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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 v J � N a ." M _ O m w aU � m a� w �U CITY OF RENTON OFFICIALS • B N LTANT SU CO SU S w CITY MAYOR CITY OF RENTON PARKS, PLANNING, Civil Engineers. L _ w3 rr1 LLI ILJ�l U J (!J N3 ARMONDO PAVONE AND NATURAL RESOURCES ® Sitts & Hill Engineers, Inc. g KELLY BEYMER, COMMUNITY SERVICES ADMINISTRATOR 4815 Center Street COUNCIL MEMBERS LESLIE BETLACH, DIRECTOR Tacoma, WA 98409 ANGELINA BENEDETTI ALAN J. WYATT, PROJECT MANAGER Phone (253) 474-9449 RANDY CORMAN ADMINISTRATIVE OFFICES Contact: Don Davis. PE RYAN MCIRVIN RENTON CITY HALL BRUCE DEES o VALERIE O'HALLORAN 1055 S. GRADY WAY Elect. Engineers: can Q RUTH PtREZ RENTON, WA 98057 ASSOCIATESN \ \ a N ED PRINCE PHONE: (425) 430-6600 • Landscape Architecture • Urban Design Stantec 0i 0) KIM-KHQNH VAN 0 w (n 0 Site Planning • Recreation Facilities Design 720 Olive Way, Suite 1400 Seattle, WA 98101 222 E. 26th St., No. 202, Tacoma, WA 98421 (253)627-7947 Ld 0 o U a o www.bdassociates.com info@bdassociates.com Phone (206) 224-3667 Contact: Shawn Jensen, PLA, ASLA Contact: Chris Fote, PE M F- Z N Z W OO Ncli LLOD W -� OZwV WZ�a ZO HcnU ¢ v5o N�JD Q U� = J- V) a X W W M� W Q N W N Q 06 O W (n Z PERMIT SET OCUMENTS FOR. V) a Z N W O Z N LLI > O 10C I iAFAOL 14 1 E; 113AOL I t 14 1111 l;tl: If 1E I I 1E 11 ir 0 w a 111111 O5 AV NORTHAST, 0o UNION OC. T Y �fu% RE To T 0_N9 9 VICINITY MAP LEGAL DESCRIPTION SYMBOLS CONTENTS .�Y Wjldll ndl Park 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. COVER SHEET PROJECT SITE PARCEL 162304-9104 2 G0.2 EXISTING SITE CONDITIONS POR OF NW 114 OF NW 114 OF NW 114 DAF -- BEG AT SECTION LETTER 3 G0.3 COMPOSITE SITE PLAN May Creek 815 Union Ave NE NE coR SD sveD TH s 298.124 FT TH W TO E LN OF DES 4 SV-1 TOPOGRAPHIC SURVEY 2016 1 of 4 Park MO 1281 TH NES SWAY T TO POB LESS STS TGW PORSEC VAC ST ADJ PER A 5 SV-2 TOPOGRAPHIC SURVEY 2016 2 of 4 0 DIRECTION OF CUT � SEATAC VAC ORD #09-1002 REC #20100225001310 L3.6 6 SV-3 TOPOGRAPHIC SURVEY 2016 3 of 4 p 40 W PARCEL 162304-9412 SHEET REFERENCE 7 SV-4 TOPOGRAPHIC SURVEY 2016 4 of 4 ;_10 W 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 w 36.28 FT OF W 279.34 FT OF S 332.15 FT OF NE 114 OF 9 D 1.1 DEMOLITION & T. E. S. C . PLAN - GRID 1 GeraeCeulon Z 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' ~ Memorial _ > 114 OF NW 114 OF NW 114 LESS PORTION LY NWLY OF > > Beach Park - Q ARC OF CIRCLE RADIUS OF 25 FT TANGENT TO NLY & KY 11 D1.3 DEMOLITION & T.E.S.C. PLAN - GRID 3 ,� LV o Z- 30 FT EXCEPTIONS DETAIL CALLOUT 12 D2.1 T.E.S.C. DETAILS & NOTES > z�,'�'�� 13 C1.1 LAYOUT & MATERIALS PLAN _ GRID 1 PARCEL 162304-9110 DETAIL NUMBER a POR OF NW 114 OF NW 114 OF NW 114 LY ELY DES 14 C1.2 LAYOUT & MATERIALS PLAN GRID ,2, � �r,� P i ;E'�" MOINES WY S & S OF S 129TH ST & W OF 18M AVE S & 15 C1.3 LAYOUT &MATERIALS PLAN -GRID 3 .� p� { NLY OF S 130TH ST TGW POR VAC STS ADJ PER SEATAC 2 > VAC ORD #09-1002 REC #20100225001310 L3 2 16 C 2.1 GRADING & DRAINAGE PLAN - GRID 1 17 C2.2 GRADING & DRAINAGE PLAN - GRID '2' a PARCEL 739140-0005 SHEET REFERENCE . PARK ADDRD TGW POR VAC STS ADJ 18 C2.3 GRADING & DRAINAGE PLAN - GRID 3 s PERES ATAC VAC ORDS#09-1002 REC #2010022500 310 19 C3.1 GRADING & DRAINAGE SECTIONS & DETAILS x 20 C3.2 GRADING & DRAINAGE SECTIONS & DETAILS M ALOSe Flefllt�ge Park21 C3.3 GRADING & DRAINAGE SECTIONS & DETAILS 5E iami i �. East Reritwi ��'s 22 C4.1 SITE SECTIONS & DETAILS ti5 H`g"'a'id� 23 C4.2 SITE SECTIONS & DETAILS 24 C4.3 SITE SECTIONS & DETAILS 1 Renton 25 C4.4 SITE SECTIONS & DETAILS ReLx 26 C4.5 SITE SECTIONS & DETAILS 27 C4.6 SITE SECTIONS & DETAILS 28 C4.7 SITE SECTIONS & DETAILS Philip Arnold Park 29 C5.1 SEWER & WATER SITE PLAN ;..Claplu'rod Golf or�t~aQ 30 C 6.1 SEWER & WATER NOTES & DETAILS = 31 E1.1 ELECTRICAL SITE PLAN - GRID 1 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 DEVELOPMENT ENGINEERING jchavez 03/17/2022 GOA R-419501 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) Sheet 1 of 40 CADD filename: R: \DRA WINGS \ 17501 - RENTON KIWANIS PARK IMPRO VEMEN TS \ 10 - REV PERMIT SET\17501-GO.1- GO. J.DWG // Plotted. 1. 18. 22-12: J7 By(sjensen) BID #: Ln O LLI F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE I I GAS MARKERS SANITARY SEVER h A 3' CFN LNK FNC 'OLYMPIC PIPE LINE' RIM=416.46 16.4 S .b 40A' _ I S IE=409.24 8•PVC S k`N I I W W Z ° A - I I o .W NE 9TH PL .� A1W u0 Q r-Gwro 2• eRAss asx �I CASE I • R GRASS OCNC STPo SQC LNK FAG- °I- O O O - O - O p p n - ±L o' m %- T• L4VL LNK O� O O O 1A000rD111`� x x x W I N MI1N 7r DOKN a6! ^� f�,',,, a08' EAST OF CALCLXA70 CEN7E7 M -ASPHALT ROADWAY • ASPHALT O� v ? o I / c%(D 00 i / ~e'- - - - - _ I •'.' - SS SS SS SS SS W 3 i�I�Ip20J I , .� VT o g m \, I SANITARY SEVER MANHOLE I O$ ,bg6 o Q xi 6 Si17EEi SIGN En ��� E=414�o�8TlCE I lY WOOD FTHC m r Y` / i m E �14.06. PVC NW STORY CATCH BASIN I z (n I 33• CEDAR RP=12 o N / �� to c \ FLOW EAST I TYPE I 41s. 3 STORY CATCH BASIN LADDER SOUTHIEST I RA*41Z65 MU-416.1E m ..LL E-412A 12 CPP E E-41151, 8•CONC E * -UP- �,,� ,"' ( z / m / "\ o I I $ E-4111% 12CPP SSE W L = 3 E=41554 8•Cp1C W I ° \ / 'ts I / / / \ i \ 1 4 E-4127Z 8 PIC SW 1RAfFlC 5' W CAMERA . 9 E-41240, 121CPP W LADDER SOUTH \ 41 NC00 FENCE 2 N k' i \ \ 1 Si0/AM CATCFI t7ASW \ CD z \ \ "' a H8M=41&30 'cNi' \ E-41259, 12'CPP N PIP 0 A^ �• ^: i E-41255 121CPP W STORY CATCH BASIN h I ? I GA z I o / 4 / K / \ 4 \ \ \ I E-41 16.27 i z M�_SMRM MANHOLE QQ / / / ^ \ \ \ \ \ \ RAP-4146, 6 CONC SE \ 3 RBk416.3 n i ( / 'dia \ \ I N ' `Y` E-41f.26, 12PVC N m u / / / / / / / / N \ I I a ^ \ =g I E-411.06, 12PYC NE 41. Ed129J 6CONC NW I b I z/ / / , ' / / / / / ,,... \ \ \ \ \ I I I l E-4112LADDER EAST \ c A \ \ (/ / / l� \ \\ \\ \\ \ \ \I \I WCHN LW FNC 6' CHN LNK FNC C WA J I\ q- II _ - H*7T APPx Lie s rS� 0 15 1 U GYrIP \ F E aF 8' 3'DE PIPE�1*17 °°NNiuBEB BUp LP OP soE PFE .Nd79 WATER a-n.ix srMTARr �wAMwLE \ I1 / \ � \ \ \ \ \ \ / / / \ I � z / � � '$e RRr••g6.94 f 0 6' CH4\1N LW FEW F 40828. 8PIC E ATOP C7 ML LALA D,EOW R�SOIf1HRE5T \ I MRS N, �t I 1\ I 1 1 OP I/ I /mmI L/ I LW I 0 m / Qy/ ,,pp4NWW c x 1s.3 CONC PATH COLHG PAIN I STCRY CATCH BASIN STREET �T, � / / / / / / CR$S LIGHT. P4OLHOSs SIGN TAKE RAG! ri' / / / WSTORM MANHOLE 28 sN \ _ / C7 \ I I ' ` / �� y'•+ \ I 1 STOW C01OH BASIN 8 \��j� RW=412J8� `�L I IE 4fa.'f8. CLWC E q I---0 it / __ xb � or\O ° 3 p\ y \\ R I \ \ \ \ LE- ��a I \ \ \ \ \ 1\ z \ m I 2' WOOD o--n 2' WOOD FNC / o �- o p-t do-- L- -0-- [}- 0- • LNK FNC z e' CHA LNK FNC • CNN LW FNC . �SHED 8 LW FFNLE I a OEE / TL 06898000G40 TL 0023059115 gggTTHT 1L 0923059235 I / / 12 I / L 412.11 I CAUTION RFFIECTDR inP•J STORM CATCH I / / I / / E-409.44 6'CONC SE y � / I mmmS I 'I I RECOMMENDED CONSTRUCTION SEQUENCE: E-"-g CN I I,- 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. �D�6WTMGOIGS I FLOW SW. 8'CLWC W 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. ua�R ISTORM I'I RIY=411.47 y I I 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE E-407.6Z 12CONCN E=407.47, 12CDNc s I a APPROVED PLANS AND/OR PERMIT CONDITIONS. I X\I •' jr 4. CONTACT CITY INSPECTOR (AND OWNER'S REPRESENTATIVE) TO INSPECT AND p5 46 SIGN -OFF ON CLEARING LIMITS PRIOR TO ANY CLEARING. _ '°"""° M Ir-111 5. INSTALL INITIAL EROSION CONTROL CONSTRUCTION ENTRANCE( ), INSTALLSTALL PERIMETER GRADE PROTECTION (SILT FENCE, - - s STRAW WATTLES, BRUSH BARRIER, ETC.), CONSTRUCT SEDIMENT PONDS AND A�""`T _ ^'E 7M a'' TRAPS (IF REQUIRED). ,32,E Iftow - R 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 SANTARY SE" HAMM R81=418.04 E-4ZOA 811PYC N Ed07.78, BPIC S r Ed07.78, 01C W FLOW SOUTH \ LADDER EAST 3 I + NE 9TH ST 416 25 K0757 uj o z151 N Ix 0 415. A756 I qII I 6f 37 1 AEI T IHI 11_�-' FIBER OPRC YON SANITARY SEVER MAW" 3 IBM-414.22 I E 40ZIZ 811PbC N E 407.14, 811PbC E I E 407.09, 811PYC S 4'W \ FLOW SOUTH AM LADDER VEST SS SS SS SS SS SS SS SS SS SS SS SS - %T 4' CHAW LIMK FENCE STORM CATCH BASIN 1518 E-40 / \ 409.8t, 81COYJC E E-408.3. 8'CONC W So '3* RP=3 S10RM C4TC H BASW V4 / RW=411.52 14.00 Q �' SID IE 4fa 17, 6'CGHC sw SilaRAl CATCH BASIN !7 F� 3t 79 N E 4fa 14 61CONC NE v iE 410.,R 6PYC S LIP I II I�13 E 8P4C SW 8" RP=7 P=7 11iAFFIC LIGHT, rn I Q FM CROSS LIGHT, FM PCROSS SIGN I 'DO NOT T' b0 NOT 3 I vT ENTER' 30' Ca.9 3D' I 6S 3 I � -6• RP-6.5 � IIAST � !n Q ?ff LANE• kg* RP-10 C0 ARY SEVER MANHOLE RW41200 E;406.36, 8'COINC S E-406.40, 8•CONC NW "LADDER NORTTEAST \1 o �RP-8 /IIM� / I a W" I r -7 BI/S 3 3. Q ca / 0 \ 8TH ST 4S (IS S1DRY f.1TCH IiASW HTNWfa E-W7. 811COIRC N E- 07. 8•CONC W S70P' 20 MPH• SCHOOL. ZONE AND CAMERA 1 6' RP-9 �SANITARY SEVER MANHOLE RW-41203 E 4055.E 811PIC N 40551, 8P7C SW FLOW SOLIIHN _ST LADDER EAST s71TRM CATCH BAsm RIW411.04 h IE=4OLCOL77, 6•NC SE IE-406.35% 8'C0NC S � to IE=408.64, BCONC N Z iQ STORM CATCH BASIN RAM=411.03 E 409.21, 611PLC NW E 4O8.9Z 8 UI ME SANITARY SEVER MANHOLE MU-411.58 E 405.5z 81CONa N E-405.3. 8PK NE E-40523 61CONa E E-4014 eCONa S E-466.40, 6'CONG NW FLOW SOUTH LADDER EAST \-FWM 1.75• BRASS OISK IN CASE w7H FmcH', Dow a4'f �♦002 0.R. CONTROL PT. 11848 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 i GRAPHIC SCALE � m a� U � U V � (E Q �W rr1 a7� zm U �p V J m c C N 3 J (!J N3 N N 0 0 W W Z Y m U Q 111111 U) W 0 C H O!,A �'..tK� 1C.al. • p �) W F_ V♦ a' O z W 601 G0.2 R-419502 Sheet 2 of 40 PERMIT SET 1 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-G0.1-G0JDWG // Plotted. 1.18.22-12:38 By.(sjensen) BID #: Ln O L LI I- 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 FNCTI 1'F '/ Z I I 1 U SANITARY SEWER MANHOLE I - 'OLYMPIC PIPE UNE' NO'19'43'W 1.82' RIM=416.46 O I S.12'37'E 40.01' _ I I IE=409.28, 8'PVC N 6� W • � o[� S88'46'26�E 359.25' _ IE=409.24, 8'PVC I p16 5 / I FOUND 2 BRASS DISK IN CASE \ j GRASS CONC STRI 6 CHN LNK FNC I O _ _ U7 X k L,) NTH :Y; DOWN 0.6f P- o-o _ -o-o 9THPL 0 56 - o - o IEo sL NE ASPHALT ROADWAY • �' Om •. • / 'w'a �/ T- T6' 9HN LNK F C �' SS SS LADDER -EA SS'1-S X X I V1 0.06' EAST OF ASPHALT c>•' 4 N o c0 �Ji / g / A� � �M SS SS SS W (0210612020) CALCULATED CENffRLINE Ng z p i ^`moo" / m� �� \ , 81 CP-2 HORIZONTAL CONTROL �- - - p _ m o _ /gam,' g �/_ `�, - SA I RIM�422r5 MANHOLE N °S �6 o z X S>REETSI COORDINATE BASE POINT No. 2 .. ................ o I g i z // �?. *!p, IE=414. 1 8'PVC E GO N Q 6' WOOD FNC • g \ I E=414.1 , II PVC S 4 X FOUND MONUMENT i I i rn \ 1 IE=414.06, 8'PVC NW °� i Q / / / / I STORM CATCH BASIN z U) I 33' CEDAR RP=11 0° FLOW EAST TYPE II 416. Q STORM CATCH BASIN LADDER SOUTHWEST I RIM=41765 RIM=416.11 N 184446.815 . E 1311371.952 \ \\\ \\\ \\\\\\\\ \ \ \ \\\\\\ \\ \\\ \\\ \ \ \\\\\\ \\\\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ \\\\ \\ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \\\\\ \ \\ \\ NE P L T=7 .3TL-145. ASPHALT I R=3 .09' N=20'4 00' \ a � � a 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. 0 n 0923059115 � TL O923059235 N I � CONSTRUCTION DRAWING 20 SCALE GRID REFERENCE LIMITS AND 'ID' NUMBER. p= 41 p• ° `6 3 Q I IE=413.51, 8-CONC E IE=413.54, 8'CONC W 9 . 6' WOOD FENCE STORM MANHOLE IE=411.26, 12 PVC N IE=411.06, 12'PVC NE 41 . IE=411.23, 12'PVC S IE=412.93, 6'CONC NW I LADDER EAST OOL P- zEZ- SANITARY SEWER MANHOLE / RIM=416.04 \ IE=408.05, 81PVC N IE=40778, 8'PVC S 7R FlC L IE=40778, 8'PVC W FLOW SOUTH \ M LADDER EAST + 3 NE 9TH ST >I 4757 41625 II z3 I � Q �K,_'PRESCHOOL.' z z151 IX 415. k4g9 R45 � W a ` 30' '30'I I IF�II I I/T-3' FIBER OPRC MON - I14-WN I I 41 7 I(/I j^414 4S[R" ANITARY SEWER MANHOLE M=414.22 E=40711, 8'PVC N E=40714, 8'PVC E E=40709, 8-PVC S LOW SOUTH M ADDER WEST s SS SS SS W FT 4' CHAIN LINK FENCE STORM CATCH BASIN RIM=413.18 IE=409.81, 6'CONC E m IE=409.35, 8'CONC W 5� I 3' R1=3 / STORM CATCH BASIN U) RIM=411.52 14.00 ' ( c�� IE=410.17, 6-CONC SW 3'V I STORM CATCH BASIN SAID LID ° I RIM=413.79 N IE=410.14, 6'CONC NE CD IE=41 0.49, 6'PVC S z I II II I IE=409.89, 8'PVC S {13 W II -8' RP=7 �Ip/JII�/ BP • �IRE CROSS AD.FF' C - I ' \ I I 10 0 i Lk•pp0�R65S SIF6FGHT 412.11 Y'o I CAUTION REFLECTOR (Typ.) STORM CATCH BASIN RIM=411.06 IE=409.43 6CONC SE _ nn� kI SANITARY SEWER MANHOLE I RECOMMENDED CONSTRUCTION SEQUENCE: IEIM40�87,8CONCE 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. IE=404.86, 8'CONCS IE=404.93 BCONC W FLOW SOUTH LADDER SOUTHEAST 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. STORM MANHOLE RIM=411.47 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE IE=40762, 12'CONCN IE=40747, 12CONC 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. ' I ----'DO NOT - 3 U) ENIER' 12.81 U) 41 6 � 30' Ua' 30, I �i i I \_6' RP-6.5 k\13� Cn Q �I BIKE j/�8' i 3 III RP-10 SS SS SS HORIZONTAL CONTROL BASELINE = N 00.24'50" W - 755.3847 I o Q4 � N I 1.6 a 6' -fo / \1 112.26 1 Q 13 0 SANITARY SEWER MANHOLE RIM-412.00 IE=406.36, 8'CONC S IE=406.40, 81CONC NW I .LADDER NORTHEAST M RP-8 3 \ 1n / III a w 7 -7 3 !n4 N •BUS STOP' '20 MPH' 4 145 SCHOOL ZONE AND CAMERA 4V9 8' RP-9 cD 3 o I SANITARY SEWER MANHOLE RIM=412.03 NJO' 30' IE=405.53 8'PVC N IE=405.51, 8-PVC SW R FLOW SOUTHWEST > LADDER EAST STORM CATCH BASIN S COD RIM=411.04 IE=408.77, 61CONC SE 4112 IE=408.35, 8'CONC S f .90I IE=40864, 81CONC N II � 0 D W STORM CATCH BASIN RIM=411.03 S IE=409.21, 67PVC NW Q IE=40892, 87DI NE 0 SANITARY SEWER MANHOLE Vp RIM=411.58 v N IE=405.52, 8'CONC, N IE=405.35, 8-PVC, NE 8TH IE=40S23 61CONC, E IE=405.23 81CONC, S IS QS IE=405.46, 61CONC, NW - P - FLOW SOUIH LADDER EAST FOUND 1.75' BRASS DISK IN CASE STORM CATCH BASIN WITH PUNCH', DOWN 0.42 RIM=410. 6 (02/D6/2020) IE=40Z& 8'CONC N 4S C.O.R. CONTROL PT.- IE=40764 8CONC W CP-1 HORIZONTAL CONTROL COORDINATE BASE POINT No. 1 FOUND MONUMENT (#1848) N 183691.450 : E 1311377.410 0 20 40 80 rmamm ..rmmmmm�9 GRAPHIC SCALE GENERAL PERMIT INFORMATION 1. NPDES PERMIT NUMBER -N 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 OMISSIONS 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.ZS E RVI C ES 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 chase.wakefield@bp.com �m w y N a N - a� U � Vim° Q• o U 1p V J m c C N �N 3 JUJ N3 N Q m N W 0 w (n 0 � Z Y Ld m U Q I') H Z N LLI Z N 0 O 1 LLO0 �o OZw� \ WZ_N¢ W FNU ¢ v10 (n�JO Q LLI a, U = J L V) W a fcn NN 00 0 w (N z V) O CL Z N W O z m LLI > 0 W W CL ly � Z p J LO4,0 '1 0 W 11 W H_ Co o a0 iL ril.,.., P4 o V m�J `V GOm3 R-419503 Sheet 3 of 40 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\l7501-G0.1-G0JDWG // Plotted: 1.18.22-12:39 By.