE=407.78, 8"PVC W \\ \ \\ I 1 2 J s TOP OF 1 "CMP FL ONTROL E=417.16 \ g 6 3 FLOW SOUTH / \ » _ \ \ LADDER EAST \IE OF 6 DOWNTURNED E PIPE- 4�17��N / 5 'BOTTOM LIP O\F SIDE PIPE- 13.79 \ \ oo / `� t7s 1X" • A ER EL=411.4 \ 4 1 \ \ Q / _� \ \ 8 �C // 2 ITARY WE� MA OLE / 3 0~~ N / I \ \\ I • \ \ • o z , ^ 1�4„ RI-�16.94 \ s I \ NE 9TH ST IE- 8\31, 8' VC \ / A J 41W5 - I \ IE=40 .25 8" C E\1 2 1 15 7 W / I I i II - - - \ 2.5� 1 „ \ FLOW S \ \ s / /� --1/4 \\ \ LADDER OUATHW ST \ \ / M / Cn \\ - J J v J WW 1 I I o Iff \ \ I 1�4„ �e 4 \ \ \ \ \ I 3 I / l/ i // G/ \ 4 \ \\ \ 'll $ I cn 8 „ \ \ \ 1 z I l/� / l l • g • 2 / TFtiV/ \ \ `\ \\ i $ U-j3 a w Ld I I 4 I I I II / ` ww / „ / H N�, » 2 j ' \ Q PRESCHOOL.. 1 I 1 415 1P � ' I 8 / / I I = J J I W W / 7 60.52 / X / 1 �4„ 41 I • H� rk6 0 1 X 1Y„ / 6 6g/09 / 1.5 ,CL 1/4,r 1 I Q UC o 4 / / E 2 2 / / 1„ I; $ JJ a 3" MAINLINE . � // $ ❑ Q C3- -�• __i \6" WIRE SLEEV / 2„/ / l h I^6 N 4 - ---- ' 3 .75 / / / I 3 OW W / / 12 " 3 FIBER OPTIC MON J 1.5 3 - ��. 1.5 - .. - .. 2 1/4 i 30 30 _ 1\ / 2.5fill JJ �\ .5 \ \ TFiyN/S i / / / 1 / ; I / 41 27 W ---- �. &Rr 45 8 // / 1 1 °JJ •° Added 1 "Quick Coupler /'; I �, � 71 IRRIGATION POINT V) 5 \ / p a 1 „ �98 W • 1" '� \ 15 L2.1 OF CONNECTION \ 4 I W ! c 1 • v V -� \ / / ' • 2„ / II 1 " 8 i w �, SANITARY SEWER MANHOLE 1 .7 •5 .5 2 / i' ❑ 3 RIM=414.22 2�2" �� 1/4" s I I I IE=407.12, 8"PVC N / I IE=407.14, 8"PVC E 3 9 ' 1, �oyA Uj� I IE=407.09, 8"PVC S / I 1 4„w FLOW SOUTH N - _ ---= --- -- - LADDER WEST � � \ � / � x � w 1 „ o o ss ss v, 0 5 1.5 /' ' w w SS SS SS SS SS - 0 - �� � 11%2 Q / -_ / 1.5 2�2 - / 1 �� 1/" Ln o / 1If 4�Ld Ld 1.5 ` >8 Ln 3 1 1 �4' CHAIN LINK FENCE 1.5 / / 1 /5 1 �4" CN / STORM CATCH BASIN 1 1 „ 1/4 w �m J T RIM=413.18 / 6" WI E SLE ! �! 1/2 ILd o �' N / 3 r I IE=409.81, 6"CONC E o 5 W i \ Added 1" Quick Coupler 54 ,' 1 „ 1 1 0 ❑ .D / \N IE=409.35, 8"CONC W o / IT 6q 1 �� \ a � 01 3 RP=3 So / STORM CATCH BASIN If 1 ,r 22 0 SST/ 0 I RIM=411.52 „ V \ �. ' \ 3 • 1/4 • 1 14.00 I I I so IE=410.17, 6 CONC SW Q 1 3 \\ 11 if 61 11 �1 / Ij 4'/ o N 50 v o v. t` v 2„ 2„ / �5 � I STORM CATCH BASIN SOLID LID 4 as RIM= 413.79 2 1Y2" �/ I // ! 1 IE=410.14, 6"CONC NE 6. i=410.49, 'PVC S 1 / I , 1 2" 1 1 �! 2 Q J IE=409.89, 8"PVC SW 3. \ / I // I / • 1 cl 8" RP=7 1 Y4 / 2 I % o BP < BP I o` ' TRAFFIC LIGHT, 1 55.15 1 / 1 �� J J PED. CROSS LIGHT, /4 / / / , / 1 /4 \� 0' 0'�PED. CROSS SIGN T, 6„ RP-6.5 AF / o , "DO NOT 2. 4 EDP GH SI 1 I ~1 1 \ 11.7 ww EN TER 4 5 1 r, \ I _ / / I I �r /4 1\ / �, o X2 ,� i , 1.5 5 / // 1 r, / .. 1 " N 1/ / ,' ,- D 2if /4 I I I Q 1 r, Y4„ 3.0 ' / / f MANH 22 2/ / 412.91.1 „ o J J "DO NOT 408.49, I rn ENTER„ 2 =408.3 1 I `Q 4/ / �� IE=410. /8» 1 0 12.81 4j •6 1 6 5 1.5 ® �/ / 1%4" 1.5 // // • ,/ 1%4 1 °� 30 I 30 ww I ' I cn • N I I 0 ./ 1%2" / I � I _ 1 2 �� I I I I I 1.5 / z / \ I 16 6.00 I � � I � 1 / STOR 11 ISIN ' ' � I I ``.-✓ o l \\ \ I 1.5 I I 3.0 �' / RIM= P2 1 i 3 w w w I I _,,`6" RP-6.5 2" �� I I / / I I i �� I IE-4 0.�8, F o I // co 0000 I 15 � C WIRE SLEEVE 3 .0 _ \ 00 / / 4 / 1 2 1 .0. $ J J J F FJj F \\ \'/ \ \ „ < h 1.5 „ 1.5� \ $ w o I 1/4 3 MAINLINE \ \ \ I z o \ - 2.5 ..� / 58.96 13 �2" Gl�`�\ ,�.-i \ \ \ I 4 z� z \ I W � 1 r�. 0 � J o N W o W z � =o =1 W O1 ZW JW 2U) LV 1 �1 I 211 =t- \ „ , �� _ �_ _. - i A I o?CA I I } "BIKE 1 1 3 \ r o I m 1 I; rr -'3.0 � W W W LANE" 2„ 2„ •'� ; 1�4„ /�. \2 \ \ �\ I 1 BIKE I a I 8" RP-10 1 4 I 1 �'.0.0.001.0 �� .