(sjensen) BID #: TLO V r 1 C) 1 r) LU w ( wIw Q H F� z F, w > p w w J Q Q J (n c' 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 C6 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 FND MON IN CASE^ W/ TACK & LEAD BRASS PIN IN CONC (DN-0.5') (DN-0.8') o NE 10TH ST M N88`23'56"W 896.92' b 0 — — T T-- T 1 � o I iv Z a I N I � _ N ` _ N0'19'43"W SAVANAH AT FND w FND MON IN CASE � m 1.82 Q MON IN CASE W/ PIN IN CONC / BRASS PIN IN CONC (DN-0.6') (ALS88°4240.OV1V I THE PARK o: VOL. 239, PG. 050 i 51.14' N — I S88°48'26"E 359.25' _ NE 9TH PL m o N NE�9TH ST a I o I � I W in 30' I N PRESIDENT IL J / ZI REC. NO. 3350590 S88"48'26"E 269.99' / PARK NO. 10 TRANSMISSION LINE I VOL. 61, PG. 30 I 3 I J I I� B E I Q I Iw I z /REC. NO. 4920321 I I o — TRANSMISSION LINE I zo A z I I 5 N M Ln I w °0 P J C J FND MON IN CASE I !� Iw !� w W/ 2" IP (DN-0.4')LO N I I Z o 0 I Ico N " O Z L 20' 20' ESMNT U) V' \ I OLYMPIC PIPELINE CO. REC NO. 5759384 z � I W FND MON IN CASE FND MON IN CASE I Q W/ TACK & LEAD W/ TACK & LEAD D O 2 (DN-1.6') (DN-1.6') I I REC. N0. 3350228 I ITRANSMISSION LINE N88°49'06"W 619.65' F- PVICKI'S PARK ADD RESIDENT 50' ESMNT m REC N0. 5749742 a; VOL. 87, PG. 55 PARK NO. 5 OLYMPIC PIPELINE CO. 50' N\ — VOL. 58, PG. 55 I I 3 FND MON IN CASE I � W/ PIN IN CONC .-I 00 (DN-0.5') I 40' PARCEL E 40' ESMNT 4PRESIDENT I I OLYMPIC PIPELINE CO. I FND MON IN CASE PARK NO. 4 REC N0. 7303290479 W/ PIN IN CONC PARCEL E FND MON IN CASE C.O.R. REC. NO. 3340404 E (DN-0.5') CTRL PT NO. 1848 TRANSMISSION LINE 20 PARCEL E 201-1/2 ESMNT " BRASS DISC VOL. 51, PG. 14 & 15 I ' 30' OLYMPIC PIPELINE CO. FND MON IN CASE W/ PUNCH IN CONC 30' I T=50.70'L=100.93REC N0. 5715156 W/ PIN IN CONC (DN 0. 4') ' FND MON IN CASE I (DN-0.5') W/ PIN IN CONC / R=429.09' 0=13'28'36" (DN-1.0') T=73.31' L=145.00' S84°11'32" hS o R=399.09' A=20-49'00" 165.00' It240 95 v' — i 30' 0 30'. OTH ST LEGEND D4 WATER VALVE HYDRANT ® WATER METER ® IRRIGATION CONTROL BOX Qop DRINKING FOUNTAIN (S) 0 MANHOLES (SS/SD) ❑ CB YD YARD DRAIN —0— POWER/UTILITY POLE E--- GUY ANCHOR W 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 CDE)::)Q 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 G GAS LINE UP UNDERGROUND POWER LINES uT UNDERGROUND TELEPHONE LINES UFO 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. R. HA OF WAS To ,0 33130 'VA LSL N� cccc:<cttr:<amcrm>vrnnvrn»rm>r. 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 CPACE SURVEY TEAM PG FOR PLAT CHK WRH Civil Structural Planning Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SHEET 1 OF 4 SYM REVISION DATE BY] An Engineering Services Company paceengrs.com I DWG FILE 16364-SRV.dwg R-419504 SVM1 L0 V r 1 C) 1 W w � � 3 I a � L o m r, M M j O (n IA W W U - U Z C, C,Z a N N Lq W N %H M M 2 \\Q2 V) w iii�i,.iwIw Q H F� z F, Wr�oww J Q Q J (n M li J fn d D X O ' �� 8"DEC 18"CON 16/'CON / - 8"CON GRASS II 0 28"CON / �ti� /TO"CON 32"QON / A \ \ \ I I I 16"CON �8 CED. ° 6,'DEC»CON 24"CON 14"CON /10"CON / / 40"CED. I 0 A \\ 8"60N 30"CON Y \ / IJ \ 22"CON \ \ 26"CON °�Ix,\\ \\\ \\ o \ 1F4' CON \ 12tpN 14"CON 3 "CON 0 � G v \ Q V 10 CON �� A A\ \V A� '6Q"CED. I � \ 36"CON � N� A 12"CO 0 16"CON \ \ \ / / / / �� / d 14"CON "CON o i`� �\ w k ce, 24"CON 18"CON \ 32"ON \ 40"CAD. V-L\ \ / GRASS N I18"CON GRASS / \ 18"CON AV A \ 40" CED. 0) 8"CON A 321''CON w \ 8"CON N ° 16 CON01 N-- I 00 V A �.,� 4 'C00 00 I / V 6"DEC — 1\32"CON 24"CON 32"CO 2 "CON 24"CON �\/��� o �•� / I \\ / �' 10"CON 12"CON 0 2"CON \V GRASS 26"CON 0 26"CON 0 32"CON 20"CON 10"CON 8"CON 8"CON 24"CON / ASPHALT \ \ °D °OF / 40"CED I I F — z I // SAND BALLFIELD o 0 U° / d Z O G� o (2)24"CON / / o II I v ° / I I 00 o / ASPHALT v� I / o BASKETBALL COURT - I A ✓ i UQ ASPHALT / d� 1 \ / J GRASS I A\ m \ \ o CB RIM=424.67 \ 0 / CB RIM=425.12 \ / G� / IE 6" CONC (SW)=423.5 IE 6" CONC (W)=423.1 \ o / BTM=423.5 \\ \ \ / — o -/,L 34"CON 24"CON 40"CON /28"CON l 110"CED \ I 24�'CON < I \ 2161'/Iq ON I I I C 1 0 CB RIM=424.43 Z ASPHALT / IE 6" CONC (E)=421.6 d \ \\ \ \ o Q w EDGE OF 4 / g" CHN LNK F 0 — o — I / > CB RIM=423.15 - - - - ° o CONIC J 0- IE 6" CONC (S)=421.5 \ w 6"DEC r _ - BTM-421.5 / IE 6" CONC (E)=421.2 / — ° — ° BLEACHER U ° % � / BTM=421.0 / o y U 0 6"DEC 8"DEC / / a U a g �1 / / / �, I �zI � �� x o L �OPL 20" Hp G c U z 30"CON I \ U z \ Y Z J Z_ U l I� L _ l OPL 16" Hp G / c c GRASS o \ s 5i ASPHALT / A U c L c 8"DEC / \\ TRANSMISSION TOWER \ c NO°19'43"W 1.82' \ P P--- \ GRASS // I P I c o o PLANTER I P -� ASPHALT PATH \� I c / N i ASPHALT PATH P _ c c I \ OPL 20" Hp G I \ J \ — I \ I� LLI (n = / c 1 Q 0- N Q DECO. 6"DEC _ c c CEDARS — —42s� - - - I I c I ;r (TYP) — — — � � c I - I -P� 00 - -— P cOPL 16" Hp G P 11W5�-- I • Ng°4T58° o o o o 16' CHERRY U 6' CHN LNK FN C P -------------- • • • • z U �` P--------------------- �---K---F- C zI o P- Q P R. HA Y I �vv\ °� WA sXI����� P� J DECO. CEDARS (TYP) I z ° GRAPHIC SCALE � P -- • U \ Q 20 0 20 40 / N5'49' ASPHALT PATHPLA ------------ h - 22 E in o / -Cn / K —o� _ `r-^�, ___ 33130 I I 1 inch FEET ) ft. / P o P� o \! ^ . DECO. CEDARS (TYP) o��SS�PCI S TEg������ SEE SHEET 1 FOR LEGEND PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. IONAr. Lh s -�CQ-��2?Z222?lZYz22 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 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 SVm2 R-419505 SVm2 L0 V r 1 C) 1 W W (� � 3 1 a 04 O tx0 i 0 � w U Z p pO Z Q O K M \\ %H M M Q 0:_ \\_ D (n n n (n N wi5wwdi MW z F F z li J (n d D x 0 11) 6" MPE IP G 6" MPE IP G G G G G G G G UNION A VE NE 1312.01' SO'25'09"E 755.39' ❑ 0 0 CURB & GUTTER CURB & GUTTER P P — --\ P P P --- P P — P P P P P P _P CONC WALK 475 > \4 4\ ,4 3� CONC WALL W 6' CH LNK FNC CONC WALK CONC WALL W 6' CHN LNK FNC- - , — — SO'25'09"E 484.12' — — , \ 2 BIKE RACK CONC STRIP — — CONC STRIP --------------- -- J -- 47s, /------------------------------ :------> \ _ _ — � CB RIM=415.22 — IE 6 tONC (S)=413.9 \ \�B-TM=413.3 \ J 34"CON —' Z �2 — \ \ \ \ --- --- --- --- -- --- i 179, GRASS \ \ z \ GRASS \ \ 18"CED. 416— 34"CON — / 32" (IN o� 36»CED. � VV ��I�I W / / / / / o FNc\� CB RIM=42-2,�53 IE 4" CONC (NW)=420.5 20 SIGNS \\ — I \ \o IE 6" CONC\(SSE)=420.4 \ \ — —418— ,425— /� I �o BTM 420.4 �\ °_" A. \o \ \ \\\ \ \o \ \ i F 3:9 o / /I °O J I �� \ \ \\\ \ \\�� I / ai 40"CON w \ / ° 0 I o / I \ \ GRASS 00 I Iw 1 \° I \ � o / \ \ � \ / /34"CON \o \ \A2S �oJ �c=�/ // l \ \\ GO \�� ice' I� \ �\ o 10 \\ \ \�� \ \ %� ���o /1 \\-———— — — —--- BENCH (TYP) \ �\ \\---4 — --�' / // 32"CON I J \ o / / \ / — — — \ 48"CON � \\\ \ \\ \\ 70\ ° / \ �Q QP i' / — / / — \ \ — \ /' 22"CED. CL I 22"CED. \\,a2�'58"CON I. �� \\oNC � —_—I II \ \off \ _ '' /'— \\ \ \ \-422--- ------ ° \ \o / GRASS \ —/ / \� \ \\ o / \ ----- 1 SEE SHEET 1 FOR LEGEND GRASS 4 "CON \ \ II � BARKED PLAYGROUND AREA GRASS Q \/ \ \ \ W/ PLAY APPARATUS j I 8 ON 1 \ , — / / Y / ,CFI / � z \ Z \ / / I YD ❑ \ / / \ / Z o 11 I l \\ // — 423--/ (n GRAPHIC SCALE 20 0 20 40 z / / RESTROOMS 1 \ 1 \ �I ( IN FEET) ° I °� �2SS, I // / ® \ \ // \\ 1 inch = 20 ft. I I I / o �/ // _ _ - -423- _ _ \ / \\ � =---- -- ^\ / \ 6"CON o'I o � I //// 6' CHN LNK FNC ° SO'25'11"E 103.00'--- ° o / �2g0 0 \ rn I ------ /---------- m I :t 5"CON - CONC PAD I z 425� I � / I 32"CON / GRASS \ / ti6 \ \ I GRASS / 22"CON 52"CON \\----- \\\\pFRAS��� 5»CON \\ \\ I � // \\ / 1\ I \ /' / - - 32"CON 429, o / / / / 26"C N \ ��r 331 30 I d � n / / / V GI 8 DEC / —' I \ \ sI0 AL LAND S� i o8"CON ' , -43 \ \ 1 — — — — — — — — PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. 11255 Kirkland Way, Suite 300 DATE 2-29-16 PROJECT N0. CAD/CALC WRH Kirkland, WA 98033 KIWANIS PARK � f. 425.827.5043 SCALE 1 " = 60' TOPOGRAPHIC SURVEY p. 425.827.2014 DRAWN DMe 901 UNION AVE NE, RENTON, SURVEY TEAM PG FOR 16364.10 PLAT CHK WRH Civil j Structural Planning j Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SYM REVISION DATE BY APP'D An Engineering Services Company paceengrs.corn DWG FILE 16364—SRV.dwg SHEET 3 OF 4 R-419506 SV-3 L0 V r 1 C) 1 W w � 3 I a o L o m I" M M ww U - U Z O O Z a N N Q 2 \\2 V) r (n to w Ii ,I w aF�z 1-- F, Wr�oww J Q Q J (n x li J fn d D X i Lb FYUN \ v y ° / GRASS ° z / Y / Z J / Z C-)I - � - SHELDON AVE NE GRASS / \ I / 30"CON / IY❑D ul / SAND BALLFIELD o c� / (/ z \ z o I I Y / JI ° I z o \ c� I I �o 00 o� —t— — _ Of LLJ — — \ --- J \ _ Cn ° g" CHIN LINK FNC —0-0— \ o—° Q / CB RIM=423.15 \ — — — — CONC ° IZ IE 6" CONC (E)=421.2 / — ° BLEACHER z BTM=421.0 i i / CB RIM=423.19 GRASS �� / \\ I IE 8" CONC (N)=422.0 / IE 4" PVC (E)=422.1 6' CH LNK FNC SS°48'25"W 269.19' BTM=421.0 • �— � 8"DEC / CONC CURB CONC CURB —c \ c GRASS o _ 6CHIN LINK FNC c ASPHALT PATH \� I c N \ —1 CONC CURB Ec— c � c OPL 20" HP I c c 1 \ \ 40"DEC Q P \ \ c c OPL 16" Hp ASPHALT \\ Q _—_ -- ASPHALT P — \ I� CEDARS ' �� P 42s M 00 - °' N N5'49'22"E 371 98' DECO. (TYP) _ ASPHALT PATH PLANTER P P \ \ o —_L p II r ry o r? II ASPHALT a a P— — H ------------------------ P - / 0 o , ld P LNK _ P P � N `t Q O / ---o�o— o I It11 P �o DECO. CEDARS (TYP) P o (�._o p CO ---------------- �jjp_ --- P OQ o \ \ w w I cfl \ O O \ \ \ P Y Z / I Pam- ° Po — ° — o — o — — CONC CURB \ ASPHALT w P 6 CHIN LINK FNC -0 E I P� \ i ./ P � I \ I P CONC CURB CONC CURB o P 6CH N LNK FNC I - P P R GRAPHIC SCALE — P v� °F WAS / 20 0 20 40 — ( IN FEET) / 1 inch = 20 ft. I — — — _ — I �o�� �,� 33130 \ / LISTER ssI oN S� SEE SHEET 1 FOR LEGEND 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" = 60' TOPOGRAPHIC SURVEY DRAWN DMB p. 425.827.2014 f. 425.827.5043 901 UNION AVE NE, RENTON, 16364.10 P SURVEY TEAM PG FOR PLAT CHK WRH Civil j Structural Planning j Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SHEET 4 OF 4 SYMI REVISION I DATE I BY APP'D An Engineering Services Company paceengrs.corn I DWG FILE 16364—SRV.dwg R-419507 SVm4 TTLO 0) V_ 1 O 1 0 W 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 �TYPE ll �s o V J x x o STORM VAULT � RIM=41765 o -RIM=419.69 °� IE=412.36, 12"CPP E N SANITARY SEWER MANHOLE \ TT \4 FLOW CONTROL STRUCTURE IE=412.35, 12"CPP SSE STORM CATCH BASIN so I Z RIM=416.46 IE=411.13, 15"CMP ENE IE=412.72, 6"PVC SW RIM=416.30 IE=409.28, 8"PVC N \ TOP OF 15"CMP FLOW CONTROL PIPE=41716 IE=412.40, 12"CPP W IE=412.59, 12 CPP N °S IE=409.24, 8"PVC S IE OF 6" DOWNTURNED SIDE PIPE=414.17 LADDER SOUTH IE=412.55, 12'CPP W s I FLOW SOUTH 8"PVC W BOTTOM LIP OF SIDE PIPE=413.79 so LADDER EAST - - - - - WATER EL=411.47 CONC. RET. WALL TPN 75697OUINT 5° �o STORM CATCH BASIN STORM CATCH BASIN RIM=416.24 -I IE=413.14, 6 PVC N SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE (41637) BRIM=416.27 41 g.5 '� �' �� RIM=41790 RIM=416.94 IE=413.46, 6-CONC SE I IE=412.84 12"CPP S S° r IE=411.50, 8"PVC N TPN 0923059192 - - TPN 0923059015 IE=408.31 8"PVC N �� � 1 - (RENTON CITY OF) ' - -- - - _ (PARK) _ _ _ _ _ TRAFFIC SPEED CAMERA as ° SD SD IE=411.47, 8"PVC S _ _ IE=408.28, 8'PVC E \ FLOW EAST V IE=411.52, 8"PVC W T - PACE SURVEY LIMITS �� ° x 416.66 p % FLOW SOUTH LADDER SOUTHWEST - r _ --- _____ ____ "20MPH" _�-- F-- - - - - 6�6 LADDER EAST 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE SIGN & LIGHT 3" P=6 6" RP--10 i/ 6 1 416.44 ATOP CONC. WALL _ , - -- _ - `� - !� � �� - s 1 s ss ss ss ss ss � ss ss ss ss ss � ' 484.1 a PACE suRVEY LlMrrs - - - - - - - - - - R/W ATOP CONC. WALL - - 41 - - - - 8" PINE RP=7 �158 x R/W _STORM MANHOLE O o p ° RIM=417 69 ° o ° p -416\ ° 1 ° o 6 `�g ° °-� o EL 417 0 IE=413.19 12"GONG N GONG. WALK O ° p KP- - �FIP- TEL - OHP TEL L - OHP- - ' „ �p Tci _ TFi S _ _ TEL - - T€� - �� _ 1 IE=413.16, 12 CONC S o W - 116. 9 416. A x 9 416. 70 IE=415.15 12"0I W 36" SPU WATER PIPELINE 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 -� SE( SD SD SD SD SD SD SD SD t SD SD� SD SD SD SD SD SDLu -� J 4" W a ��t�15' ���° TRAFFIC LOOP (TYP.)>6 �� so �xUNION AVE NE _ �R�� /� 226.83' - - U \ S00°25'06"E 982.21' \ \ \ V) \ \ �x FOUND 1/2" BRASS NAIL IN CASE / �Q V UNION AVE NE v�76 �, g�8 v NO MARKS, HELD CENTER OF NAIL o \ \ x - DOWN 0.9f (0210612020) -� GAS GAS GAS -� AS GAS o GAS GAS GAS GAS GA�r�j GAS GAS GAS GAS GAS GAS- -' � \ o \ S 06 �- w w w w w w w w �r w w w w w gu w w w w M M 6g 1 w `W W w 414 45�1 C.I. W�TER (RENTON� w \ 415.E �415.12 15.w9 �75 - 416_5 6 �16 n - HP-�T,,EL::;� P- OHP�� - OHP- - OHP- ° - OHP- - OHP- - OHP- -OHP- =0H OHP-° oHP- - OHP- - OHP OHP- . TEL L TEL TES a TEL TEL TEL TEL -�_� TEL -TEC-� EL TEL TEL° TES TELp '1- � T L ° TEL TEL TELTEL 'TFL TEL TELTEE TEL a TEL TELL TEL TEL TEI, TEL TEL7_kNb TEL TEL TEL TE ��nTEL TEL -� TEL TES. TEL - T ��1� TEL T L TEL TEL °fEL p L TEL o ° °TEL TEL TEL ° ° o L ° n i - ° 415.27 GRASS R/W \ 416.25 "END SCHOOL ZONE" l 416.69 \ R ss - -414 - \ - \ s ss s s ss ss ss ss ss ss ss ss ss ss ss' ss ss-1 �� ss ss ss ss ss ss ss �, 5' WOOD FENCE x - - ��5 x I o STREET SIGN � �1 1 - - 33" CEDAR RP=12 3" FIBER OPTIC MON "PRESCHOOL.." 6' WOOD FENCE FOUND 2" BRASS DISK IN CASE 1- 3 I SANITARY SEWER MANHOLE STORM MANHOLE WITH 'X , DOWN 0. 6't 1 RIM=414.22 SANITARY SEWER MANHOLE RIM=416.33 STORM CATCH BASIN 0.06' EAST OF CALCULATED CENTERLINE IE=40712, 8"PVC N = RIM=416.04 IE-41126 12"PVC N RIM=416.11 (0210612020) v IE=40714, 8"PVC E IIE=408.05, 8"PVC N .' IE=413.51, 8"CONC E IE=411.06 12 PVC NE IE=40709 8"PVC S I IE=407.78 8"PVC S IE=411.23, 12 PVC S IE=413.54 8"GONG W �Q FLOW SOUTH N Lu IE=407.78, 8"PVC W IE=412.93, 6"GONG NW LADDER WEST z FLOW SOUTH LADDER EAST LADDER EAST NORTH HORIZONTAL SCALE: 1"=20' o 20 0 20 40 w Of CD C14LEGEND � o 0 U O Z FOUND MONUMENT AS NOTED CDC" OO SURVEY CONTROL POINT, AS NOTED U) O SANITARY SEWER MANHOLE > 0 o 0 Ld � w J o CLEANOUT _ - ROW LINE Q o o C) o V) @❑ STORM MANHOLE ROAD CENTERLINE - ❑ STORM CATCH BASIN SD SD STORM DRAIN LINE M WATER VALVE ss ss SANITARY SEWER LINE 63 WATER METER w w w - BURIED WATER LINE FIRE HYDRANT BURIED GAS LINE GAS GAS p WATER VAULT Bp Bp BURIED POWER LINE p� GAS VALVE TEL TEL BURIED TELECOM. LINE -o- UTILITY POLE OVERHEAD POWER LINE -OHP- E- GUY ANCHOR CHAIN LINK FENCE J❑ JUNCTION BOX r WOOD FENCE © POWER VAULT _ _ SD - - - SD RECORD STORM LINE aPOWER CABINET _ _ ss - - - ss RECORD SANITARY LINE © POWER MANHOLE TREE DRIPLINE LIGHT POLE ASPHALT SURFACE ❑V UTILITY VAULT SIGN CONCRETE SURFACE MAILBOX GRAVEL SURFACE TPN TAX PARCEL NUMBER SANITARY SEWER MANHOLE I - - RIM=411.53 �� Xx �x x IE=404.87, 8"CONC N , - STORM CATCH BASIN \\ IE=404.87, 8"CONC E RIM=415.24 IE=404.86 8"CONC S I _ __ --- IE=404.93, 8"GONG W - - _- IE=413.99, 6'CONC SFLOW SOUTH STREET LIGHT,LADDER SOUTHEAST STORM CATCH BASIN TPN 0923059192 TRAFFIC LIGHT,TPN 0923059235 PED. CROSS LIGRIM=411.06 (JOYCE WILLIAM GERALD) (RENTON CITY OF) STORMMANHOLE AND PED. CROSIE=409.43, 6"CONC SE _\ c� CAUTION REFLECTOR I RIMSTOR412. CATCH BASIN IEI M408.49,1 12"CPP N BIKE RACK _ _ _ - G - PACE SURVEY LIMITS I (TYP.) IE=408.34, 15"CPP S o o - ,Q� 6' CHAIN LINK FENCE- - - - IE=410.38, 8 CONC E p 416, STORM MANHOLE _ _ _ 6 - - - IE-410.79, 8 PVC W 415- o SD- - �413 ROCKERY - BIKE LANE' R/W PACE SURVEY LIMITS R/W' ° 5 PACE SURVEY LIMITS N R W - - - RIM=411.47 _ _ _ _ `� _ _ / ASPH. 412 1 PACE suRVEY LIMITS IE=40762, 12-CONC N o ° o �e -412 -°- s o o g ° o p o 'gj ILI_ _ _ o - - 2.10 ° ° CONC. WALK a 5 ° ° ° o o A o IE=40747, 12 CONC S _ P- -oHP- - ° ° ° 411.\ - - - - - -ump W a T=ID o i �H� T6NF ®Ff�E� N 411.90 �y 4i 1.45 �� -412 - - - 36" SPU WATER PIPELINE �\ �_ 0 / O W� W W W W W W W W W W W W d W W-- W _NL--�W - w W W W W W W W W W W W W m 6� - SD SD SD SD SD / SD SD �� SD SD SD Q o _ 0OS OS SD SD SD `�SD SD SD SD SD SD SD SD W � ISss ss ss ss ss ss ss ss ss ss Ss Ss 412.81 / -� - - -_ - 41226� - - - - 414.00\ LLJ �- 411.89 UNION AVE NE \ - \ I S00°25'06"E 982.21' \ \ \ �, \ z GAS GAS GAS &S GAS GAS GAS GAS GAS GAS GAS S-_ G S GAS GAS GAS GAS GAS GQ0 GAS GAS GAS GAS GAS GAS i ASS GAS GAS GAS G S GAS GAS G 2 o 412 \ � b--412---- 6 ~ N O \ s 411 74 - - - - - 12" C.I. WA�ER (REWNTON) 12.75 w- w w w w w�-ov W W w w w w w w w w w w w w w w w -w- _ w w W STORM CATCH BASIN z I 411.!1 - _ _ _ RIM=410.96 S S 6 - P - HP- - OHP-- = - -@HP - OHPd - 4}ip- - - - - - - EL ° TEC-DEL` R „ CJSOFiP - �BRP- - o TEL T�L� TEL ° TE� T�L° TEL TEL TEL ° TEL L T 1Lo TEL ° EL �-- TEL o pT'--� EL IE=40782 8 CONC N TEL �T TE L TEL -� TEL TEL ��412rEL TELo TEL TEL TEL TEL ° TEL TEL L SEC TEL TEp EL- TEL ' cD TEL T x ° TEL' � TEL TEL ° TEL T - L ° L TEL - TE iFL L TEL TEL ° TEL ° TEL TEL L TEL o-° TEL -TEL IE=40764, 8-CONC W TEL -�T - - - - - - - - - - 413.11 R/W I o ePR/W3P�eP �� - GRASS - ss ss s ss s P ��-���ssg-ss��s��� ss ss _413-ss �= ss - - ss ss ss ss ss _ass -� FOUND 1.75" BRASS DISK IN CASE o`er 412.5' 1 - GRASS 413 9 1 11 ° 0 �� / I GRASS „ „ 11 7 RP-7 / DO NOT ENTER �1' so 3" RP=3 1 WITH PUNCH, DOWN 0.4 t A o \ / 8 RP-9 � BIKE LANE 6 RP-6.5\ (0210612020) / _ �j; BUS STOP 7" RP-8� 6" RP-10 6" RP_ .5 "DO NOT ENTER" HELD AS C.O.R. CONTROL PT. #1848 / a'� �'o SANITARY SEWER MANHOLE "20 MPH" SANITARY SEWER MANHOLE 8" RP-10 TRAFFIC LIGHT, so SANITARY SEWER MANHOLE ?' �� SCHOOL ZONE PED. CROSS LIGHT, RIM=412.03 AND CAMERA PED. CROSS SIGN \ 0 o RIM=412.00 RIM=411.58 -o » A IE=405.53, 8 PVC N IE=406.36, 8"CONC S IE=405.52, 8"CONC, N " IE=405.51, 8"PVC SW STORM CATCH BASIN so IE=405.35, 8"PVC, NE o WEST IE=406.40, 8-CONC NW RIM=413.18 IE=405.23, 6"CONC, E Z LADDER EASTLADDER NORTHEAST IE=409.81, 6"GONG E IE=405.23, 8 STORM CATCH BASIN CONC, S so IE=409.35, 8-CONC W STORM CATCH BASIN IE=405.48, 6"CONC, NW RIM=411.03 STORM CATCH BASIN STORM CATCH BASIN RIM=411.52 IE=409.21, 6"PVC NW RIM=411.04 IE=410.17, 6"CONC SW FLOW SOUTH LADDER EAST IE=408.92, 8"DI NE IE=408.77, 6-CONC SE SOLID LID IE=408.35, 8"GONGS RIM=413.79 IIE=410.14, 6"GONG NE E=408.64, 8"GONG N IE=410.49, 6"PVC S IE=409.89, 8"PVC SW 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 m uM9 o J Z w > � J aw 06 J ) W 3 U) LLI V = w 3 Z N w U) � ti 1 m Fn ■ J w w ZL w M Ld 0- U L) r lL O O a a (n N O U) W N w 't W Q N 00 0) 0 0 V) (WjCC�a �aN0 Q W Q o � z Q N N ~ Q N CL w CL U CL Q 0 CL VJ + z Q < z a LI 0>_ O .1 W w z ~ 1 w O H Ldz 0- W z �/ W Ld N �Z�// m ran a: V SHEET N0. � 1 OF 1 PROJECT NO. � 18717 SV=5 L0 a) qqT Ton 1 L LI 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 O- I I y I 2 -w- DEVELOPMENT ENGINEERING 4 � jchavez 03/17/2022 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 . . r. Y I• .. I •4' r 7 t t I _ _ p p d�.� . �. T' : �. . `!r .dam • -- • s ;+ •► i:'• •t y �'•�. may'•. •i.j ••�. '4 _._!:y i\ Z.' •i T� 41 oyo� �t _ . . �• �. �•4' .l`. ••t• rn4Fo •.'y'.• +•tea'=ru• •'.• N A • •• ••• / PO _ �.:i-: -'.-�. .fir- -.T .9r....• v!" • . 00 6" CHN LNK FNCL ..• . :'.`+Tr ci o m W oz i/�j,�ij P I W 2 Z W j LU TL 0889800uu4t; -All N III/ --I m m W I - / PPJ u /V ji i/ n 0 II j ,� j Co r ao r / // / 45 j,// �' I //// II'. y f I o. •. •. �a ��� � .T.' '5b:3� . • s is � � I D T=7 .31' L=145.00' ASPHALT SAW CUT EXISTING R=--- 'n=2o•4s`oo" - TH ST - 0 � _ S84'11'32"E I = STABILIZED CONST. ENTRANCE PAD 165.0= (PER RENTON STD. PLAN-215.10) - N o a 0 A :���Z�►PiI��iII11�1Z�Z�`1l:J��I�1C�1 FOR RECOMMENDED CONSTRUCTION SEQUENCE NOTES SEE SHEET G0.3. SAFETY REQUIREMENTS FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 CITY OF RENTON GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTIVITY. 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL 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 DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES. 11.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 12.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE WHICH ARE TO BE ABANDONED OR REMOVED. 13.CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. 14.CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT VEHICLES. 16.IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF -SITE (REF: PSCAA REG I, SECT. 9.15. (A)(1)). TREE PRESERVATION NOTES (TYP) e 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 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. DEMOLITION. CLEARING. & T.E.S.C. LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEET D2.1 UNLESS NOTED OTHERWISE BELOW. 1 - APPROXIMATE PROJECT LIMITS X 6' HIGH TEMPORARY CHAIN LINK CONSTRUCTION/TREE 1 PROTECTION FENCE WITH CONCRETE SHOES D2•�1 -* * TEMPORARY EROSION CONTROL SILT FENCE OR STRAW WATTLES AS APPROPRIATE TEMPORARY MH/CB SEDIMENT BARRIER ASPHALT PAVING AT PARKING LOT TO BE MILLED 1Y2"-2" DEPTH AS REQUIRED TO OVERLAY WITH NEW PAVING TO E" -` - -" L/`� 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 L< � � � � ��\� (NOTE: PROTECT EXISTING PAVING THAT IS TO REMAIN) 17•7; f-,'T.7.1 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) C}+ EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT 'R LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) Qi REMOVE EXISTING BOLLARDS AND WOOD BARRIER FENCE O2 REMOVE EXISTING CHAINLINK FENCE FABRIC AND RAILS IMMEDIATELY PRIOR TO REPLACING WITH NEW MATERIALS (THE EXISTING FENCE ALSO SERVES AS THE TEMPORARY CONSTRUCTION FENCE) Q3 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: REMOVE ALL EXISTING IRRIGATION HEADS WITHIN THE IMPROVED AREA. CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING IRRIGATION LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE IRRIGATION PLANS FOR NEW IRRIGATION) CAP ALL EXPOSED ENDS ELECTRICAL DEMOLITION NOTES: E1 REMOVE EXISTING LIGHT POLES AND JBOXES, CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING ELECTRICAL CONDUIT LINES ENCOUNTERED 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 C PROTECT EXISTING BUS STOP SIGN D PROTECT EXISTING GAS LINE SIGNS EO PROTECT ENTIRE WEST SIDE PLANTINGS TO REMAIN (NOTE: SEE IRRIGATION DRAWING SHEETS L1.1 & L1.2 FOR NEW MAINLINE AND CONTROL WIRES TO SERVE THE WEST SIDE PLANTINGS) © PROTECT EXISTING FENCE AND/OR WALL 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 MH'S & CB'S AND ON PROPOSED MH'S & CB'S AS THEY ARE CONSTRUCTED. CONTRACTOR SHALL ADJUST THE FENCE AND MAINTAIN THE SEDIMENT BARRIERS DURING CONSTRUCTION TO PREVENT SEDIMENT LADEN 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 HEADS REMOVED FROM SERVICE DURING DEMOLITION PHASE SHALL BE DELIVERED TO RENTON PARKS DEPARTMENT. 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. PROTECT AND USE HAND 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 CONTROL STANDARD PLAN NOTES. CONTRACTOR STAGING THE PARKING LOT SHALL BE THE CONTRACTOR STAGING AREA 0 10 20 40 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) a7 m N N a WN 0 N � U D N w � a� U � N U U O I r^ 4 C. C vE m U J m c p CZ) C N r� 3 J (!J N3 N Q m N o o L`•I Z Y W U Q m o co a N bi 00 o 0 w (N z t„ o a. Z N W O Cn w >o w W a r 0 O Q 4..) 4,0 a� v Uj W � O ca 0 Z . �..� 19 O ~ C� J .,� O D1.1 R-419509 Sheet 9 of 40 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-D1.1-D1.3.DWG // Plotted: 1.18.22-12:42 By:(sjensen) BID #: L0 (7) T� I CD qq I a LLI F_ � - - � 3' CHIN LINK FN 0 -7- - - 1_� 0 I--' 0 _ LNK _ - ' 0 71�, _ � _ � , _ _ _ _ _ _ __�_ _ _ ASPHALT R , OADWAY _ _ _ _ _ � - � -0--D-- 6' WOOD F_ - � - - - , I � � / � � � � � � � ____ ____ ____ . ___ � . . I I I . '_� I 'o . . 1-1 I . . --, . I . '_� I . . '_� . I . '_� -I . I . 1�_, . . �1\ I . 0 . . '\ I . . . 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N . . . �� . . . . \ P \ '�, _3�? - -1 / . . . . . . \ . . .1 - - * *',-, I * * * .. * . . , . * I . * % -%V. - .. _� .. .\ \ \ \1 "I __ __ �, __ __ I/ . -. . -11. .. .. .. . ... - .. .. .. . . .? -_1z_A.. ��-. .. N, N - '�, __ 11 .* . . . SAFETY REQUIREMENTS . ...... .....I........ . .... - . . . _S_ ... - , .. 'R \ \ \ I- -____ 11 \ - - _.,...'...........�. .... I ...... ... ........... ....'� ! _:_ % - Nu I \ \1 N-1, _11�k ..,.. X ..... "_� . .-� . . . -�.\ .1 "", 11 ... .. *..- *.__..__.._0 * .,�'�-.-*%%-*%%-* .._ "��, 1. . . -1:1 "I , I-, .... . . . - ;_. - .... \ - -1 . x11*_%'_* .,.. . . .. I .......... . ... ... . . . . ... . ................................ - _.... .. 't . . - ,��.. .. ,& \ q \ �, 1� '__� I- -, -___ - __ __ FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 . . . . . , . ^ * * * - .* . . - . .. .. .. .. . . . . k ...: , �, I NOR "I 11 11\ _*1�9 - - 1-11 I-' . . .��, . . . i . / / " * . ------ - .,3% . . . . , . . . . . . . . . . . . . . . , - * , :_� . -. - -: -: ..-.-- : . I.- - . .. .. .. . . . : � . . " . . � , 0\\ � �, --- 11 1� .. . .. .- - _�/- -,.- -,.- .., .. -. I cz - -��.--. ..-. -. .... .. .. .. .. . . 1� "I I,-,' . .;x/. , . . . . .% . . I . �11 -__ / .. . . . . .. .. .. . "I . 1011 - .. . . .. �, CITY OF RENTON GENERAL DEMOLITION NOTE . . .... ....%.\V \ -_ - - --- . - . . . . ... . .... 0 / ....................... - ... - ..... . , ,* I N�\: - -, - , , �, - ... . lr--,...,.. - . .... . . . ... *. 'N'.. - - �, - - 'V `:Z��_�.......... ... ... -. m . ... . ......... . ..*... .t.- .�%".""_..... �, - �, .. ..%-.%-.' I ... - - - - - - -....... ............. .. .. .. .. ........ . ... ! .. . __ 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .... . .. - . .. . ;,;.................. . . . . - \�,- - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . - I . . . . . .. .. .. . . . . .. .. . . . . . ?'� _"11�9 - ,-I . . . . . . . . - �, . . .\. . ��. \\\ ./ . . :" - . . . I- "I . . . . .\ ,_ - 11 . . * . - . . . . . . . . . . . . . . . . . . . . -1 : . " -_ ____ * - . . . . . . I . . .-. - - .. .. .. .. .. . .. .. . . . . . . . . . . . . . . h\b , �_ 11 .. ... .. .. --.---.. . - - -.-.-.-.-.-.-.-.-.-.-...-...-...-...-....................... - . .h; -\-*-* - 1\ I- COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION . . . .:,�. . . . . . X I . . . . _� ... . . . . . . . . . . . . . . . . . . W.- , __ . * * . . . . . . . . . . . .. . . . .. . ..... ...... . . . � .. .. . . . .. .. .. .. .. .. .. .. .. ............ . . ..,!,\.�\<.- N __ - I- __ . .. * - - , - * - * * ---. . , . * . * . - - - ** ** ** ** ** ** ** .: * . , -_ -_ � - . . . . .. .. . . . . . . . . . . . . . . ,: -1 I _,�� - ,15,00,;e - - �,�_'. * _'. * . ..� .. .. . ... . * * * * . . . .. ... .. .. ....., . * . .. ... . .. . _. . . .. .. .. .. . . . . . . . . . . I ..*.:. - I. ',\.. yi, - , 1�� __ DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE . . . .�. . . . . . . * * . . .. .. . . . .. .. .. .. N , -_ I % - -'� '.*T'-%-'- . *,-.'-'. %* . . . . . . . . . . . . . . . . . . . . . . * .* ,,..- �� * - 7;_ - I . .. .'� .. .. * ..... . . . . . .. . . . . . . . . . . . . I. - .. __ . . . . . . - . . . . . . . . . . . . . . . . . . . ..... . .. * ...... ............ . .. . ..................... .. ..�. .. .................................... -.-. , , J�;e -_ I-, -_ * . . . . * . .. .. * . * .. * .. , .. , .. , .. , .. , ... * I.. * .. , . , . , . . , . . , . * . , . * . , . * . * 7--; - - % - - % - - % - % - % - % - % - % - % _.. - . . . Z-) - 1- I- - __ __ REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. . * * * * * *1;___�-.*_1-- * * , * * * * * * * , * * * , . . .. ,:;,,7,tk I- - - . . . .. .. .. ......... , . , . * . ** . ** . ** . ** . ** . * . * . ** . ** . ** , - * . . . . . .. .. "*., . -1 . . . . . __ . . .17-.- * ? * * * * , , . . . . .. .. .. .. .. . . .. . .. .. .. ...... ...... . . . . . .. . .. * ;)�O* ", , I .. . .. .*'* * 1". *..*.,..*.,. ". *.,. * . * . * . * . . .. . I . . . . ... - . * .. - ..__*�1-*_*.-*_*. * ** * ** * % * ** * **.*. - **.*.. . --' '�� . . - 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY . . . . . . . . . . . ` * * * * * * * * * * - .. .. . . .. .. .. .. .. .. . . . ::: 'S" -.* \ . - * * - __ - . . . - - . . . . ... .. .. .. . . . . . . .. ........... . t. . . . . . . . . . . . . . . � . . .. . . .,;,;. . . . . . . . . . . . - ----' I .* * .* * -, * . . - . . . - ..� . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . .. ...... - . . . . . . ,i'.3&< .,., .,., - �, ..... . k.... - / .,...,... - I. * * * * * * * * * * ... . . . - * - * **.**.* . . . . ��/ - . �. PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS .. . ........ - - ................... ... ... ... ... ... ... ...........%. %. %. %. *...*...*...*...*...*...*...,....*.*. * - ** * * %. %. . .. . .. . . � . �_ ..... . - . ............... .. .................................................................. ............................................................ .. . .. - .. - .. - . . .................... I... . i A . ...... . . ... . . . . . . . . . . . . ..... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. ..", . .. .. .. .. . -f . t, . . -,-:-- '' , - . . AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED �/ . . . . V %-...'-/-..%, * * * * , * , * ,.* ,.* ,.* ,.* ,.* ,.* ,.* * * . . . . % -.'. % ---*--_- % -.'- % -.* * ** * . * . * P..\ , .. , % " , , �_ . .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . !. .� ..;-. ..k,� .- - - - - � NNk--- . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. z . .. ....... . 1. - . . I I _. ... . . . . . . . .. .... **** .... .. . . .. . . . . .. . . . '�,`- - - -- - -- . abbil-p. .. . .. . . . . . - . . .: " .: -...N -.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , - - ,,, .. .... ... 4 . .. . ... . . . .. .......... d - % * * * * . . * . . * . .. . . .. .. .. . . . .. . .. . .. . .. . .. . .. . .. . .. . .. . . . . . . . .. .. . : ";--..., -,�`,. � .. .. . - * 7" __ . ... / . ..... _X _.- - .- - - - - - -..;a . - .. - .. - .. - ..- . . . . ... -..[. _.- _.- _.- _.- - _. - _. - _. - _. - _. - _. - _. - _. - _. - _... _... .... .. .. ..,.. .. .. .. . " . MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM 1. . . .... . . ....... . .. . ... . ... . ... . ... - >�..-.-.-..-.-.-..-.-. . ..- - . - - . - - . - - . - - . - - . - - . - - . - - . - - . .. - . .. - . .. - . .. - . .... ..... ..... ..... .... . .... . .... . ..... ..... ..... .......... , . . ...., . ... . . . - * ** ` 25-- ..