� 2 4 \ 6" WIR SLEEVE 2Y2" 1 Y4" I \\ \\ \\ / ❑ . W 2.0 '4 1.5 - - \ \\ \ 1 ICD 1.5*`Y 1.5 „ \ _ �\ \ \ 3 1 �. 1 \ \ I o 4 1. 17 cn RP-10 z I 1.0 1.5 o �� ,,',_____-_ 112.26 � I 1.0 N z \ \ \\ \\ \\ 1 / I Lj N 1 a \ I ^ -mac -o �- IIII SANITARY SEWER MANHOLE -'06'Wo619.66" CHN LNK FNC I RIM=412.005 o Q IE=406.36, 8"CONC S 1.846o 14 SHED IE=406.40, 8"CONC NW -LADDER NORTHEAST Q ROCKERY I I 0 I dEd w~ I 0 1 0, �\ / 3 7„ M M M /M www \RP-8 Ln J I I Q co TL 0923059115 co TL 0923059235 Q) Q a o I I 7Ld IRRIGA TION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI D L 0 1'T13 QB ® RAIN BIRD 1804 8 SERIES MPR PRS-SAM 30 9 L21 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. 10 10 10 10 RAIN BIRD 1804 10 SERIES MPR PRS-SAM 30 9 Q T H F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L21 1/2" NPT FEMALE THREADED INLET. 12 12 4DOOO RAIN BIRD 1804 12 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. 15 15 15 15 15 15 RAIN BIRD 1804 15 SERIES MPR PRS-SAM 30 9 Q T H TT TQ F TURF SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. L2.1 1/2" NPT FEMALE THREADED INLET. RAIN BIRD 1804 SAM-PRS SERIES SPRAY 30 SST W/ SIDE AND END STRIP NOZZLES, ADJUST NOZZLE TO FIT AREA TO BE SPRAYED so RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION L2.1 PSI GPM RADIUS DETAIL RAINBIRD 3504 50 1.50 18' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE RAINBIRD 3504 50 3.00 25' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE O 6ib RAINBIRD 5000 50 3.00 32744" 11 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE • RAINBIRD 6504 60 11.1 46755' TURF ROTOR, 4.0" POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, V FEMALE NPT INLET THREADS, STANDARD NOZZLE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATOR. 0 1" QUICK COUPLER VALVE, TWO PIECE BODY, LOCKING COVER �I LINE SIZE BALL VALVE O MANUAL DRAIN VALVE I=I POINT OF CONNECTION TO EXISTING 3" IRRIGATION MAINLINE IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 _:_:_:_:_:_:_:_:_:_:_:_:_.. PIPE SLEEVE: PVC CLASS 200 SDR 21 (6" DIAMETER) TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 6" WIRE SLEEVE SEPERATE FROM PIPE SLEEVE. Valve Callout Valve Number # # Valve Flow #" Valve Size VALVE SCHEDULE NO. GPM. SIZE MODEL AREA/TYPE 1 12.00 1" PEB-PRS LAWN SPRAYS 2 52.30 1 Y" PEB-PRS LAWN ROTORS 3 65.11 2" PEB-PRS LAWN ROTORS 4 60.05 2" PEB-PRS FIELD ROTORS 5 55.21 1 %" PEB-PRS LAWN ROTORS 6 60.09 2" PEB-PRS LAWN ROTORS 7 60.52 2" PEB-PRS LAWN ROTORS 8 62.45 2" PEB-PRS LAWN ROTORS 9 60.32 2" PEB-PRS LAWN SPRAYS 10 54.19 1 %" PEB-PRS SHRUB SPRAYS 11 65.61 2" PEB-PRS LAWN ROTORS 12 55.15 1 y" PEB-PRS SHRUB SPRAYS 13 58.96 2" PEB-PRS LAWN SPRAYS 14 61.84 2" PEB-PRS LAWN ROTORS 15 54.00 1 %" PEB-PRS FIELD ROTORS 16 56.00 1 %" PEB-PRS LAWN ROTORS 17 56.00 1 y" PEB-PRS FIELD ROTORS 18 54.00 1 %" PEB-PRS FIELD ROTORS 19 52.70 1 y" PEB-PRS FIELD ROTORS 20 62.28 2" PEB-PRS LAWN ROTORS 21 50.00 1 %" PEB-PRS LAWN SPRAYS 22 59.23 2" PEB-PRS LAWN ROTORS 23 14.00 2" PEB-PRS LAWN ROTORS 24 48.80 1 y" PEB-PRS FIELD ROTORS 25 52.00 1 2" PEB-PRS FIELD ROTORS 26 54.00 1 %" PEB-PRS FIELD ROTORS 27 32.46 1 y" PEB-PRS r6Y 7 L2.1 L2.1 DETAIL L24.1 KEY PLAN 0 1/16 1/8 �Z GRAPHIC SCALE (MILES) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) ram\ C C ^E `/ f aTrn wo N Do� w o m - H ` No 3 �W mo ¢`c 2 2 W Uv8� 3 �' V E � C Q� NN a c� a J n w N� N 3 m Lo V O � N O c Z Y cc) Q01 11111 M 0 V Z J O O a4 Z O �-+ H 0 Cd O W a •� 0 co a .;..I �0 Cl) Ll m3 R-419537 Sheet 37 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-L1.1-L1.3.DWG # Plotted. 