*..... / I 0 - . . .. .._. .. .....- �-4t*"�-.*- -. - , . .4 ** ..� _4 . . . . . . . , . . B 'o ...... . . UD , - * , - ** . . . . .... L . .............. % * * - * * * - * * , - * * , - - - - - - - - - - - - - - - - - .. .. . ,_ ,��. .. .. * * * . s'... 0. . . % , - . . , . . . , . . . , . , . - - - _�_ - ..*... THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ ....%. ..%.......% ..*. ..*. ..*. ... W.. % -.. % -.. % -.. ... ... ... ..... .......................................................... ...... , , * .. . % * % , % , . . , , �:k% � - -, ., -;.. � . .. * .-.- * '. * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ... ... .. .. . . .. . . . . .. .. .. .. .. .. .. X. -, , , * .�,�,�%' -1. -yff -, 17 � * . . . . . . . k . . . . - . . . . . . . .. ... ... ... . ... ... ........ .... . .. .. .. .. . . . . . . * .. ... .. .........7:-Z:----�---z�....-,....*- - * * - - * * - .... .�. . I .. . . . ... . TIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. , .. .. .. .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . .. .. . . .. . . . . . . . . . ..... ;, . . . . . . .. .. _. .., .. �'.. .. . ��::�� .* A; - -_ .-. .. ... -,��.., - . - . . . . . . . ............. * . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . .. .. .. .. .. .. .. .. .. .. .. .. ..... .. . .. .. .. .. . .. .. .. .. .. .. .. .. . 1�_.* _.' - '_ *_ *. *. , , , ., " . . * . - - . . . I . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. . .. .. .. .. .. .. .. .. .. .. .. .... * . , * * * * * * * * .. . . . . . . . . - .�,,--.--<..%..;. - I .- - ..-* ..- ..- ... - . . .. . . . . . . . . . . . ... .. -,-.* - * .4'. �..:. I Sk' .-,- * % - ....p . . . . . - . . 11,_::�* ., , 1��-'.*"4* ,�__-** - .. . I . __ . . . * . . . . . �� . / *. ��., .1 .*. .. .. .. . . . . . . . I . . . RECOMMENDA I . . . . . . . I .. . N . . . 7 . ** . . r __ . . . . . , - .. - . - - . %..-. \,% I / . . - %) *. '. *.. .. -..-. . . . * * , , * * * * * * * * . . . . . . . . . . . . . . . . . .,. .,: . /_ � . ..... . _"!4-.% _* _* - .. ACTIVITY. . . . . . . . .. . .. .. .. .. .. . . . . . . . . .;, . . . . . . . . . .. .. .. . . . . * * - * *. . .. .. . . . . . .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . -,>. . .. --A : * * * *-.*.. * - * - * - *. *. *. . . . . . . . . . . . . . . . . . . . & .. ........ .. . . .. .. .. .. . '- � --,, I .. /.. .. ... ... .. . .. . * . . * . . * .. * .. * .. * .. , .. , .. * .. * . * . * . * .. . . . . . . . . . . . . . . . . . . ....� ,.*,. - '. , , , ,zz�, . ..'�Q% " -,*-P-'V�t . . . . 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... 1, -% .. .. *- .. . - . . . - .ft.- .. .. .. - - - -- .. 11ft.%_&k_ .. . .. .. * . .. . . .. .. .. .. .. ....................................... ........................................ 1� .. .. _. _. * _. * _. * _. * _. *.. *.* *.* *.* *.' ", -, ......... `��. Z.,,. * *,* ': , --Z�L ... . . . . P.7 .. , * - - , * - . . . . . . . . . . . . . . . . . . . . . . . . �., .* .* .* .* . . . . . . . . . .. - . . . . . . . .. .. .. . . ......... . . . . . . . . . . . . . . . . . -.�--:�:�:-. - . . . .1 / .::::::::.::::, , * 'I'*'*. *.* *.* * , * .. . . . * * * * . , , * .*..*..*..*.......... ............. . . . . . . . . . . . . ....... ,�........................................... . . . . ....... ��.-,. - .-7 -- * '. . - - .-- -%-:zm-%-t�� . . . . . . . . . . . . . . . * . . . . . . . . ... . . . . . . . . . . . . . . . . . * . . . ... .. .. .CU.T.:. .. .. . . . . . .. .. . . - . . . . . . . * * * * * * * * * * * * * * * * * * , . , .. ..* .. - .. ., - . . ." �� .. * I / ..... . . . . . . . %w/ aww. . . .. .. .. . . . , .1 * * * * * * * * * * * * * * * * * . - . -4k .'. -, - . CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. .. /.... .. .. .. .. .. .. .. .. .. .. . . . .. .. .. .. ... . .. .. . - .. ................ , ��...................................................."".....�'........... .. . _�._ .7. .. . .� -1 I . �* * ..:?, .-�-; ...... . . . . . . . . . . . . . . . . . . .. - .... . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . - ......................... . . . . . " . . . 1 , . . :. ..." 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY . - - - . - . . . . . . . . . . . . . . . . . . . . . . . ..- . .. .. .. .. .. .. .. . . "". * * * * * * * * * * * * * * * . . . . * * * . . . ... ��,- - , .. . - 6,- -.-., .: ..: . . . * * * * * * * * * * * * * * .. . . . . . . . . . . . . . . . . . . .. . . . . .. .. - - , - .. . . . . .. .. . . . . . - �-. . . . . .L-!. .. . . . * . - ...,-.. . .t. . . . .,,,iisp� . . . . . . . . . . - . . . . ". . 1��,_* -*-* - . - . W. � a . . . . 01).....QURB . . . . . . . . . . . T, '' '* '* '* '. , , '.*'.* . . . . . . . . . . . . . . . . . .. . .. . .. . ., . . . . .: I .*.. .. . .. .. . . . . . .. .. .. . ..... .. .. .. .. ....... .. .. .. .. .. ...................................... . -.' .., .... . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. . . ..-.-.. .. .. .., _ttl, -. .. . - . .. . ... .:,.. . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . - - t.� OW AN LISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO . . .. .. . , . . . . . . . _ol.% . . . . . . . . . . . . . . . . . . . ... . . ... Z:tz . . . ...* . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....._.... ..%-f-,.-.,-%-.,-*.-.,-%-.,- I . . . . . .. .. .. .. .. .. . . . . . . . . . . . . . .. .. .. .. ;11. I _. I _. * _. * _. * _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. . . . . . . . . . . . . . . . . . . . . . . � * .. . . . . . . . . . . . . . . . . . . . . . . . . . . . '� .'. . . . _. - * * . , . .. . .. _.- -.;�. ... . . . . � ) . . 7 .. . .. .. - *.. * - * - r-ftL-. * . . . . . . . . . . . . . . . . . . . ... . . . . . . . 0 . . . . . . - ..... . . .. .. --.-t,.-w!�.�,:_-- . - .- . . . - , . ...., . C)..... .. .. . . . . . .. . . . .. .. .. .. .. .. .. . . . . . ":.. . . .... . . . . . . . . . . . . . .. .. .. .. .. .. .. ..;a. .. .. .. .\.*. .. .. .. .. .. .. . - - - - --- 4. 1. - . . . . . . - / - .. . . . . . . .. .. . ..d . . . . . . . .. . .. . .� . .. . ...... . . . . . . . . . . . . . . .. .. .. .. .. -..-..--:--,. .0 A,. . . . .. .. .. .. . . .. .. . . . .. . . . . . . . . . . ........ . .. .. .. .. .. .,. . . . - �. , -.* * * . . . . . . . . . . . .. . _:� 5-. �-,_-- � - .. - - - .. .. .. .. .t�----. BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. .. .. . . q'.%-'.%-'.*.%'.%%'. *'. .. .. ......... . . . . ..*..- . . .. .. .. .:I:-*.:-::-::.:-::.::.:-::-::.,. `1%. ... ... ...- ..- %_ %_ * - * - * - * - * - *_ *_ *_ *_ *_ - � a . . . . . . . .. .. . . . .. . . . . / . . . . . . '. ..* . . . ", ... . . . . :: .: .-:71 . . . . . . . . . . . . . .. .. .. .. .. . . . .. ... ... ... ... ..� . . . . . . -, ... ..-& a . . . . . . . . . . . . . . . * * * . . ... . . . . . . . . . . . . . . - -,.- t . .. .. .. . . * . . . . --;---. .. .. .. .. . . . . . . . . . . .. . . . ...... ... . t . . . .. . . * '* '* '* * * . -:, � -.-,: � � , . . . . I - .. ... . -- -� .. . . .. . .. .. .. . . . . . . * -� -� . -; . . . . . . . . . . . . ..... . . . . . . . . . . . . .. .. . . . . . . . .. . .. . .. . . . .. .. .. .. .. .. .. .. . . .. .. . .. .. .. .. . - - - %_ .- - . . . . .\ . . . . . . - - . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . .. . . . . V . . . . . . . . . . . . . . . . . . . . . _ * * * ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** . . . . . . . . . . . . . . ... - - .. .. .. .. .. .. .. .. .. .. .. .. . .. ...4" .. � . . . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. . ..W.- .* .... . . . . . . . . . . . ...... .. :�- __� _.- - * _'.. _%. -*.. * - %. * , * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . - - - .. .. .. . . . . . . .. .. .. .. .. ... . . . . . � . 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL . . . . . . . . . . . � - \1 / ..... ..:i:.::::*. .......>�...:...:.:-.*-*.*-.*..../.... . . ..... , .. , . , . * . * . * . . . . m I . .. .. .. . . . * * . Ic ..* _..�_.1__.* * . .. .. .. .. ................................................................................. '. .. ......................... .. . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . ........ .. . ---.;.. _* - _* - -*...*...*...*...*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*.-.*...*...*...,...,...,...,...*...*...*.- . . .. .. .. .. .. .. .. .... .. . - - ---.- . . .... . . . -.*.-.%-.'.-. . . .. . .. . .. . .. . .. . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . _;,4i.- *. *. * *. % WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). / . .. .. ........ .. .."-%- -*.- -*.- -*.- -* .* .* .* .* . , ... . __ *_ *_ * - . . . . . . . . . . . . . . . . . . ... ..... . . . . ... - - . . . . . . . . . . . . . . . . . . . . . . . . . * - . . . . . . . . . . . . . . . . . _,�.. - A........... . . . . . . .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . * .. .. .... ...*. ., . * .. .. .. .. .. . .. . 1�* .. *......A.ft-.. ............ .. .. .. .. .. .. .. ........ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . .. .. .. .. .. .. . � . .. .. .. .. ,r: . . . . . . .. .. .. .. .. . . . . . - .. .. .. .. . . .. . . .. .. *_ - - - - - - - - - - - - - - - - - - - - - * . . .. . . . . . . . . . .. . . . . . . . . . . . . . * * * * *11. . . . . . . . . . . *.. *. , *.. . . . . . . . . .. . . . . . . . . . * * * * * * * , * * * * , , .- -:---* � . -% -. -. -. 1. *. *. Ift-ft. - .. .. .. .. .. .. .. .. .. .. - - - __ __ __ __ __ __ __ __ __ __ - - - . .. . '%V.A,..* -.1 .. . . . .. ..........., . . . . ................. .. .. .. .. . . _..�_. . .... .. .. .. . . .\ . . .. . . . .. .. .. . . r, ,� 6. ANY HAZARDOUS SUBSTMCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND . . . .. . . . . . . , . . . . . . . ... ..' . . . . . . . . . . . . . . . . * * * , I , * * * * * . . .. .. � . . . . . . - - . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . .. , . . . , .. * * , - -7. _'. '. '. , - ': *.' . . . . .* ..* .. .. .. .. . . . . . . . .. . . . . . . . .. .. "�. . * . . . . . . . . :,��_:!� �.*-..-*:.*-.*-*:.*/-::.:-.:-....-.* *'* '* , -f- .\ - I. . . * . * . * . * . . . E ... . . . . . . I . . . . . . . . * , * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. * * , * , . . -,-*-* * * * * *.* .* . - - - - - - - - * * * * ** ** ** ** ** ** * . . . . . . . . . . .. .. . . . .\. . ............ * . . . . . . . . . ... . - . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. , . * , * , * ,� * * * * * * * * * ............... ..... ....... .............. ............. . ."".I... .. .. .. ............................................ .. ........ ... ... ..... .. .. .. .. .. ........... ... ... ... ... ..... . . . . . * * . .- � .. .. .. - , \-.--* ... . . . . . . . 1-.-* _. * _. I .. * .. * . . . .. .......... .N... .. .. . . . . . . . . . . . . . . .. .. . . . . . .. .. .. .. .. .. .. . . . . . . . . . . I . . . .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. . .. . . . . . . . . . . . . ................. . . . . . ..... . . . . . . . . . . . . . . * . . . * �� . . .. .. ... .. .. . . ... . . . . . . ... . . . . . . ........... . . . . . . . ................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .* * . . . . . * .. .. . . . . . . * * "I-.-. .*.. .*.. _* - *.. .. .. .. .. .. %. %. %. %. %. %. %. * . . . . . . . . . . . . . . . . . . 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. . ....,% . . . . .--,-.:�, J , , * * \`* **.* **.* * .* ** * * * * * * ** ** ** ** ** ** ** ** ** - ** - - * * * * * * , , ., ., .* * * ** * * **** I I . . . . . . . . 1'. . . . . . .\ . . . . . . 10 . . . . -:: , . . . .:.. . . .:: DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. . . . * . . .. . - _* - __�_ __�_ * - _'__11'*' - , - ... . . . . . . . . . . . . . . . . . . . - .. . _._Z�� . -.*-.*-.* . . . . . * * * * * * * - . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * . , * * - * *..'- , *.-.'- * % -.1 * , * * *. . . . . . x . . . I . . * * * * * \ . . ,i:: , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * . . . . I � . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . "44_ ..* ..* ..* ..* ..* ..* ..* ..* ..* ..* ..* -.* -.* -.* -.* -.* -.* _., - , _., -.* -.* -.* -.* -.* ..* ..* ..* ..* .. - . . . . . . . . . . . . . . . . . . . . . ... ........ . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. .. .. . .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. � . . . . . . .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . * * . . . . . . . . . . . . . . . . . . . .. .. .. . . . . * . - * * . * . * . * . * . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I - - . - . - . . - . . - . . - . . - . ..- . - . - . ... ... .. ... . ..\ . . . . . . . . . . . . . . ,;.V.4z. - * - LIJ . . . . . . . . . . . . . . . . . . . . . * * * * * * - . . . . . . . . . . . . . ...... . . . . . . . . . . . . .. . V . . . . . . . . . . . . . .. .. .. .. .. .. . , .. ** * . . . . * * * * * * * . * . * ** ** ** * * .%ft- .** .*. .*. . . . . .. .. - . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ... ... .......... , .... , .. * .*. * * * . * * * ** . * , . .. . . . * . . * . . - - - I* -* - .\.-.* * * * * * * * * * , * . . . . . . . . . . . . . . . . - * - * -.'%- - .!.PA. . . . . . . . . .. .. .. .. .. .. . . . . . . . . . . . I . . . . . ..... . . . -- I .. . .. . . . - .::.: _::-:--:-::-:-'' '* '* '* , * `* '* * . / . .. . J, *' ** * * :::\.: _1 -`-*`\-** * * * * , * , , * , * * 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE I. . . . . -.* . ..*-,..,-,. -. . -�--. - -.. -.. -.. . . . ........... ........................ . . * - * , .................... , . .. .. . * . * . * * .. .. ......... .. .. ..... .0-... . . . .. .. . . . . . . . .. .. .. .. .;<,�.:'1--.;:1��.-%-.-* . * ... ... ........ .. .. . ........ .. .. ........ . . . * * * * * * * .. * * . . . .. .. .. .. ... ... .... .... .... .... .... ....... . , * . , * .. * . * .. * . * .. * . * . * * . ** ** ** .,. REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND .. .. .. .. .. .. . .. .. .. .. .. - .* . *' . ** . * . . . . . ..................... - . - ... - ... - ... - ... - .......... . ................................ ...............V,.^. . .. .. .. .. .. .. .. .. ... . . I I .. . . . .. * * * . .�. -, .. *-. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . . . . . . . . . . . . . . .. .. . . .1. r." -*.* x * - . . . ..* . . * . . * . ..* . . . . . . . . . . . . * * * . . * . . * . . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . .:bl* * . * * * - . . . . . .- .- .. :1 .� .,.*. .. ..... . . 06 % . . - . . . . .... . . . . . . . . . . . . . . . , . , . , . * * * . * * . * . * . * . . . .. .. .. .. .. .. .. . .. .. ........ . .. 111;-"._... .. .. .. .. - . . . . . . . . *% * . .. . . . . . . . . . -- , -, , * * * * * . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . ... . .. _. - _.- . . . . . _. _. _. ., . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . ... ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -7 ..... . . . . ... ... ............. . ... . . . . . . . . . . . . . . . . . . . . . ... . . . . k�, . I,-. . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . - ..... . .... . .. .. . .. .. .. .. .. .. .. .. .. .. , . . . .. .. .... . . . . .. .. . ... ... ... ... ... ... * .. .. .. . . . . . .. .. .. .. .. .. . I- * * . * . * . % * . '. * . '. * . '. * . .. .. .. .. .. ..*.-.*.-.*.-_1;..;,t - - U) . . . . . . . . . . . . . . . . . . . * * * * * .__�. . . . . . . . ..- .. * . . . . . . . . . . . . . . .. .. . .. .. .. . . . . . . . . . . . . . . . . , - , - - - **'** - * * ** ** . . , - ** . - . - . - . - . - . - . - . - . - . - . - . - . - . ** . ** . ** . ** . ** . ** . **-* ***** . * . . - - `10* * . . . ... . . .. _0.. .. ... .. .. .. .. .. .. .. .. . . . . . . . . - . - .. . . .. .. .. .. .. .. - - - - . . .. .. .. .. .. .. . . . . . . . . . . . .. . . . . . .. .. .. - . - . - . - . - .. .. . . .. .. - - - . . . .. .. . . . . .. .. .. .. .. .. .. .. . . .. . . . - - . . . . . . .. . ... .. . . . . . . ... .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . .. . .. .. . .1 ., * , * , * x . . . .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . * - . - . * * . * . * . * . ** . - - . - - - - * . * . .. . . . . . . . . . . . . . . . . . . . . . . . . - . - . - - . . . . . . . . ... - . . . 1-4. - * . . . . . . . . . . . * I * * * * * * * , * * * * , * * * * * * ** ** ** ** . * . * . \ * * * * * ** ** '* . . . . . . * : ` .\---* *. * *. * *. * * * * * * * . * * . * * * * * * * * `*_*`*_* .*-* . . . .... .. . . . . . . .. ... . . . . . . . . .. .. .. . ... ... .. .. .. . . * * . * .. * .. * ...... * .. * . * . * . * . * . * . . . . . . . . . . . . . . . ..... .... . . . . t .. 1. . 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND I . . . .. .. .. . . . ..... . .. . . . . . ... _1 X* *' * * '* '* - . . .-\.-,-.* . . . . . ft%. X . . LLj COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. . I I ... .. . I. '. . '.* -:::::::-)-. - - -* . : . . . . . . : :: .... :::.:.:.:.: - . . - 6) . ... . ... - . N . . . . . . . . .. .. .. .. . . . . . . .N. - . . . . . z . 0 I I .f. \ . . . N = I . . . . . . . . ** .f.. .. .. .. . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . \ . . . . . . . . . . . . . * . .. .. COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING m. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ....... ................... ............. . . .. .. .......... ................ .. . ..................... . ................... ............................'N. _.... -.-,.-.-*.-.-*................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... --`-`-`-`4 .. .. .. .. .. .. . .. .. .. .. .. . ........... . .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . . . . . . . . . . .. . . . . .. .. __1___;,-6_*- *. %. .. .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I Im . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. . . .. .. . . .. .. ..... . ............................................. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . ....... .. .. .. . - - , -- * * ....... . . * ...... I A I . . . . * - __1 . . ... ... . . .. ..... . .... . . . . . ... . . ... . . .... . . ... . . ... . . ... *.* . * . * ..... . ..... . . . * . . . * . . . * . . . . * . . ... * .. ..... - .... - ................ .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..:.::.:..:.::.*.. . ...... . ......17. *.-. ............ ... 11 LU VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME . - .;....%., . . (1) . . * ` * * * * ` * * * . * . . . . .:.-.*-.*- ** - ** ** ** * * * * * * * * '* '* '* * ** ** ** ** ** ** ** . . . . . . . . . . . . . . * * * , , , . . . .. .. , . * * * * . . . . . . % - - % .. ---*. .. . . . . . . . . . . . . . . . . . . . * \-:--X-:-: . .... " , * . . . * * * * . * * * * * * * * * * * * * , * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % .1 . . * X** * * * * * \ . . DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL * * * * * * , * * * * * * . . . . . . . . . . . . . . . . . . . . * * * * * * * * * * * * * * * * * * * * * * , * * * . 0 . . * . * , T .* -.* ... . .. . . . . . .... . . . .. . . . ... ::::::::::::::t .. .. . . . . . .. .. .. .. .. . . . . . . . *t' - .:..:.:..:.:\ - * , * , . . . . . . . . ;;0 I . " , . .. ... . . .: ............... . - - - * * * * \ * * * .X. -, * , * , * * * * * * * * * * * * * * * * * * * * . .%@- . 'I" . . . . . . . . . ;;0 . * . . . - - -, _< I I I I . . . . I .. . . . . . . . . * * . . . . . .. **.. . .. .. .. .. A \ - __ \* . . COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO . . . . . . . . . . . � . . . . . . .. / - .%-..%-..%-..,I-..%% .. .. .. . . . [ .. \ - . .. . ............... .. .. ..:J.......... ........ ......... . . . . * .. * .. .. .. ... .. ............................. ...............% ... ... ... - ............ . . . . . . . * . * .... , .... , .... , .... , ... . . . ....... * * . * * . * * . - * * - * . - ... - ... - ..N... . * '.' . . .--. - * * * * * . . . . . . . . . . . . . . . . . . . - - - - . . . . * * , . . . . . ... . . . . - . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . * * * * * * . . * * * * * * . . . . . * * * . . . - . . . . . . . . . . . . * * * * * * * * * . . . * . * . . - - , . . . . . . . . . . . * * . . . . . . . . . . . . . . * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . .. .. . . . . . .................... .....___......... .......................... .. . ..................... .. . ........................ * . * . .. .. .. .. ......... . . . . . . . . . . . . . . .*... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. .... ... ... ... ........ . ... . . . *- - -* * -* * -, .. . . . . . . . . . . ......A** ." .*-. . *..,.._*.. ..%.... . ..... .. .. .. . .. .. .. .. . .. .. _.- . . . .. .. .. - . . . .. .. .. .. . .. . . . k. . . . . . . . . . . . . . .. . REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE . % .. . . . .-. __ . . . \.** * * * * * * * * ** *.* *.* *., ., . . . . .. .. .. . � . . . . . . . . . . . ... . . . . .. . . . ***A* ** ** ** ** ** ** ** ** ** *** - - - * '' '' '' , * * - ** ** ** ** . ...... .. .. - - .......... . ............... .. .. .. .. ... .. . . . ..................... * . * . * . *V: -.* :... :. N, * , * * * , *-' - - - - - - - - - - - - - - - - - - - - - - ..... ... . . .A. ::-::-:-::-::-:\-::-:.\::.'- - . - . _.. _.. . \ ' PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO . . . . . . . . ... ...:! - . . . .. .. . . . . . * * * : . X * * * * * * * * * * ** * * . * . - - - - *1 . . . - - - - - - - - . . . I . . . . . . * * * * * * . . - . . . i.i . . ..:. . . . . . .:: . . .. - . . - - A * * * * ' * * * ' * * ` ' * ' * ' ' ' * ' * ' * ' * * * * * **** \ N. : .-*.*.-*.* * * ** ** ** ** - . * * * * , I - I I ..* *.., * .:::::.*. .*. .*. .* **., .. .. * .. ..........'. - .. - - , , * * * , . . . .. * , . . . . . . . . I . . . 1:..-..*:.-?j.-.:*.. `__ . . - .. - .. . . . .1 . . . .-. .-. J:`.-`?-:.-[.-:- - * * , .. .. . .. * * . - . .. .. . . . . . . . . . .. .. .. .. .. .. . . . . . . . .. . . . .. . ... . . . . . .. .... I . . . . . . . . . . . . . . . . . . . . . .. .. .. . %, . . . . . * . . . . . . . . * . . . . . . . . . * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ... . ....J...* .*..* . * * * . . . , * .*. . . , . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . * . * . . . . . . . . . . - . - . - . . . . . . . . . . . . . . . . . * . . * . . , . . . . . - .. . . - ... . . . . . ., * . , - . * . . I SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ........... .... . . . . .. * . . , . * * . '. , . * .. * .. * . . .. ................... ... ... . . ............... . * . . * . * ..................... ...................... ............. .. ..: ...� ..\.............. ... . ... . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * - - . . .. . ..01.* .*.* .*. . - . . * . * . . ..... .. .. . . .. .. .. .. .. - .. .. .. .. .. .. . .. .. .. .. .. .. .. . . .. .. .. . . .. . . . .. .. .. .. .. .. .. .. .. .. .. .. .. * '' '' '' ** ** . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . * . * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * *1*-*-.*-.*-*-.*-.*-:-.*M*-,.-*-*.-* . . . . . ... * ** ** . . . -.* -.* .... . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. . . . . . . . . .. .. .. .. .. .. .. ..... .. . . . . - -:--:-:-`-. '.. '.. . - .\-*.-* * * - - - - - - - - - - - ** ** ** ** . . .. . .. _V . . . . . .. . . . .. . . . - \ * * * * * . . ,� . . . . . . . * , * * - * X* ** * , - - * * * * * . .. . \ , , * * * * * * * * * * * * * * * , , * * * * * * * * * . . . . . . . . . . . . . . . . . . * * * * * * * * * * * * * * * * * * * * * , . . .............. . . . . . 1* - * - * - * - * * .* .* .* .* .. . . . . - - - - . - - - * * * . I .-.*- . . J . .:j.:*.:*::.:*.. ...::.. ...::.:.. - - . . . . . \* * * * * * * * * * * * * * * * * * * * * , * , * , . . . . . . . '/-. . . -:: -�_:: .: : . .. .. .. .* - I :: .::.:..*.. -j-::*:.: . ... ... .A - . . ... '. . - - - . - I ... . . * * * * *.*.*'.* - . . . . I ... . X., , * , * * * * * * **: . . \ - - \. . . . : - - . - ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. . . . . . . . . . . . . . * I.* . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * , . . . . . . * * , * . . * . *.. . . . . . . .. .. . .. . ... . . . .. .. .. .. .. .. .. .. .. ..... .. .. .. .. .. . . . N. *' *'--, - -* - -* - -.-. -.* ..*. - * . . - . - . - . ..* ..* ..* ..* . * * . . . . . . . . . . . ... . . . . . . . . \-x -:: . . . ..... . M 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BL . .. ... * . . . . . . . . . . . . . . . . . . . . . ....... . . . .. .. . . . . . . . . . . . . . . . . . . . ::-::-:-.* - *::-::.: -::. . . . I % .1. . . . .... . . . . . . - . X. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --I . :..:. .. ..0 .*.. .*.. -*. * * . : . . . . . . . . . . . .. .. ............ . . . . . . . . .... ........... . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . .DG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * ...% ... . . . . . . . . . . . . . . . . . . .. ........... .. .. .. .. .. .. .. .. .. .. .. ..- ..- - .. .. . . . . . . . . CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS 0 1 -.-. : J - - - - * * * -----------�.-4...1.? . .. . .. . . . . . .. ... ..- -�.,-.- ..- .. - . . . . . . . ......... . . . . .. . . . .. . . . x \. . . . * ** ** ** * * ** ** ** ** ** ** . * * * * ** ** ** *. .. .. ., .. .. .. .. .. .. .. . . . . . . . . . . . . . .. .. . - . .. . . . . . .. . .. . \ . \ . I -V .;U. . . . . . . . . . . . . . . . .. . . . . . .. .. . V. . . �, . . . . . . - - . . . . . . . . . . .. .. .. . .. .. . . .. . . . n. .(; - * . .\. . . . . .. .. .: .: .: .: . . . . . . I - - - - . . .* - -.*-.*. . _. - . - \-..-* * * * * * * * * * * *.* *.* * * * * * * - - - . . . . . . [-.?... .:...... . . . . . . _? _.[.. .. . . . . . . . . ... . . . . .. X.I........ .. .. .. .. . .. .. .. .._. . . .. .. .. .. .. .. .. . . . . . . . . . . . . . . . .. . . _�. .. ... V.. ... . . .. .. . . . . .. .. .. .. . . . . . ............... - ..... ..................... . .. .. .. .. . - - - - - - - . - - . - - . - - . - . - .. - . . . . * * . .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. "'. . .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - - - - - . .. .. .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... j . . . , . . , , . . . .0. - . - ... . __-* �.. . . . . N . . . . .. .. . . . . . - . - . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . -:,-: I .* * . . .. .. .... . . .-....-!-;.;,-- - - - - -.- --.- --.- -- - . . . . . . . . . - ..: . . . . -, 0 AND CAP LINES. . . . . . . . . . .. * -% . .* .*.* .*.Cn*.. -*........... . ij:.*_.. . . . .* ..... . . .. .. .. . .. . .. . . . .. .. .. .. .. .. . . . 1. .. .. . .. . -:. . . .x . . .: . ..... . . . . . . . . . . . . ...... . . . . . . . . . . . . .. .. .. . . .. .. .. .. .. .... k\.. ..... . . ..:.. � I I ..:. ..:. 2�_ * * * , .. .. , ... , .. ....N : .: : .: : \ * . . - - . . . . .< . . . \ . I ....... . . . ., *, *, , . .. -- - - - ................ . . . ....ft;14........... . . . . .. .. .. .. .. .. .!111 .. .. .. .. . .. .. .. ....... .............. ........ .. .. .. ... .... . .... .... ......... ................. .................... . ..... ............ 11.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES . . . . . . . . . . . . . . . . . . * . . \ . . . . . .1 .. .. . . . . . . . i�:� . . ft . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . .--, �� 1� . .. .. .. .. .. . . . .. .. . - . . . . . . . . . * * * *. * . . . . .b...... .. .. - �� . . . . k* - * *. * *. * * . . ............. ......................... .. .. . . . . . . . .. . . ... ... ... ... ... .......... .!.. . . . . . . . . . . .. .. .. .. .. . .. .. .. . .. .. .. . .. .. .. . . . . * . . . . . . . . . . . . . ... . . . * . * I I . . * . * - , * * * * , . * * . . . . . .. . . . . . . . ....... .. . . . . . . . . ...... I Ix . . . . . . : . . . . . . . . . . \ . * * ' - . . . . . . * - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . .. .. .. .. .. . .. .. .. .. . .. .. .. .. . . ... .. .. -4- ' . . . . .. .. . . ................. .. ...... . . . . . / . . ... ... .... .... .... .... .... . .. ... ... ... ... ... ... .... * - .` . * . * ... ... . . . . . . ._."... . . N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * - I . . . . . . . . . . . . . . . . _* _* * _* * _*.:1;;-.;`1'_**..* *.***.***.* *.*-.---.%* -f- . . ** :.-.:-:-.:-.:-:- . . . . . . . . . . . .. .. .. .. . * . . . . .. * . * . * , . , . . . . . . . . . .. . . . . . . . . . . .... TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. . . . . . * * , , * * * * * * . . . . I .. .. ...... �R. * . . :? . .. .. . . .. ..: . I .-.:-T.:-.%*.:..I I . - `2 - - . - - . . . : .. .- - ty -.: . .. . .. - . . . x . . . x . . . . . ..:.--.i R,--U. . .. . . .,� . . . . . . . . . . . . . . . . . . . . . . . . . .. , . .. .. .. . . . . . . - - . ...., . . . . . . . . * . * . . * . . * . . . . , , , , . * . * . * . * . * . * . * . . . * . * . . * . . * . . * . . . . . . . . I UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE . . . . . . . . . . . . . * * * * * * * * * * * * * , , * . . . . -" - . . *** * * * * * . . . - - J - ..... . . - - . .. . . . . . . (AD 12. . - L . . . ... . . .. .. - . - . ........... . . . . . . ........ ....'