4.07.22-13.00 By*(rvissio) BID #. LO _O O GRASS (PARK) SIDE OF D G -PLANTER (STREET) SIDE OF ORNAMENTAL FENCE (SEE PLANS) 10 ORNAMENTAL FENCE (SEE PLANS) s 1.5" FLOW SENSOR (NOTE: PROVIDE Vo MINIMUM LENGTH STRAIGHT PIPE SECTION OF 1Ox PIPE DIAMETERS UPSTREAM AND 5x PIPE DIAMETERS DOWNSTREAM BETWEEN FLOW SENSOR AND ANY FITTING) 3" SCH. 40 PVC :.;. ` PRESSURE/TEMPERATURE SENSOR IRRIGATION MAINLINE "' >:v :. ORNAMENTAL FENCE AND (SEE IRRIGATION �-. I ;.::.'AIw.: CONC. MOWSTRIP (SEE PLANS) PLANS FOR CONTINUATION) I ' D I ,.. .'!b. o E. L - r°�; 3" PVC CHECK VALVE Cr BOOSTER PUMP STATION INSIDE ``' AN ABOVE GRADE BOX U) Q 2" MASTER VALVE, SUPERIOR 3200 w o D f7 3 RPBA IN ABOVE GRADE HOT J ...:. BOX PER CITY OF RENTON STD. PLAN 350.2 (SEE SHEET C5.1) NOTE: INSTALL ALL DOMESTIC 4 x3 C.I. FLANGED REDUCER AND IRRIGATION WATER SUPPLY 4" D.I. WATER LINE AND GATE APPURTENANCES (VALVE BOXES, VALVE (4) FROM EXISTING 4" RPBA HOT BOX, DCVA VAULT, METER (SEE SHEET C5.1) BOOSTER PUMP ENCLOSURE, ETC.) WITHIN CONTINUOUS 6" DEPTH CONCRETE PAVEMENT AREA, PROVIDE 12 MIN. WIDTH MOWSTRIP BETWEEN EDGE OF ° PAVING AND APPURTENANCES (TYP) p i D.. DOMESTIC WATER SUPPLY LINE, VALVE, AND DCVA D (SEE SHEET C5.1) 1 Y2" HDPE SDR9 4 DOMESTIC SUPPLY (SEE SHEET C5.1) ' ORNAMENTAL FENCE AND CONC. MOWSTRIP (SEE PLANS) � D A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE SET TOP FLUSH WITH FINISHED GRADE (TYP) 'JUMBO' CONCRETE PAVING (TYP) VALVE BOX III III —III"• •. •'. ..� ''• �•' � D... ' O.y q_ • .:o • p . III —III °o: ,.r: _ ••Oi;' [7 �P .' • .. �....� . • .III III —III . • l °. .• . e. .. . � ... .e .. . � ... . TOP FLUSH W/ _ _ `. 10" DIA. �� III —III � FINISHED GRADE TOP Y2 ABOVE VALVE BOX FINISHED GRADE _ MII IN LAWN AREAS IN BED AREAS =11 III—IIII1 III=III=1 III=III—III-IIIIIIIII—II 1—III I I I —III 2—ZIP +� K- 1— = TIES III=1 QUICK COUPLING VALVE 6 _ _ III IIIIII'' MARKING TAPE (TYP, SEE 6 ) MARKING TAPE OVER =III= =III= NOTE: x 000000 O°O°O°O0 L2•� Q—I I ° ° ° ° ° ° ° VALVE KEY HANDLE TO CLEAR _ MAINLINE ONLY = I— ° ° — I—� TOP OF BOX BY 2" MINIMUM. =1 I 1 o 0o =III= GATE VALVE (LINE SIZED) o III=III o°�°�° o° o o° III=1 w f 12' OF III— N -III= ° ° ° ° ° ° —III _ HORIZONTAL J DRAIN -III= °� Do BRICK SUPPORTS w z w ROCK = » » z I=I o 0000000 I=III= STABILIZE SWINGJOINT RISER STABILIZER 18" a o ° 6 DIA. PVC PIPE - f 10 LONG; J o �°2° ° o o I » z z I I = ° °tea ° ° I WITH CONCRETE - MIN. 6 IN. LONG, 1"DIA. FILTER - bo od =III UTILIZE 20 DEEP ROADWAY BRICK ° °°o _ I I ALL DIRECTIONS. ENCASE PIPE SCH. 40 PIPE FABRIC =III =III BOX BOTTOM IF MAINLINE —IIIIII—III ,� = III - 11I I II I I 0 1III=III' - DEPTH IS 24 SUPPORTS III I I —I III— —III =—III I- WITH PLASTIC TO PREVENT III— III —I I I ; I1 CONCRETE FROM ADHERING QUICK COUPLER - - IRRIGATION I—� FILTER FABRIC TO PIPE. = VALVE MAINLINE OUTSIDE HORIZONTAL STABILIZER —III III —III— OF CONCRETE 18" LONG, 1" DIA. SCH. 40 PIPE PVC SCH. 40 MAINLINE I I I I I I I=I I— I I I I I I 1=III- TRACE WIRE PAVING (TYP) W/ FLANGE ADAPTERS DURA QC STANDARD UNIBODY PLAN VIEW -III- I WELL COMPACTED 1"DIA.-SCH. 40 #1-A4-1-11-12 (INCLUDES QUICK LOCK). SUBGRADE INSTALL W/ A 30°-60° RISE FROM HORIZONTAL PLANE. MAINLINE TEE (SLIP X SLIP X SLIP) 2 SYSTEM GATEVALVE 3 QUICK COUPLING VALVE SCALE : 1 /8" = 1'-O" ` WIDTH ...� � VALVE TAG (TYP) AS REQ'D. AUTOMATIC REMOTE CONTROL VALVE PER PLAN � IRRIGATION POINT OF CONNECTION STANDARD BOX - 18" DEPTH 18"MIN. CONTROL WIRE EXPANSION ..� ......_ ....., _.......... , COILAT EACH VALVE anv e, ALL SCALE : N. T. S. in"MIA vnlvr SET VALVE BOX F SURROUNDING FINISHE 6" DIA. CLASS 200 SLEEVE (LENGTH AS REQ'D.) CUT OPENING IN SIDE TO ACCOMODATE NIPPLE FROM MAINLINE (MIN. 1" GAP) MANUAL D RAI N VALVE 1"X4" SCH. 80 NIPPLE t3 CF DRAIN ROCK SUMP MANUAL DRAIN VALVE MARKING TAPE 1"X6" SCH. 80 NIPPLE MAINLINE & TEE WELL COMPACTED SUBGRADE NOTES: 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES LEVEL PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. COMPACT SOIL AROUND VALVE BOXES TO PREVENT SETTLING. 4. UNIFORMLY ADJUST DISTANCE OF VALVE BOXES OFF PAVEMENT TO PREVENT PIPING FROM RUNNING UNDERNEATH CONCRETE OR PAVING. VALVE BOXES (TYPICAL) 127 6" 12" 1419 1419 910 :a. a: a . m d .d a � b d � d 4 .d' � 'a.. .d d. d.' .d Q. o. Q� d e d a d d . ..d d a d :Q.. d. d O 4' O° • .. VALVE BOX INSTALLATION L]LIiWHERE BOXES ARE ABUTTING SCALE : 3/4" = 1'-O" EDGE OF PLANTING BED OR LAWN AREA EDGE OF PAVING OR GRAVEL AREA SET VALVE BOX FLUSH W/ SURROUNDING FINISHED GRADE MAINLINE 90 DEG. TURNS MARKING TAPE =1I II 1= I (TYP, SEE 6 ) Q = ' =1 '`' w I= r ,!=:z = I Ell Z = SCH. 80 MIPT g� ICI �I J� UNION (BOTH BOX TO CLEAR PIPE I - = - a o SIDES OF VALVE) BY 1" MIN. (TYP.) = I IIII LATERAL 1 SCH. 40 99 ELL 1 I—f► SCH. 40 MALE O o0 00 00 00 O o 0 0 0 o f ADAPTER SCH. 40 MALE = = oo°Do oOo oOoo 0 oDo 000 00� o� O ADAPTER o o Doc _ -1=III °o�°o 0 0 00�°o�°o�I I MAINLINE W/ TEE CONTINUOUS BRICK 1� �ononoOno oOoO�,oC� n ' ' - SEAL OPENINGS WITH SUPPORTS AROUND FILTER FABRIC BASE IMPORTANT VALVE BOX NOTES: WELL COMPACTED SUBGRADE 1. ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE W/ APPLICABLE CODES. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1" CLEAR AROUND ALL PIPES. 5. SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM ENTERING. AUTOMATIC CONTROL VALVE SCALE : 1 /8" = 1" FINISHED GF IN LAWN AR TOP Y2" ABOVE FINISHED GRADE IN BED AREAS III �III�III�III�III�III�III�III�III�II = III IIII I I—III=1 I I —III IIIIII=1 � II �` = X RAINBIRD 1800 SERIES III- III III =1 I II 11= IIII 111 w oo FIELD FABRICATED, - TRIPLE SWING JOINT (2) MARLEX J I CONSTRUCTION USING STREET ELLS (315 PSI RATED) w SCH 80 PVC SLIP INLET W/ IMPORTANT: r THREADED OUTLET • USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINT 1/2" X 8-12" SHALL NOT BE USED UNDEF SCH 80 NIPPLE ANY CIRCUMSTANCES 450 OR LESS TRACE WIRE rTxL rnei i if,ir LI — SLIP X FIPT X SLIP (1) MARLEX MIPT X FIPT MAINLINE TEE 90 DEG. STREET ELL r9,,, RAINBIRD 1800 SERIES SWING JOINT SCALE : 1/4" = 1" i SCALE : 1" = 3" FINISH GRADE TRENCH DETAIL SCALE : 1" = 1'-O" FINISHED GRADE IN LAWN AREAS FIELD FABRICATED, w TRIPLE SWING JOINT U 00 CONSTRUCTION USING Z (315 PSI RATED) J I SCH 80 PVC wSLIP INLET W/ g THREADED OUTLET N 3/4" X 8-12" / TRENCH BACKFILL PER SPECIFICATIONS t MARKING TAPE OVER MAINLINE ONLY —BARE COPPER TRACE WIRE TAPED TO -_� TOP OF MAINLINE AND LATERALS AT 15 FEET ON CENTER CONTROL WIRES - LOCATE 4" MIN. FROM SIDE OF MAINLINE (TYP) IMPORTANT: • PROVIDE 36" WIRE LOOP AT ALL CHANGES IN DIRECTION • INSTALL AUXILIARY WIRES WITH AN 18" LOOP AT EACH INTERMEDIATE BOX • TAPE WIRE BUNDLES TOGETHER AT 15' INTERVALS (TYPICAL) • PROVIDE A SEPARATE SLEEVE FOR WIRES AT ALL PAVEMENT CROSSINGS �! HUNTER 1-20 AND 1-20 II_ SHORT RADIUS (50 PSI) III SERIES ROTORS —I I I- (2) MARLEX MIPT X FIPT 90 DEG. STREET ELLS IMPORTANT: *USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER xn au rvirrLE 45 OR LESS ANY CIRCUMSTANCES LIN SLIP X FIPT X SLIP (1) MARLEX MIPT X FIPT TRACE WIRE LATERAL LINE TEE 90 DEG. STREET ELL to RAINBIRD 3504Z5000 ROTOR SWING JOINT LI.] SCALE : 1/4• - in THRUST AREA THRUST CAPS PLUGS AREA r-THRUST AREA TEES ELLS THRUST AREA THRUST REDUCERS AREA THRUST AREA CROSSES FITTING SIZES BEARING THRUST AREA OF BLOCK IN SQUARE FEET TEES & ENDS 90' BEND 45° BEND 22.5° BEND 2Y2"& 3" 1-1/2 2 1-1/2 1-1/2 ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL. SOIL BEARING PRESSURE SHALL EXCEED 4,500 LB PER SQUARE FOOT FOR ABOVE AREAS. PROVIDE THRUST BLOCKING AT EVERY MAINLINE CHANGE OF DIRECTION AND TERMINATION. CONCRETE THRUST BLOCKING (LOCATED ON ALL NEW MAINLINE PIPING) I of so �i,ll,Ili,Il,Ili,l1,►�.li,11,11�,11,l1i,11 i w 0 00 w z � I J THRUST AREA SET TOP OF HEAD 1/4 IN. ABOVE FINISH GRADE, NOT FLUSH WITH TURF FOLIAGE h. FINISHED GRADE HUNTER I-40 SERIES ROTORS FIELD FABRICATED, TRIPLE SWING JOINT CONSTRUCTION USING �(315 PSI RATED) SCH 80 PVC SLIP INLET -THREADED OUTLET w (2) 1" MARLEX N STREET ELLS 1" X 8-12" SCH 80 NIPPLE TRACE WIRE INSTALL WITH 30-45° ANGLE - ATLRAL LINE - IMPORTANT: • USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES (1) 1" MARLEX STREET ELL RAINBIRD 6504 ROTOR SWING JOINT SCALE : 1/4" = 1" r= ao mm wNN o� �C:w C �� � LL C rn o 3`c U L) O C �w�^ �z.8 N U.2 V J C MM n � wa IJ(n M2 n3 m LO Sri o Of Q 0 C) Q 0 � m o m Q N N Q 00 0 7 0 W N z N o a Z N W o z UJI > o W a w w a_ J W 0 � Z 0 �-+ 0 OC cd a o a P ., C Z ,�r- � Q J CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L2.1.DWG Plotted: 4.07.22-13:03 By.(rvissia) BID #: L11 R-419538 Sheet 38 of 40 L0 1 O W H 3' CHN LNKINC I IASPHALT ROADWAY I—o--D-• I6' WOOD I I I I I I J \ I \ I\ \ _I I \ \ I I i I I I I I I I I� I A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE SANITARY SEWER MANHOLE 16 4 °AS -� c s `ip RIM=416.46 %- / IE=409.28, 8"PVC N 6� % k �1IEE=g409.24, 88"1PVCj S e N� W W N4iDVER-EAS "r �-W NE 9TH PL �,� o 1,bb N FWND 2" BRASS DISK IN CASE PLANT SCHEDULE T ° _ ° o — o — o\ o — o — o — o \—CADOEa-€RST- - - _ x W WITH 'X; DOWN 0.6't 6 CHN LNK FNC —+2r. — — — _ — — — — — ss — ss — ss — ss — Ss — ss sS — ss — / w 3 �'�' 0.06' EAST OF CALCULATED CENTERLINE ss (0210612020) /\ 9I TREES CODE QTY BOTANICAL NAME COMMON NAME 3 LYN SANITARY SEWER MANHOLE N F-- as as — \b.yy Q x \613S i i / i / I RIM=422. 5 TT T z STREET SIGN o '�� \ II 1E=414.0 8"PVC E I 5� 3 a IE=414.14, 6-PVC S 4 x m O IE=414.06, 8"PVC NW STORM CATCH BASIN \�, I z 33" CEDAR RP=12 z m \ I FLOW E44T I TYPE II 416. 3 0 � � STORM CATCH BASIN GLTR 12 GLEDITSIA TRIACANTHOS INERMIS SHADEMASTER LOCUST LADDER SOUTHWEST I RIM=41765 �\ / 3 i RIM=416.11 \ to I 111 I IE=412.36, 12"CPP E I 1 i IE=4,3.51, 8"CONC E SHADEMASTER' \ CONGA RET. WALL \ IE=413.54, 8"CONC W \z I IE=412.35, 12"CPP SSE __ VVV���o I, IE=412.72, 6"PVC SW lRAFFlC�ILI, CAMERA P I, 3 9 ` 19 o IE=412.40, 12"CPP W l 1 3 \I / i o °y\ ,\ \ I \ I LADDER SOUTH 41 '��J�`'`z' \ T I 6' WOOD FENCE bz f \ \ \ \ \ ro \ N STORM CATCH BASIN �• / , \ \ \ N N RIM=416.30 � g, R ' 3 \ �\ \ \ \ g z \ I IE=412.59, 12"CPP N I I y Os D SD SOD 193,224 SF LAWN SOD \ \ IE=41255 12"CPP W STORM CATCH BASIN1111 RIM=416.27 IE=413.46, 6-CONC SE Qn a / kk STORM MANHOLE // 9 NORTHEAST PLANTING z RIM=416.33 ^ �r}-.