..... * ... * ... * . . * . . * . . * . . * . .. . ... . . ...... . * * . * * . * . , . . , . . , . . , . . * . *** .. .................. * . . * . . . . . . . . . . . . . ...x _.. * _.. * _.. * - * . . . . . . . . . . . . I I I I I I * . . . . . . . . . . . . . . . . . . . * * * . *[-.I:-.* -:-.. .. .......... I - - - ... .... .... ............................... ................................... * * * .. . . . .. .. %. .. .. . .... . . ... . .... . ........ . ..... . . .. ....... ... .... ... .... ... .... ... .... . . ... . . .. . . ... .... ... .... ... .... ... .... ... ..... ....... . .... .......... ....... ....... .. * .. . . . . .. .*. * ..* ....* ....* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . - - , , * . . . . . . . . . . . . . . . . . . . . . . . . . ... . . V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , , * * * * * * * * * * * * * * . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * * * * . . . . . . . . . . . . . . . . . * * . . . . .. .. .. .. ................................. .. ...........-..................... . .. . ...... ----*..*..*..* .*..*..*.. . .............. . ............................. ............... - .. .... A. ** - � * .. - . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . �- .. .. .. . . .. .. . . . . . . . . . . . . .. .. . . . . -m. . .. .. .. .. .. . . . . . .. - .V.- .*.. .*. . . . . . . . . . . . . . ..I-.. . . . . . . .. .. .. .. . * - .1.. . .. .. .. . . . . . ��. .. .. .. .. .. .. .. ... . . . . . . . . . . . . . . . . . . . \ . (n . . . . . - , * \ . . . . . . . . . . . .. .. .. . . ..,. . .. . . . * * * * * . * .. .. .. .. � .. .. . . . . .. .. . 4--*'....*;" - * * * * - . * . * - - ** ** * , . , . , . * . * * * * * * * * , * * : .' .* .' .* \* * * * * * I 11CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL . . . . . . . . . . . . . - - - - - . . ,--.*, * - *. *. - *. * x � . . -x . - . . ..--.-. _. . -.1 .. . . . . - * * *\** ** * * * * . . . . . . . . . . . . . . . . . . - . . . . . . . .-t .:-.,-.,-:-.* * * * . -;.*-. -* - - - - - - - - .. .. .. ...?.:...?.:I ... - . .- .*,.*. X ... - - _- .\ WHICH ARE TO BE ABANDONED OR REMOVED. N. , ." . . . . . . i I .::: : ...'..:-.,-.--:-.,-.--:I..-.--:-.--- ..:..tm . ..**.* ***.* * * . . - . - \ .... ..... .. . .\.. N . - I * * * * * * . . . : .:.: .1 . -. -. - i�-4 . . . . . . , * . . . . . - . - . - . - . : \ . . . . 4'. , . . . . . . . . . . . . . . . - . . . . . * . .. .. .. . . _00 . . . . . . . . . . . . . . . . . . . . . . . . * . . - -:-I-.:-:-.:-.:-`:-. -*-.*-.:-*- * * , * * * . . . : - .,.: ..:.. . * * .� . . 0. . . .. .. .. . . . . -: -: .: --.-- * *:* - -,- -, . % . . . . . . .: .: .: .: -\ .: - ` - : * * * * * * * * * * * * * * , * , * , * * * * * * * * * * :00 . I > . * ,. . . . . . . . . . . . . . . . . . . . . . . ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . .. .. . .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ...64 %,.'_X.*. .*. .*. . . . * * * * - * . . . . . . . . . .. .. .. .. . . .. .. .. .. . . . . . . . . . . . . . . . . . . . .. .. .. .. . . .. .. . . .e .. .. .. .. .. .. .. . .. . . P.;�. .-- - . . . . . . . . . . * . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . .*1 .** .* .*. . . . . . .. .. . . .. 0. . . . .. - - * -\- -.-- -. _U .-[-*.' ., . .---.-*:,.-�-- , .* .* . % * -� . -.*-** : \ .. *-,�-.- . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0;�-_ . . . . = .... . . . * . . ... ...." - _'. - - - '. '. - - - - '. - - . -�, . . . .. .:;O;O.. . . . . . - -..-::O.- --. .�-:-:: - .. . .. . , , * * * * * * * * * * * . . . . . . . . . . . . !.;. ... . .. .. .. .. .. .. .. ............... . . ................ .,.. .. . U . .....I....... .. .. .. . . h h *................... .......... .... .... .... .... . .. ` * ` * -*-*--' * -.,. * . * . ... * . * . ... * . * . ... , . * . ... * . * . ... * . * . ... * . * . ... , . * . ... * . * . ... * . * .* - .0-00 .. * . * ......... * ... *.... * ..... * ..... * ..... * ... * ** ** * * . * ... , . , ... , . , ... , . , ... , . , ... , . , ... '' .. * , ... , . , ... , . , ... , . * ... * . * ... * .. .\. * . .... ...... WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. . . . . .. .. .. .. .. .. .. . . . . . . .. . .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. . . . . . .. .. ..-..-.,*.-.,-. * _***_**_** ............ - ..................... ................ ... . .. . . ... . . ... ... ... ... ... ... . .. . * . , . . . . . . .. . .. .. .. .. ......... .. *.. .. .. . . . . . . . *. - . 00 .. . . . . . . . ... I ..... . . . . . . . . . . . . . . . . ... ... \. . z . . . . . . . . * * * . . ... . . . V * . . . . . . . . . . .., . . . -**.*** . . . . . \ . 11 > . . . . . . .. .. . * .* .. ... .. .. .. .. .. .. .. . . . . . . . . . . . .. .. .. .. .. .. . .. . . . m ...b. . . . . . . . . . . 14.CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL . . . . . --I . . . . . . . . .,;Po \ - * * * * * - - - - . . . * . . . . . . . . . . . . . . . ;;O.e. ... . . . . . . . . . . . . - .\.** * * * * * * * * * * LU . . . . . . r- . - . ........ .... . . . . . . . . . . .-\* ** ** ** ** * * * * , '' '' ** * ** . . . . . I .. . . . . . . . * * . . . . . . .. # - - .. . * . . . . . . . . . e... .. - .. . .. . .. . .. . ............ ... . . - - . . - ... - ... - ... - ... - .. ... .. ........................ . ... . � . . . . . . . 444% - - *. - - *. .. - - - ... . . . . . . . . . . * . . , * * * * * * * * * * . . , * * * * * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = ... ... ................... , . . . .. ............... ............................ . .. .. ............... * -..* -..* -..�,-..* -...;00. . . .. .. .. .. .. .4-.-. *...... . .................... . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 'e. * . . . . . .. . . .. .. .. .. .. * * - * * * * * * * * * * . . . . *�*. , :: , .*. - .j . . . . . . . . . . . * * * * * * * . . . .....:;1;0............... ... . . . . ... . . . . . * . . . . - - - - - - - .- .- .- .- . . . . .. . . . * . . * . . . . . . . . . . . * * * . * . * . * . * . * * . * . * . * . * . . . . . . . . . . . . . . . . . 1�1 * * - * - - . . . . . . . . . . .... . . ....- . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . 2 . . . . . . . . *,I.-. *. .*. .*. . - . . . _U ... .. . . .............*. - - - - - ......................:;'. . ... . .... .... . .. . ................. .*e.*. -` .*... '. '. `_ `_ ` ` ` * * - - - * - . . ;-_ . . . 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE . . . . _% - - -: .: -: -, , , '' '' '' , , .* .* .* * .. . . . . >_ . � *' *'. * . , *' ** * ** *' * . ..-.-*.-.1:.I : . - . . . . .. ...J , * - - - , * . . . . . - . .. .. . .. . . . . . . . . . . . - - - . . . . . . . . . . . . . . > I _%, - . . . . . . - - - - . * , * * * * * * ,;.. - - .. - .*. - .*. - : . . x. .- . . , I --I . .. ..... .. .. .. .:-::::.:* . . . . . . k.....?.:... . . . . ... .-..-. .- N j.::.-`. . . - __ . . . . . * * * . . . . . _._. . . . . ..:�-.: ..: DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT ..:...:. ..�� . - - - \ . . . . . .*. .. . . . . . . . . . . * * * . * I I * * .: - . . . . . . . . . . ... * . * . * .. .. .. .. � . . . . . . . . ..... . . . . . . . .. * .. * .. , .. , ... . - - .. .. .. .. .. .. - . . * . . .. .. .. .. .. .. .. .. .. .. " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . ............. .. .. . V - *_ '. .. .. .. .. .. . . . . e - Z.), - % - - % - .. . . *�,* * * * . * * . , * . , * . , * . , * . , . * . , . * . * . * . * . * . * .. . . . . . . . . ( . . . * * - x_-_..''. *'. *'. *'. * *. * *. * *. * *. * *. * *.-* * I .. . . . I ... . . . * * * * * ... , , . . , . . , . . , . . , . . , . . , - : . . * I.? --%:--`-%'--:--%.--:--, * . . . . . .. :.,.*-: . . . . . . . ..... .. . . . . . . . . . .. .. - . .. * .. ...... \ . . . . . * * . * * * * * * . - - . . . . . . . . . . . . . . . . . . . . . . . X - -.* . . . . '* . . . . . . . . . . . . . .. .. .. . . .. .. .. .. .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . .. * . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . * . . . . . . , , 1..-. .'.'.'. . . . . . . . . . .... %. . , * . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . , '' . ..#--.-. - . . . . .. .. . .. - . . .. .. .. . . . . . . . . . . . . . . . . . . .. .. ... .. . .. .. .. .. .. p * * *4,* . . . ' ' . - . ::-.*-:* -.*-:* , , , . . . . . ,;fop . . . . . . . . . . . . ;1;;.. . . . . . . . I . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ''. . , * *0e%*,%*,%*,%* , * .... .. .. .. . * * . . . . . . 0. . . ..... -,-;,.- -.,-. -. - .. - - - - . - . - .... . . . ..::.. - - _... -eo * * * * - , * - - * I- . . ....:.000. .%%.*......... . .-! .. .. . -.. .-.. - L) 16.IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING . . . . .. -�,� 1�. I .. -. -. -. ............... - - - - ... .. . . . . ..... . ............................. - - 10 .. ........................ . . . . . .. .. . . . .. .. . . . .. . . . .. .. . . . . . .?. ........... ... ... . . . . . . . e- - ..... .. .. .. .. ........... - - .. .. .. .. .. .. .. .. .. . - I - * . * . * . * . , . , . , . ._ __ . __ . __ __ __ - - - . . .* ......... .. ........ . . .. .. ./ .. . . . . . . . .. :-:-:-:-j,;;�.-:-:-:-' * * * * * , * , * , * - - - * *---*-*,,e-* * * * * * * * * * * * * * * * .*. -*.:1;;-1.11.. . . . . . . .. '. . , . . . . . . e . . . . . x . . .. . ...I. � . . . . . . . . . . . . . . * , , * - . . . . - -I:- -:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . .. .. .. .. .. . . - - - ...I.. .. .. .. .. .. -x* . �� - - x VEHICLES. \ ::..:: -- . . . . . . \ \ I : :� -. . . . 0 . .,:::::::.:. - . . -: . .� . .. . .. . . . . . . . . ... I -: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 . . . . . . . -SI (REF: PSCM .. .. .. .. .. .. .. .. . . .............. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .... .......... 00 ...................... -...#A.. .. ... .... . . . . . * . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ I . .. .. .. . - . .... ....� . .. . . . .. . 0. . . . . . . . . . . . . ` *0--.--.--.. . . .. .. .-..-..-. .000. - . . . . . . . . ... . .. .. .... .:t . >... . . �_ DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF TE .:x . . . . .� . . . . . . . . . * * . , . * . * . * . * * * , * . . . .. .. .. .. .. .. . . . . -.;.;10.1*-*._*-*._*-*._' . . -*.*.-'.* _'-*._----4;_ ...--. .... ....t. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . .. .. -;/.- ..- ..- - . . . . . , . . . . . . . . . . . . ........ . ,_._"�. - - .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. . .. .. .. . . . . . oe ..... . . . . . . . . . 000. . . .. .. . .. . . . . . . . . . . . _:-�":� --.%-T-.:----:*, * , , * - - - - - * . . . . . . . . . . . . . . . . . . . * * * -, .. . . ': � .. . . . . ... . . . . . . . .. .. .. .. .. .. .. .. . * * �_,. __* * , . . . . . . . . . .. . . . . . . . . . . . . - .. . .. .. . , . . .. .. . * . .�. .. , .. _:_ * * , , '. -.'. . 4e. .. . . . . . ...... .... ... .. .. . . . . . . ., - -, - .* .00 ..*. ..* .* . - - . . . . . . . . . ... ::,* - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . * . * . . . . * , , 1�.' _.' ............... . . . . . . .. p . . . . . . . . ................ ....... .p... ... ... ........................ . . * . . * . . . . * . . * * * * * * . . * * * * , , . , * . . . . . . . . . . . . . . . 00.. .. .. .. .. . . . . . . . - . .. .. .. .. ...... .. . . . . . . . . . . . . :,--. - - - . . . . . . .. .* - ---.' -.;O.., .., . . . . . . . . . . . . . . . . . 4 .. . . .. . . . . . . ... . . . . . . , . . . . . . . . . * . . . . . .. . ;0;0 . . . . . . . * . * . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , * , * * , * * . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . * * , , , , * , * , , , * . . . . . . . . . . . .. . . . . . . . . . * * * * * * * * . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ;r _.. _'.. _'.. _%. . . . .. - . . .. .. .. .*. * . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . * . .. .. .. . .. .. .. .. .. , �1* -.* -.* -.1 -.1 -.1 -.1 -.1 ..* - . . . . . . . . . . . . . . . . . . . . . .... t ... . . . . . . . . . . - - . - . - . - . - - . - . . . . . ... _�'. . ... ... ... .............. . . . . . . . . . . . .. .. .. .. .. - .. .. .. .. . . . . . . . . . .. . . . . . . ................. .. .. .. .. . . , , * * - . . .. - * 1* . . �. . ,X. - * - * - - - - . . . . * * * * - < . . - - I'. * . . . -. .. - .. .. . . . . .. . - -- -- .. -- - - - - . . ...;W., . I. ** . . . . . . . . * * * * ` - �_ . % % % % %. %. % - %. .. ..-*.. . . - . - ` * * * * *- *- *- *- * .. . . . .. *- *- *- *- *- '. . . . . . . . . . . . . . �, .*.. --*.. _%. _%. _% . . . . , '' '' '' '' *' . . . . ... ..... ... . . .*. . '' (Typ) . -* /. .. -*.- -, -:� - -- -- 1;00 .... . .. .... 2 ... .... . . . . . .. -*%-*\�-* % .* . _: - *.,*. . . :;O;o . . . _� * * * , ;00� * * . ... ..... .... . . 0 ... . %�... 'x , , -. - - - .*. . 4 . . .... oe ..0 .... ........... ...... .. . . . . .. .. .. ... . . ...... * ........ :,:. . . .. ... 1 ......... .......... ............."40.. . .. .......... . . . . . . . 1* * * k. ` . . A;;# . a . . -.*. -.*. .. . .. . . .. < REG 1, SECT. 9.15. (A)(1)). .. - \ �::--- -.---*-*-::�--:' . .. .. \ . .. . . ........ . . . . , * * * , .�.�. . . - - - . . . . . . . . . ....... �_- . . .,.::::::.:::::::.:::::j:*::* ,�..- . - . -��. ... ... * . . . . . . . . . . . .�. - . . . . . \ I /_'. -*. -*. -, .. __ . . . - TREE PRESERVATION NOTES ..'' . , * . , , , * . . * . * .,�.. .'.--.-- -.- .- .- .- . . . . . . . ._... .. .. . . . . . . .. � . .. .. .. .. .. .. .. .. . * .. .. .. . * - * - * - * - . - . . . . . . ........ ... ............ ****** . . ..... ........... ..... .. ..... ............ . . . . . . . . . . * . * . * * * * .,.* . , . . , . . , . . , . . . . . . . . . . . . . ,Oooe. . - . . . . . . . . . . 00or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . .. .. .. . . . . .. - 10'.. - .. - .. ......, - - - . ` ` ` ` ` - -- - -. - -. ......*....*....*....*..*..*..*..*..*. .. ... . . . ..................... .. . . ................... '' . '* . * . * . ** .. * .1 1. TREE PROTECTION FENCES ARE TO BE ERECTED PRIOR TO BEGINNING OF WORK TO PROTECT . . . . . . * * * . . . . . 0 .. . . . . . . . . . . . . -\.*-..-.--* -..-..- ...-..- ...-..- ---_,;0;0---- __ - - - __ - - - - - __ - - , . .. . . . !� - - -.* . . . . �� . . -, - -, .,\' . . . . . . . . . ., `; . . . . . . . . . . . . . . . . . . . . . . - - * * . . , . . * * * , . . . .... -*�., .., .. , , - . . . . . . . . . .., . .. .. .. ..:0 . . . . . . \� .. . . . . ... ;0;,. - .*. - .*. - .*. - - - .;. . . * * * * , , * * * . . . . . * * , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * . . . . I . ./ . . . . . . * 1. : _'. .,.. .,.. *.