�I�I{' 3 IE=411.26, 12"PVC N \!}� L IE=411.06, 12"PVC NE PLAN ENLARGEMENT I \ �°°11 =6 3 41 .9 , IE=411.23 12-PVCS — / IE=6"CONC NW LADDER EAST 6' CHN LNK FNC _ 6'CHN LNK FNC I S I "E OOL CONC WA _ '48 26'6g,�g"� \ \ • • • , Z " SANITARY SEWER MANHOLE RIM=416.04 STORY ULT VA�P•....' Y IE=408.05, 87PVCN \- - - - - / �V CONTROL ':.':.7:.. ":..:: 5.......... IE=40Z78, 8"PVC S '� ---- l \ TR FICto \ , \ \ \ .............. .... .. •....... " .•.:•:.... IE=40778, 8"PVC W \ :.. �•::... .. \ \TOP OF \CMP.F�1, 3RDC.. 7"TB• ':: ':::.::.: FLOW SOUTH \IE OF 6" DO�?JTURN�D: : PREP i •:.7. '.::.: I l� LADDER EAST / S(OTTOM LIP bF\ I- ....... .':::.:,::.:.':.'.':.'.':.'.:'.'.:'.'.:'.'.:'.':.•.".':.':. `'° / .: \ WAZER EL=411.4 '... . • :M • OL ':. o ` V NE 9TH ST m41625 . -+3,� _ / / / / I I I ........................... ...... ........... .::/ ': [ADDER. 0`... ..�':. ..... ..... .. / •r:::: r::::: +� `— / , � / .:.�'::::::::: ': Nis •::.1' ::::. 1' ..:.: ........ ................. ..... .... - - - .:: �: .......::: '.::::::::: '........"PRESCHOOL.." 3 _ / /-- ..... .... . I � 4151 3 I 1 A ) 9 l.. h rz� i ------/ 41. J �z _ Z ::::::::::::::::......:.........................:...................... 6 COMPACTED 4 : r. x ::....::.......:::::::: :':::::::::...... '..:.:; ::::::: / ::'::':..... ' x I A DEPTH IMPORT ..............:::::::::::::::::::.............:`::::::.:::::.............::::::::::.... ' ............ :.::::.:':'r�:: : #:'.; :: : ...................::::............................:::::.........................:::::...: ............::.....:..... TOPSOIL AT SOD ::............................::.............................. ........... �......... ............... �......... I 1 10 SOUTHWEST PLANTING L3.2 PLAN ENLARGEMENT I ?_ _ I I I s I NOTE: — — _ — SET ROOT CROWN — = AT OR SLIGHTLY ASPHALT _ — A/ � 7T/7 // ST " • I ' I ABOVE FINISH GRADE. 2" DEEP MULCH TRUNK PROTECTOR 4" C.P.P. RING AROUND - IN LAWN AREAS — — — TREE TRUNKS IN TREE ROOTBALL — HYDROSEED AREAS _ 4" C.P.P. WATERING EQ E FINISH GRADE SLEEVE FILLED WITH r PLANTING SOIL BACKFILL PEA GRAVEL (TYP) / (SFF SPFCS) 0 20 40 80 SCARIFY SUBG GRAPHIC SCALE ��� () SEE PLANS FOR ADJ. SOIL TYPES FIBER OPTIC MON A,A35 SANITARY SEWER MANHOLE RIM=414.22 / IE=40712, 81PVC N IE=40714, 8-PVC E m I IE=40709, 87PVC S FLOW SOUTH LADDER WEST Ss — SS — SS — SS — SS 1' -4' CHAIN LINK FENCE f 2 STORM CATCH BASIN RIM=413.18 gyp` 1 IE-409.8L 6"CONC E / \ 0.� IE=409.35, 8"CONC W SD \ `3• RP=3 s� / STORM CATCH BASIN 1IM=411.52 IE=410.17, 6"GONG SW sa STORM CATCH BASIN SOLID LID RIM-41379 IE=410.14, 6"CONC NE -410.49, 67PVC S IE=409.89, 87PVC SW 8" RP=7 y r 7` TRAFFIC LIGHT, I Q PED. CROSS LIGHT, -,,.ZED. CROSS SIGN �6" RP-6.5 "DO NOT II ENTER" _-�"DO NOT ENTER" I�a I'ti w I (D 1 6" RP-6.5 i "BIKE v�LANE" , 8" RP-10 a 6" `RP-10 0 1 �SA ARY SEWER MANHOLE RIM-412.00 IE=406.36, 8-CONC S IE=406.40, 8"CONC NW - LADDER NORTHEAST 0 1 7 RP-8 g\P-7 1 "BUS --STOP" "20 MPH" SCHOOL ZONE AND CAMERA CONTINUOUS OUTER ROW OF AREA FOR SPACING PLANTS SPACED 'P' ON CENTER ADJUSTMENT AND SET BACK FROM THE PLANTING BED EDGE 2/3 'P' + + 2/3 ,P, + 7 + (EDGE OF PLANTING BED + + + + + + + + + + +_+/VV\+_+ + + + + + TRIANGULAR SPACING WITHIN 2/3 'P' PLANTING BED SPECIFIED PLANT SPACING='P' INDIVIDUAL PLANTS REPRESENTED AS: + SAMPLE PLANTING BED • --------- •--------- •---------T\ <11 ,\ CENTER OF PLANT MASS SQUARE FOOTAGE PER PLANT TRIANGULAR GROUNDCOVER SPACING NOTE: I III REMOVE ALL BURLAP AND WIRE FROM ROOTBALL AFTER TRIANGULAR PLANT DIST. BETWEEN I SQUARE FOOTAGE PLACING IN PIT. SPACING = P PLANT ROWS = R AREA PER PLANT 1.000 (1299) 0.866 1 0.866 LAWN AREAS, OUTSIDE OF BALLFIELD OUTFIELD Tf=nll CUDIID P. C14 GROUNDCOVER AREAS, SEE SECTIONS. SOD CONT CAL / SIZE DETAIL B & B 3" CAL / 14-16' H 4 L3.1 FINISH GRADE AT SOD LAWN TO BE FLUSH WITH TOP OF CURB OR WALK EXCEPT WHERE NOTED ON PLANS SUBGRADE (SEE NOTES) TOPSOIL, ROTOTILL 2" DEPTH OF TOPSOIL INTO TOP 67 OF SUBGRADE PRIOR TO ADDING REMAINING TOPSOIL TOPSOIL ROTOTILLED W/SUBGRADE ROTOTILLED SUBGRADE 85% COMPACT SUBGRADE TOPSOIL INSTALLATION NOTES: 1. ROTOTILL SUBGRADE TO A 6" DEPTH. 2. PRIOR TO INSTALLATION OF TOPSOIL, REMOVE ALL DEBRIS INCLUDING CEMENT; CONSTRUCTION DEBRIS; QUARRY SPALLS; AND OTHER MATERIALS DELETERIOUS TO PLANT GROWTH. OBTAIN APPROVAL OF FINISH SUBGRADE PRIOR TO PLACING TOPSOIL. 3. FINISH SUBGRADE SHALL BE SMOOTH, UNIFORM, AND FREE OF RUTS OR TRACKS. REMARKS ROOTBALL MIN. 32"DIA X 19"DEEP, ACCEPTABLE CONTAINER SIZES #45,#65,#95/100, MATCHED SIZE & FORM, LIMBED TO 6' A.G. LAWN TOPSOIL INSTALLATION SECTION OUTSIDE OF BALLFIELD- SCALE : 1" = 1'-0" 2X CONTAINER DIA. 'i TOP DRESS r- W o FERTILIZER `_' 2" MULCH OVER ENTIRE SHRUB °`� " ° AREA INCLUDING IN FINISH GRADE w o v BETWEEN PLANTS 45�T'1'F ' j/�j��j��� FINISH GRADE 2" DEPTH MULCH III III — SCALE : N. T. S. 80 ORNAMENTAL FENCE & CONC. MOWSTRIP SEE PLANS) '6"MIN. DEPTH FOR ADJACENT — — — _ — TOPSOIL UNDER SOIL TYPES — — — — ROOTBALL AT PLANTING SOIL 2 x ROOTBALL DIAMETER PARKING LOT BACKFILL (SEE SPECS) ROUND PIT NOTE: REMOVE ALL BURLAP FROM ROOTBALL AFTER, OR REMOVE FROM CONTAINER PRIOR T0, PLACING IN PIT. �LSHRUB PLANTING DETAIL SCALE : N. T. S. NOTE: SHRUBS & GROUND COVER NOT SHOWN NOTE: REMOVE BURLAP i AND WIRE FROM SIDES J OF ROOTBALL AFTER PLACEMENT IN HOLE. � NOTE: SET ROOT CROWN AT OR SLIGHTLY ABOVE FINISH GRADE. TREE ROOTBALL 4 FERTILIZER TABLETS 4" C.P.P. WATERING 2" DEEP MULCH SLEEVE FILLED WITH HOLD DOWN 3" PEA GRAVEL (TYP) FROM TOP OF CURB 2% 41 ' _U �III— I I 24 III I - . �rK�,� 1917 �PEGS) SCARIFY SUBGRADE 4" CORRUGATED = III —III COMPACT SUBGRADE TO 95% PERFORATED (PP)LATERAL DRAINLINE OF MAX. DRY DENSITY (TYP) _m _m V J.�c aO O7 N W) � 0 C m c6 - � 7 m � LL m @J rn o U Q -2 � o 5000, O C N U �p � Y 333 JU) n3 W 4 ! v ' \ �Q 4 ! � I/1 yr yr 0 0 LLJ Z Y U Q N OJ N Z -O o°w L w1Ld zo Z <V) vwio (nQJ w U a_ m m a N N W 00 Q O w V) Z N O a- Z N LLI O Z V) LLI > 0 I J-I LLI J Q I_ � W 0 06 o Z b J cCc 1 -4 oo �-, CO Z �r Z Cd o a a � a 0 � IL Cd a .� �14 cn 0 TYP. LAWN AREA TREE PLANTING DETAIL - SCALE : 1 /2" = 1'-0" GROUNDCOVER SPACING DETAILS. SCALE : N. T. S. TREE PLANTING AT CENTER ENTRY PLANTER CROSS SECTION - SCALE: 1 /2" = 1'-0" CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L3.1—L3.2.DWG # Xrefs: (DIESEL evaluation failed) # Plotted: 4.07.22-13.25 By.(rvissia) BID #: L11 R-419539 Sheet 39 of 40 Ln _O O W F_ 12$-0" (PLANTER) 12" A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE 9,-O„ (SIDEWALK) �I PROPOSED ORIGINAL R.O.W. LINE R.O.W. LINE 9,-6„ 80 I (PER LLA) ORNAMENTAL FENCE 2" DEEP MULCH & CONC. MOWSTRIP I 4" C.P.P. WATERING SLEEVE FILLED WITH PEA GRAVEL (TYP) HOLD DOWN 3" FROM TOP OF WALL :4 4 C.P.P. WATERING SLEEVE FILLED WITH lk I. 24NEW COC. SIDEALK " WPEA GRAVEL (TYP) — I a . I I FINISH GRADE 8'-0„± (PLANTER) 8'-O" f N.T.S. (APPROXIMATE) NOTE: SHRUBS & GROUND COVER PLANTS NOT SHOWN NOTE: REMOVE BURLAP AND WIRE FROM SIDES OF ROOTBALL AFTER PLACEMENT IN HOLE z O NOTE: SET ROOT CROWN ``' v AT OR SLIGHTLY ABOVE o c z FINISH GRADE z z -TREE ROOTBALL ~ _ -4 FERTILIZER TABLETS zUj -2" DEEP MULCH Uj w 9 -PLANTING SOIL BACKFILL p z (CONTINUOUS) w EXISTING CURB a .� AND GUTTER _ D , e D• .... 241 I .. SCARIFY SUBGRADE -' ' 'L,�,� � K O Ir COMPACT SUBGRADE TO 95� -� , ,� � p� I ` nrf = _ 36 ,DEEP ROOTBARRIER, OF MAX. DRY DENSITY (TYP) —1 -��� I`� �I`T 11�0 G (20 LENGTH TYP) TWO 4 CONDUIT 24 DEEP ROOTBARRIER, p W _ CENTERED ON TREE TRUNK (FUTURE COMM., CENTER ON TREE TRUNK (PAP) LATERAL DRAINLINE IN SEE ELEC.) (20' LENGTH TYP) 12 x18 PEA GRAVEL TRENCH LATERAL DRAINAGE TRENCH TREE PLANTING ALONG UNION AVE CROSS SECTION SCALE: 1 /2" = 1'-0" SEE 3 FOR SHRUB PLANTING L3.1 e\NORTHWEST PLANTING PLAN ENLARGEMENT u., j SCALE: f = m• SEE 3 FOR SHRUB PLANTING L3.1 LSD SD - NORTHEAST PLANTING PLAN ENLARGEMENT SCALE: 1" = 10' PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME • GIBI 7 GINKGO BILOBA'MAGYAR' MAGYAR GINKGO • PRYE 4 PRUNUS x YEDOENSIS 'YOSHINO' YOSHINO CHERRY STPS 6 STEWARTIA PSEUDOCAMILLIA JAPANESE STEWARTIA k11s G 0 GROUND M CONT CAL / SIZE DETAIL REMARKS B& B 3"CAL / 14-16' H e ROOTBALL MIN. 32"DIA X 19"DEEP, L3.2 ACCEPTABLE CONTAINER SIZES #45,#65,#95/100, MATCHED SIZE & FORM B& B 3"CAL / 14-16' H e ROOTBALL MIN. 32"DIA X 19"DEEP, L3.1 ACCEPTABLE CONTAINER SIZES #45,#65,#95/100, MATCHED SIZE & FORM, LIMBED TO 6' A.G. B& B 3"CAL / 14'-16' H e ROOTBALL MIN. 32"DIA X 19"DEEP, L3.2 ACCEPTABLE CONTAINER SIZES #45,#65,#95/100, MATCHED SIZE & FORM, LIMBED TO 6' A.G. CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE DETAIL REMARKS BLCH 45 BLECHNUM CHILENSE CHILEAN HARD FERN 1 GAL 10"-12"" MATCHED SIZE & FORM GS 116 GAULTHERIA SHALLON SALAL 1 GAL 10"-12"" MATCHED SIZE & FORM IC 519 IMPERATA CYLINDRICA'RED BARON' JAPANESE BLOOD GRASS 1 GAL 10"-12"" MATCHED SIZE & FORM POMU 187 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL 10"-12"" MATCHED SIZE & FORM RN 167 RHODODENDRON X'RLH1-3P3' TM BLOOM-A-THON WHITE AZALEA 2 GAL 3'4 MATCHED SIZE & FORM CODE QTY BOTANICAL NAME ARUU 2,963 SF ARCTOSTAPHYOS UVA-URSI SAUM 958 SF SAXIFRAGA UMBROSA COMMON NAME KINNIKINNICK LONDON PRIDE THPS 404 SF THYMUS PSEUDOLANUGINOSUS WOOLY THYME CONT DETAIL SPACING 4"POT ee 12" o.c. TRIANGULAR SPACING L3.1 L3.1 4"POT ee 12" o.c. TRIANGULAR SPACING L3.1 L3.1 4"POT ee 12" o.c. TRIANGULAR SPACING L3.1 L3.1 _ o � I � r 51'-6» oW3 0 0 o ME a o m � wo0 LL 0 LL C rn o 3`c w �U �LD U � O C Z. U �p Na �m C4Q�� J(n n3 m 04 LO Sri o o W Z Y W U Q I C) N OJ N o' 0 �o w WZ zo Z H�U vwio (n�J U� :3(L m a V) N N LLJ 00 a 0 o O O V) V) N a a Z W W o — z z > 0 0 W WW J Q F_ W 06 o Z J a a •� �-, CO z Z cd o Q a � a s~ IL Cd a •� (1) 0 17501 LS"CALE: NOTED iiiiiiiiiiiiiiiiiiiiiillillilillilI tot SOUTHWEST PLANTING PLAN ENLARGEMENT L3.1 SCALE: 1" = 10' SOUTHEAST PLANTING PLAN ENLARGEMENT SCALE: 1" = 10' CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L3.1—L3.2.DWG # Xrefs: (DIESEL evaluation failed) # Plotted: 4.07.22-13.26 By.(rvissia) BID #: L12 LR-419540 Sheet 40 of 40