** * , *., * *' *' **.** , * , * , **.'-**_*** . . . -le . - . . - . . . . . . . . .. .. . I - . . . , . .* . .** . .*. . .*.. .:::::::-:::::::-::. :.::. 1, 1' _* .. .. .;�� . . . I' * , * , * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . - * , - . . . . . . . . . * . . . . . . . . . . . . . . . . * * * * . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . .. - . . . . . . . . . . . . . . oe . . . e - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' * . . . . . . ... . . . . . . . . . . . .. . ... . . . . . . . . . . . . . . . . . . . . DEFINE SPECIFIC PROTECTION ZONE FOR GROUPS - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . * . . . . . . . . . . . . . .. . . . . ............... . . . .�.� . .. . . . . . .... * . .................. . . . . . . . . e . . . . . . * * * * * * . . . . * . . . . . . . . . . . . .. . .. .. .. .. .. .. .. .. .. .. .. .��. .. . .. .�, . . . . . . . . ........ .. _00 . . . ....... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. .. .. .. .. .. .. .. . . .p.............. .. .. .. .. . . * .. .. .. .. .. .. .. .. ..... - - 11 - - .. .. .. .. ............. ......... .. .. .. . . - . - . - . . . . , . . . '4 * * *e ** ** ** ** ** ** ** * * * - 00-- _- _- .. .. .. - . . # . . .. .. .. .. . . . . .. . . . . . . * . . .. .\ . . . . .:;O;o . . . '\.-'*' *' *' *' ** * *. .*.-,.,., .*. .*. .*. . . . I .,�.-. ... .. F. .-I - ' --- - - - - - -�:-*:-:--:-*:-:'-:--:-.'.e--'--: * I * * * ** * . . -, * . . . .. . .. .. . . . . . * " . . . . . . . . . . . . . . . . . . . .. . . . . . ... .. ... ..... -. -N-.- . .. .. . . . . . . ...... .0t. .. . .. .. .....,;;1;0.. - - , . . . 1* . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. :0 . . . . . . . . . . . . . . * * * * * * * * . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. . .. . . .. . . . . . * * * * ,.. J. .. . - . - - - - - - - - - . . . . . .. .. .. .. .. .. .... .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . . . .. . . .. .. .. .. .. .. .. .. . [-.* -.* -.*-,-L-- **. **. **..,..,..,..,.. . . . 1;110 * -%_ , % * . * . , . , . , . , . * * * * * . . . . . . . . . . . . . . . . . . . . . . - . - . - . - . . . . . . . . . . . . . . . . .......... .................'.%, . * ---. ... ... ... ... ... - - - - - - * * * * * . , * . * . * . * . * . * . , * . , * . , * . , * . , . * . * e. . . . . .......... . . . , . . ..................................... . . . . . .. .. .. .. .. .. . . . * * . . . . .... , . .. .. . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * . . . . . . . . . . . . . . . . . . . 1.14.1 . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * , * * * * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! ..... . * , * *. '. '. * OUTSIDE OF TREE PROTECTION FENCING AT ALL TIMES. . . . . * . , . , . . . . . . . . . . . . . . . . . . . . �0.. \ .............. . . . . . . . . . . . . . . . . . . . . * * * * * * * * * * * * * * , * * . . . . . . . . , * . . . . . . . . , .. . . . . . . . - -4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . ., . .. .. .. .. .. .. .. . . . . .. .. .. .. . .. .......................... .. .. . .. .. .. .. .. .. .. .. .. . . . - . . . . . '.. .. .. .. .. . . . 11 . . . . . . . .. ,.-*.-*.-,\--'. *. *. . . .-.. .-.. - - . . . . . . . . . . . . . . . . . . . . . . . . . ... ... .. . . . . . . .. .. .. ................................ - - - - - .. .. .. .. .. .. .. . .,... . . , . . . . - .. ..-.-.:.;-!1-00-.* *.* *.* ,., ,., ,., ,.* ,.* ,.* ,.* .* * .. .. .. .. .. .. .. .. . * * * * . .......* .. . . ..r. . . . .. . .. . .. .. .. .. . -, .. .. .. .. .. . . . .......... . .. .... .. .. .. ... . . . 4 . . * .... . ... . .. . . .� . - .. . . ... . ........... ... P.. ... .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . .. 0. . - . - - . - - . - - . - . - . - . -- . - . . . --. -Poo, - - . . . . ....... . ... .. . . . - . . . . . . . . . . . . . . . . . * * * * * * * * .. .. . . .. .. ... .. .. . . , , . 00 - - - - . . . . . . . . 3. ALL UNDERGROUND UTILITIES, DRAINLINES OR IRRIGATION LINES SHALL BE ROUTED OUTSIDE THE � .!;< .: 1:;::;��-: .*.: .: . . . . . . . . . . . . . * ., .* .* .* .* .* ., * * . * * * * , * , . , . . . . . , . 1. , , . . . . .. .. *. .. .. " .. .. - .00' _* . . . . . . . . . . I *1 - - - *.* *.* *.* - . . . . . . . . . ..... * * * . * * * * * * * . . . �- _- * * , ..... . - - . . . . . ;1;1�r, * - * * - - - - - - - - - - . 0, . . . . . . . ... . . ;; . . . . . ��. . . I .*. . . . . _ . . . . . . . . . . . .: . . . .? . . . * -1 I . * %,.. . . ......... . . . . . .... *. *.*. .44144 - - .�, - - .. - . ...1. ... ... . . . . . . . * OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. - . . \. . . - . . . -�--` - - T .*..,.*.. . .. .:..*.:..:..,.:..\ .:..,.:,.: -�_, - .* .*.*.*.*.* .. � * - - * - - , .1' ** * **' **' . . .. .I....*. - .. . . . . . . . . . . 2. CONSTRUCTION TRAILERS, TRAFFIC, AND STORAGE AREAS MUST REMAIN WITHIN WORK AREA AND - .,.-.. *., *'.'. . ....::::. - - - . - . .. .. . . . . " ** _. - _- _. - _-�. - _. - -.*. - . .. -:-:f:-:. . . .:.:-:..:-:%'---.-.-.-. 11 __ _- . . .,j . .: - . . . . . - . . . . - .. . . 10* . *..*..*..*..*..*. *. * . * .* . . . . . .. .. .. * ... * . . to'. , , . . .\..... . . . . . ;0 . . . . . . . . . . . . . . . . . - - 0--. - .. .. . . . . .. . . .. ... .. .. . . . . .. .. .. .. .. .. . . . .. ..* * 11__". - - - . . 0 * . . . ... . . . .;;t . . . . . . _..., -0. ( . . . . . . . . . . . . . . . * * * * .........t' _� I I * * . . .. .*. ;,;o. .-. . - . - - . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . - . - . - . - . . . . . .. . .. .. . . . . . . . .. .. .. . . . . # . . . . . . . . . . . . . . . . ... .. '* * * . * . * . * ... * ... * ... , . * . * . * . * . * . . . , . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ............ �.. ..4!m!_*..-* 1 - .. .. .. .. .. I.......... .-*.- . % *. *#. . .. ... .... .... ... ... ... ... ... *.** * * . . . . . ##. . . .. .. . .. ... TREE PROTECTION ZONES. * * * * . .. .. .. .. . I .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. �, - * * - - - - . - .. .. .. .. . .. .. a . . . . . . . . . . . . .. .. - '. '. - - . - . - . - . - .. . .. - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` -1 --: . ..;P�� . . .. . I. . . . . . . . . . . . ... e. . .. 4 . . . . . . -.'.* * * * , ....-:-: -.:-: -.. . .-... . .-.-.:-.-. , * * * * * * * * * * * * * . . . * , * . .:P;;# . . . . . * . - . ##. . . . . . . . . . . � - .,# . . . . ... . . . . . . . . ... . . . . . . . . _._�.,. - . . .;;# . . . . - .;� - _* * ** , * ., ., *. * *. * *- * *. * * ** . . .. .. .. .. . . .. .. . .. .. .. .. .. .. .. .. .. .. .. -.' ** , -.' �.' -.'.. . . . . ., . _. . . - . . . . . . . . . . . .. .. .. .. .. .. .. . * .. .. .. .. .. .. .. .. .. . . .. .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....% .. .. . . . . - . . .. . .. .. .. . * * * * . . . . . . . . . . . . .. .. .. . .. .. .. .. . . . . ...,., * * * . ..;,�.�. .. .. * . * * * * * * * * - __ __ __ __ . .. .. .. .. .. .. . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 4.4%. * * . . . . . . . . . . . . . . . . . . . . . . . , - -, - -, - , -- - -, - -* - -* .. .. .............. � . . . . . . . . . . . . . . . X.-..-.-..-.-.--.-. . . . ... . ..... - - - .. - - :::::::::__1**,** ........ * * * * * *::::::,!,!`!. .,;.,� . . . . ;4.- _.- .-..--\.- . . . . . . . .... ..........................% * .. * *...*...*............................. . . * . * . * , . , , . , * . , * . * , . , . , . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. . . . ...:........... ,..r ................ 1A,::::::::: .............. . . ......... ........0'. .44 ft . .. .. .. . . . . . . * *0 . . . . . - * * . . . . . .. . . * *1` * * . . . . . . . . - . - I. PARKED WITHIN THE TREE PROTECTION ZONE FENCING. ...... .. . * . . * * .. . .. ;.�-.--.*.-.*.-.*.-.;.;...Z;.*.- .�:,��;:.;.�,.-%,.---;6- - - - *-%-*-%-'-%1�-%-'-% , * * * . . . . . * * * . * * * * ............. :::: ... . . . , . * . . . . . . . . . . .. . 4.-_;�-:;;�.��. . . . . .. N., . . . ....... ..t . 4. NO MATERIALS, EQUIPMENT, SPOILS, WASTE, OR WASHOUT WATER MAY BE DEPOSITED, STORED OR I .... .. 0,00f * * , -- - - - - - . . . . . ;.. .. ' . . ........... .? .. .. - - -. .... .. ..":::: .:::::: ...... :::::::::::: * *. ..,. . . . . . . I ..*.-.,.*.*- - - .-.- `___ _`__ - 1:. .:.:. , .*' -*?*?-* . . . *' *' * - .14;1 .............. : : ::::::::::..1 :::::1�.*.- .*.- -%..... . . . ! ... . . . . . . . . . . . .. .. .. . . . . . .. ... ... ... ... ... ... .. . * . . . ,.,.,.* ..... :: ... ......... ....7. .q.;!A.. ... ... ... .. . . . . . ... ... ... ... .... .. . . . . . . . . . . . ..... ..... .........., - - 00. , 5. ADDITIONAL TREE PRUNING MAY BE REQUIRED FOR CLEARANCE DURING CONSTRUCTION. ALL TREE .. . . . �. .. - .. .. .. .. .. . .. .... * , '.. , , .. ::::::::::: ... .. * . * - ::.. ... * . . .-*.'- _0 !.-...--. . .. .. .. .. .. . . . - * - , . _. * ::::::: ................ ............. ,%. .. * * * * .... - *!*-.. ... .. .. .. .. .. . . . * .. ... ... ... ... ... .. .. .. .. .. .. . . . . . * * .. 0 , . . .. .. ... . . . . . . . . ... .-,-: ::::-,.,::::::::::: ...... :::::::. . *. *. *..*. ..... . .. .. .. .. ..* * ` - . . . . .. .. .. . -:: .. .. . . . . . . .., -**. ***- *. 00 - * I . . . .. .. .:_-_. .. .. .. .. .. .. .. .. ..�� - - - -:;,�0'..'.. . 1;1;-*.-* * * , * , * , ** - - - - - - * .? . -� L% - - . .1 ** ** '* ** * ::::::::::::::,*"�_::::::::::::::::::* . .* .*.* . . . . . . . . .....................................*.* * :-*::-�,k-,�--.--*-:-:-*-' ::::::::::::::::::::::::I::::::::::::: :::::::::::::::::%%-*........... ....\- _%. _%. - - ... - . _.. _.. _.. - - O.... .. .. .. .. .. . . .:.,\.::.:. .::.:. .......... ... .......... ... ... ... ... ... .. .. ... ....... - - -- -- - . - - r, -:::: -.: ....... . . "... .. . ..;;. .* . .* .. .. . . . . \ . . . . . . . . . . . . '. - % ... % .. .: ..:.::.:..:.::.I..: - - - . . . .. X . ................................. :::::::::::.\ :::::: .. .. .. ...... - . ... . ., . ....... .. . . . .. .. ........... . . .. .. .. .. .. . . . . . . * . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6; .... I'A.000r. ... ... ... ... . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . .. .. .. .. .. .. . .: . . . . ......... . ::::::::::::::::::::: ***,* '_ * . . . . . . ! . . . .,: . .. .. . . . . . . . . . .. .. .. . . . . .. .. . ".%." I ... . *..*. , %., % , %., %., % * % * - .-:. .. . . . ... .- ..-/:::::::::::::::::::::::::::::: ........... - . . .�. . . ....... ..! ... .. . . . * - - .?; .. ��-* * , PRUNING MUST BE COORDINATED WITH OWNER'S REP. . . . . . . . . . % % ::::::::::::::::::::::::---::::::::::::::::::: . . . . . ....... . . . ... .. .. . . .. . . . . . .... : -:-:,-: 3;0 : . . . . . . . . . . . . . ../.. . . ............................. . .. . . _;.11 * % :::::::::::: .'_ :::::: .... � _* * * .:.:. . .. .. . ., .... - : .. .. .. .. . . . .. . .. - ..... , , , . . . . . . . I... . . .. .. .. .. .. . . * * * * . . . . . . . A . . . . * . .\,. - % % - *. % - *. * .. .. .. . . . _0 ...... . .. .. .. .. .. ...... �.e - -, - - . - - - - .. .. .. .. ... 00 . .. .. . .. .. .. .. . .. .. .. .. .. .. .. . ................* ./.:::::::::::::::::::: :::::::::::::::::::::: :::::::::::::::::::::: . . . .4 . . .( . . . . . . . . . . . . . 6. NO HERBICIDES OR PESTICIDES SHALL BE USED IN THIS CONSTRUCTION PROJECT EXCEPT IF . . .-I'-,.- _.- .- _.- - ............... ::::::::::::::::::: :: .............. ': - - - - - * * . . . . . . . . . . . . . . . . . .. .. .. . .. ..... .. .. .. . . . . � . . I ::: �\ ................. ::::::: . . . . . . . . . . . . . . . . .. ;p . . . . . .... .... .... .... .... .... . . . . . . . . . . . .�-.-:�* -'.*.-.I%,'-... , * * * * * *:::::::::::: .................................... :::::::: ..... :::::: ..... \-.*- % -.*- % -. -.... - , - * - * - ** * . * * ... .. . * . * * * * * *. - -.-..-..- . . . . . . . . . .;,.. .. .. .. .. . .. , * * ***** . 17*_1 . . . .. .. . ... .. .. .. .. .. .. .. .. ...... .. . . .... . .. .., I . :::::::::::11 - - .111..* -.* -.* . . . . . . ...... . - . . . . .00-- . APPROVED IN WRITING BY THE OWNER'S PROJECT MANAGER. .--.--.- * . . __ - - -./ ..... :::::::::::::* ...... ******* ........ ******** ........ *** -- .: ....... :::::::::\ -*-... - - - - ...............-.- .. . .. . .. .. .. . .. . , - ... . .. , . - k .: ..... ::::::::.,, . . .....'...... . . . . . . . ... . . - *. * * .., ...., ...., . ...* ....* ....* ....* ....* ..... ............. ....... . . . . . . I I . . . - *4... , , , '. *. *. *. *. *. *-.*- _-*_.*_-;1;0.00_,_-*_.*_ _- - . . .. . . . . . . . . - . . . . . . . - . . . . . . . . . . . .. ... ... .. ... .. 41-41. .. . . . :::I::::::::::::::::::::::: ........ .:::::::::::::::::::::::::::::::. - -. - - -. - .. - _-_,�:.-. .-.-.-.-...-...-...-.............................--..- . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .... ..... .. . . . . . . . . . . . . . . . . . . . . -_ , . .. .. . ...A.% . . . . . . . . 0 . . . . . . . 7. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHALL BE EVALUATED AS * ** * * , * ... . ... . ...". ,X. -I .. . .................................. : ... - . \ /. .. .. ..-;-.--.-. . . . . . . . . . - . 4- . . . . , '. . . . . y.- % . - ---.-:.-:.--:t:�-�:**-*:�*:**-*:;-�-;I:-�******************::::::::::::\ . . .... .................... , - , '. '. i . 4;. . ,:::::::: ........... :::::::::::::::::: .. ... : .. .... - -*.- -%� % .. .. ... ... ... ... ... ... ... ... . . . . . . . . . . . . . %* . . . . - - - . . . . . .Z. ... : ... :=:�-_::::::::::::: ... ::: .......... . . . . . . . . . . . . . . . . . . . . * * * . . .00 . . . . . . . . * , .i:::::::::::::::::::.::::::::::... . ....'....... .... ... . . . .. ... . . - -- - .. ..z. - -, - - . .::::::::::::::::::: .................. ::.:::::::::::::::: ... t ......... ::::: N ::::::::::::::::::: * * * * * * . . . . . . . . . . . .. ....................... .. .. . . . ... * .. ,-."-. * .. * .. * .. * .. *... * .. .. .. ................. '' - , . . *0 . . . . . . .. - - - .. . ***�. * * . . . \ . . . . . . . . . . . A;;# . . . . . . . . .. . . , - . . . . . . . . . . . . . . L, - "%%- .. * .. * .. * .. . . . . . . . . . /. /.. ... * . - . . * . I.[:..: _. _. _: _. _:11 _. ............ :::::::::::::::: . :: x '. * . . * . . * . . * .. ... . ... . ... . ... . ... . ... . ... . ... . ... . ... ... ... ... ... . . . . . . - .. ... ... ... ... ... * .. . .. .. ...... .. :. .. .. .. ........ . 1�.__--11 * - . U .: ::::::::::::::::::::::::******************:::::::::::::::::::f:::::::::: .......... :::::::::::::::::::::::::::::::* * ........... * .. * * * - , , SOON AS POSSIBLE BY THE CITY OF RENTON URBAN FORESTER TO DETERMINE APPROPRIATE ..... ........ .... ......... , . . . . ............ .:::::::::::::::::::. :::::::::::::::: �.::::::::::::::::::: * - * * * * . , . '. * . *. * . *. * . *. * . *. * . % * . *. * . % * . % * . % * . % * . % * . % * . . -, * ........................... . *...* ..`.. . . . . . . ... I * * * . ..*. . . . ..M-.---::::::::::::::::::::::::::::::::::::: ................................. :::::::::::::: , \�- 1. % I *. * *. * *.* *.* *.* *.* *.* *.* *.* *.* *.* *.* .*. . _ .. .. . . . . . * . . . . * . . ... I., - . _.- . . . .. . .. . I ........ N*** * **** **** *'**..\.. . . . . . .. . , ..., ... , ... , . - -7�-� .** **-** - ,*.** I -1 . . . . . . . . . . . . . . . . .. .. ..... . - - - - 4- . . . '.. ?.-v: ..................................... ............... ::::I:--** ..... :::: ... :::::::::::, * * * * * * .............. :.\.-.*..*.-.*..*.-.*..*.-.'..'. - - .-............................... .. .. .. - . . . -- - ----- -- -- - - -- - .. ACTION, IF ANY. .... . - . I . I . . - .. - ..\. .... ... - -.-/..-'' ** . . ::...:: , ."-%"-%"-%',I%' -* . . . . . . . ., -.., -.,., -'.0 -'. ... -- -- - -/-. .. - - - - - le-, . . _.. .,. . . .. . . -�::::::::::::::::::::::::::::::::::::::: V::::::::::::: ..... :::::::::::::::::::�::::::::::::::::::::::::::::: .... . - - -..--.\--.-.--.-.--.-............................. . . .... ... ... -..-.-..-.-..-.-..-.-.--.-.-.-. -. . .. - ..... .. .. . . . . . - . . . . . * * . . 9.66. . . . .... . . .. .. .. .. . .. ..'. -. -1. - -... . 4 - . ... ... ... . . ... . . . . . . . . . . . .. * . .. . I j.. .. :::::: \'. . . . ....... .. .. . .. .. .. . . . .. . . .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . - . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - ........ ..,& . . .. .. * - * * - * p - :::::::::::::::::::::::::::::::::::: . :: \:::::::::::::::::::::::::::::::::::: X..... ...... .... . . . . .. .. .. .. .. .. .. .. ............ . . . .. .. .. .. .. .. .. .. .. .".--.* .. * " . .. . f. ��l .�. -1;_ . . . . . " .. .. .. .. .. .. .. .. .. . . . . . . .. .. .. .. .. .. .. .. .. . .. .. . . .. .. . . .. .. . . . . . . ..... . ..... . . . . . . . . . . . . . . . . . . . . . . . . OTS MUST BE MONITORED. WHEN ROOTS ARE ENCOUNTERED 1 IN DIAMETER , f. .. . . . . . - .... :::::::::::::::::::::::::::::::::I:::::::::::::::::::: j:::::::::::::::::::::: � '11z -.* - . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. . . - . . *�**' ** ** . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .1 ..,.. . . .. .. .. . . . . . . . - 8. ANY GRADING, TRENCHING, CONSTRUCTION, DEMOLITION, OR OTHER WORK THAT IS EXPECTED TO * * , \ . ::I::::::::::::::::::::I::::::::::::::::::: .............................. ...... . . . . . . . . , - , - * .. . . .. . .... .1::::::::::::::::::::::::::::::::::::: ........ ******** ........ ******** ........ *** **** ........ ******** ........ : . . . . �: . . . - .. .'*-'*-' *-/* : :t::::::::::::::::::::.:::::::::::::::::: . . . . . . -__ ..--- ..- . . . � . . . . . . . . /. . ., . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. .... . . . .. .. .. .. .. .. . .. .. . . . . ::::::::::::::::::: ::::::::::::::: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . * * * . . ........... .......... ......... .. .. .. L_�.. . . . . , . . *......), **":::::::::::::::::::::::::::::::::: .................... ::::::::::::::::::::::::::::::::::::\....*.....*.....*.....*.-......�'.......... .. ............................................ .. .. .. .. .. .... . . . . . '. .. .. . . . . . .. .. .. .. .. .. . , . .. .. .. .. .. .. .. .. .. . . . -:-:-�.,. . . ,:: ........ :::::::::::::::::: * * * * * * * * * * * * * * * * * *::::::::::: i: ............... :::*** . * * * * * * * * * * * * *:::::::::::::::::: * * * * * .. .: . . . . . . . . . . . . ... . .. .. .. .. .. .. .. .. .. . OR GREATER, THEY SHALL BE CLEANLY CUT WITH A SHARP PRUNING TOOL. . . . . ,-. - �_ I :..::::::::::::::: * * * * * * . . . . . . * . . . . . . . . . . . . . . . . .................. - - /. - . . . . . . ....I. .. .. I I. ... I..."W *::::::::::::::::::::: ............ ::: ....... .... :::::::::::::::::: .... ............. Z:�......................................................... . . . . _V* ...,.* ...,.* ...*.* ... *.* ... *.* ... *.* ... *., ... *., ... *., .. :-::�.-::::.::.::::.::.::::.::-::.I . - . � I I ........... * * ::::�: ..: * * * * * * * * . . . . . . .. .. . .. . ................. .. ". .. .L.;71-'.*' - . . � . . . . . . . . . . . . . . . . . . . . . . . . A. . I -.1 _'." , . - t:. :::::::-**--*I--- : . . . ... . . . . �1. . - ::::::::::::::: - - .. - - .. - - .. - - _. . . . � ... . . . . . . . . . .. . .. .. .. .. .. .. .. .. .. . .. .. ..Y-. I . . . I- - . � ... --N :::..:::::::::: V* : : : . . . . ., . . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. . 9. ANY ROOTS DAMAGED DURING EXCAVATION, GRADING OR CONSTRUCTION SHALL BE EXPOSED BACK . . .. . . . . .. - - . - . - .. . :::::::::::::::::::-1 ..**::: :::::::::::::: ..... : I: .................. :::: :::::::::::::::::: .............. : \.................................. .. . . .. .� .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. ............. ........:1 -.1 -.1 -.1 -.1 -.1. -, �7_ � F�_. * . . ........ .............. : * ........ ******** ....... *********** . .............. . . . . ............................ .......... .. .. .. .. .. .. . .. .. .. .. . . . - . . . . . . . . . . .............. . . . . . . . . . . . . . . . . . . .. .. . . . . . . .. *::::::::::::::::::::::..:::::::::::::::::::::: .. . .. .. .._�11-�,%-%'..%'.. .. . .. .. .. .. ... . . . . . . I. ... ... .. .. AND DIGGING, AND CUT CLEANLY WITH A SHARP PRUNING TOOL. . . . . .. . * . . . /.. . * . * . * * * % .::I: .................. :::: ::::::::::::::::::::::::::::::::::.. : . . . . . . . .. .. . . . . .. * . .. . . . . . I/ - _%_ -I.- - __ - __ __ - ...... ........... . - ,�-::::: ........... .. - . . . . . . ., . . . . . .. .. .. .. . . . . . . . . . . ., . . .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . '. . . . .. .. * * * ................... : ........ ********"",",************:::N..*.......*.......*.......*.......*- *.. %. %. � . . . . . . .. .__ . . .. . .. .. ., * , , *_.I- - - - t .*.*.- .*.- * ------::::::0:::: .... :::::::::::::::::::::::::::::::::::: .... ... .. .. ........ ,_................. .. .. .. .. .. .. .. .. .. .. .. .. . .. . . . . .. .. . . - . -'-/.- - -1 :0-::::::: ...... * * :::::::::::::::::::::..:::::: ...... I . . . . . . . . . . . . . . .. .. .. .. . .. .. .. .. .. .. .. .. . . . . . . . . . . .�._%[__% . .. -` -` :z :: � ..: . . . . . .... . . . . . . . . . . . . . . . . . ......... . . . _i: .... . . . . . . - _. .. .. .. .. . . . .. .. . . . .. ....... > * * * * * * * * * * * * * :::::::::::::::::: ........... : .: .:: - . .. ...... .. ..... ... .. .�,_ . . . , . * . * . * . * . , . , . , . , . * . * . * . * * * * * .. .. .. . - 171-.'. .. .......... :: .... ::::::: _*:;=;4:::: ::::::::::::::::::::: I * * * * * * * * * * ... * :::::t: * * * * * * * * . . . . . . . . . . . . . . . . . . : : ....... ." . . . . . . . . . . . . . . . . . . . ..'. . * I ....... ******** ... . . . - . */-.* - . . . . - . - . , I * -, , � - -`��- -- � I : .... : . . . . /. . . . . .*-.*-* .*-.*I I . r.:::::: : : . . . - ...... C.1 �). - - - --** . ..... ******** ..... i : . . .. . . .. NA . . . . .. .. .. . .. __ _. 1* . . . I - , :::::.,., .. . . . . . .. . . . . . . -*-* --*-I-- . _�- - - ** - ** ** ** ** ** * 10.MAINTAIN FIRE -SAFE AREAS AROUND TREE PROTECTION ZONES. NO HEAT SOURCES, FLAMES, .. . .. . .. .. .. .. .. .. . . . . . :9:::::::: :::::::::::::z::: ..... . :::::::::::::::::::::::::::::::::::: . . .. .. .. .. .. .. . .. .. .__�:_.,._. _............... ..................... .. . . . . . . . . . . . . . . r .. . . . . . . . . . . . . .. .. .. .. i - ..E �-:-.- I ::::::: - -.::::::::::::::::::::::::::::::::::: .............. :::: *A'-**.***% . . . . . . . . . . . . . . . . ... .. .. .. .. .. .... .. .* , t�- -. ...I. .. .. .. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. . . . - . . . . .. .. . .. .. ... IP ........ ......... :::::::::::::::::: * * * * * * * * * * . . . . .. .. .. .. .. .. .. .. .. .. .. . . . . . . . 1. . . . . . ::::: 1. . .. .. .. .. .. .. .. .. .. .. .. .. . :� . . . . . . . . . . .. , . . . ,.I-*. * * -�*- - 1�. . :::::::: .\. . . . . �� . . . . , . , . :..- - . IGNITION SOURCES OR HEATED LIQUIDS SHALL BE ALLOWED IN TREE PROTECTION ZONES. . - � -.-- __: . .. = - �* -.* -.-:-. . . .. . .. . % % ... .. .. .. .. -j::::::::::::::::: . .. ` --i -/--. -.. .-__�- ... .. .. 0* 1. I . 1*. , ----,k . . ::::::: .... ::::::::::::* . . . . . . .* -.* -.' -, -.' - . . - .. :::::�:::::::::::::..:::::::i:::::::::: .................. :::::::::: . . . . . . . . . . . . ........ _-'.:-._;---t. .. . .. .. .. .. . . . . . . . . - . . . . . . . .. . . . . % % % % % *. *. *. *. *. *. * . . . . . . . . . Ir . . . . . . . . . . . . . . ................ - ..- ..- ..- .. ........... . */..-'.].-'...I'... ..... . .. . . . . . 111'9� ....... *. %. %. %. %. %. %. %. %. %. *.. *.. '.. .. . . .. .. .. .. .. .. . .. .. .. .. .. . 11.THE INTENDED PLACEMENT OF THE TREE PROTECTION FENCING IS TO BE OUTSIDE THE DRIPLINE .. . . . . . . .11-7.1 . I . . . . . . . - * * * *::::::::::::: :::::::: l::::::::::::::::::::::.:::::::::::::W:::::::.::::::::::::::::::::::::::::::::::::: :::::. .. . . . . . . . . . . . . . . . . . . . .. . . . . . .. .................... .. .. .. .. .. .. .. .. .. . - - �_: - , - -1 ,.P---,- �1-::::::::::::::::::: \.. ::::::: :::::::::::::::::::::�:::::::::::::p::::::T.::::::::::::::::::::::::::::::::::::::: : : : : T.:..... . .. . . . . . . . . . . . . . . . . . ... * . . * . . * . . . . . . . . . . . % - 7-7- - .7- -.- - . : . . ..' . - . ..' . ..' . ..' . . . �- .1 ... . . . ...... . . . . . . . .. .... . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . .. . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . .,. - . .,. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. , . . . . .1. t . . . . . \ ........... . . . . . . . . . . . . . . . ..... . . . . ..... . . . . . . . .. . - - .. .. .. .. . .. .. .. .. . . . . .. .. .. . . - :::::::::::::::::::,:,:,:,:, * * * * * * * ...... ::::::::::::::::.:::::::::::::r�.::::::..::::::::::::::::::::::::::::::: ...... :::::::. . * . * .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . .. .. .. .. .. .. .. .. .. .. .. .. .. OF THE TREE. IN SOME INSTANCES THAT IS NOT POSSIBLE WITH THE REQUIRED CONSTRUCTION. . -..-.... . ... ........ ............ , , -I- . . ......... * * * * *::::::::::: ... :::: . .. - ::::::::: I.. .... .... . ... . ... . ... . ... . ... . ... . ... . ............................ ..... . . . . I . . ........ . .... .... .......... .. .... . ... . ... . ... . ... . . .. . . . . - . * � -, - - - - .. . :::g::::::::::::::::::::::i::::::::::::::.n:::::y::::::::::::::::::::::::::::::::::::: ** ** ** ** ** ** ** ** ** ** ** ** ** ** .. .. .. ... . .. . .. .. .. .. .. .. .. .. .. .. . . .0 ., ., I - - -.1 .- -.- 4 - - � � ................ ::: . . . .... . . . - : - . . . . . , .; /. ,.. . t_.'_7_j__ . 1. - ". .* ..* ..* .. . j .0::::: ............. ::::::::::::::::::..* .*.* .*.* ... . . . . . . . . . . . . . . .. .. . . . . . , , . j ., .., .., .. . . . . . . . �__- , . � .. 2 1. :::::::::::: :::::::::::::Fn:::::..::::::::::::::::::::::::::: . . .................................................................... , . . . . . . . .. .. .. . IN THESE INSTANCES THE FENCE IS TO BE PLACED AS FAR AWAY FROM THE TREE TRUNK AS * . . . . . . . . . . . . . . . . . .. .. . A'. -.'. % . . ... . . . .. _. - . ....., .- - t* ..... ::::::::::::::::::::::::::, * I - %. . . ... * . ::::: ..... ..... :::::::::::::::::I: ............. F- " *.�::::::::::::::::::: . . . . . . . . . .. .. .. .. . . . . . . .0 . . . . I y - 4 ........................... ...................... . ::::::::::::0::: . ............................................ :: .* . . . .................. . . . . . . . . . * . * . * . * . * . . , . . * * ..* , ..%, ..%, ..%, .. ................................ - - , j .* - .* - -, , :::::::::::::::::: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *:::::::::::::::::::::::::::::::::::::::::::::::::::::: * * ....... ***** * * * . * - - - - - ** * * * * , , * * * * *.* , . . . . . . . . . . . . ,-. .... - . -Q- -- - - - - -_j.:.:::.�rffw1*U -.-...- . - . - .11 . . . . . .. . . . . . . . . . . * ... i::::::::::::::::: .......... . . Y., - - - - - . . . . * * .-. . ::::A_:::::::::: * * * * * * * * * * - POSSIBLE WHILE STILL ALLOWING ROOM FOR THE REQUIRED CONSTRUCTION. . r- I * - - - _ * * * * * * * * * * * * * * * * * * * * * * * * * * * , , - .�.4 . . . . . - . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . .. . .. .. .. . .. .. . ...... . .i **-*-[* -::iii:::::::::::::::: ................. ::::::::: :::::::::::: I.....*......*......*......*.... * * * * * . . . . * * , , . , . '. '. .\ . . . . . . . . .. . . . f. * 11 19toll I 11- . . . . ................... :::::::::::::::::::::::::::: ............ .. . . . . . . . . . . . . . . . .. .. .. .. . .. .. .. . .. .. . . . . . . . . . . �p.�lt--i::::::::::::::::::::iii..*.* ii. . . . . . . . . . . . . . . . ... i * .. . ......... .......:::: - - * t I , 1-1 . . . - ... ...... . ... .... ::::::::::::,I .. .. .. .............................................................................................. .......................... .... ::::::::*::::: .... . . . . . . . . . . .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * ............x........... .... . . 'TH . ....... : ................................................ :.. . * . * . * - - - - - ., ., ., , , .I........ .. .. .. .. ......... ... ... ... - . - *1 . . .V. ....2- .11-'. .'' ..3:::::::::::::::::: .................. :i\: ............... . ... ... .. .. .. .. . � *7 *_ - 111011 .%-.'-.%-.'-:. -:::::::::::::::::::::::::::::::::::::::::::::::,::f.*. ..*.. . . . . . ./.-*-.*..--* *11, ... *: ******** ........ ********"",",***************"* * . . . . I ***** * . . . . . . . . . . . . . .I- * * * * .. 4 . -1!:::::::::::::::::::::: ........ I :ifii* ..... *_iiiii: . . . . . .*. .-. . . : .* 2%'-'-.%,-`.%'--.`.* , * ` ` '' :::::::::::: /' . . . - - ............ ........ . . . . . - . . . . . . . . . . . . . . . . - . . , .� . .7 . . . * * * * * * * *::::::::::::::::::, * * * * .:::::::::::::::::::::::::::::::::::::::::::*******, * * * * * * * * * * * * ., ., ., . * . *.,. * . * . . . . ... . . . . . . . . . . . . . IMPORTANT SITE WORK NOTES: . . .. I''. .,. . . .. ... :::::::::::::�/: :******I*.* .*.* .*.* .*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.* *.*,.. .. .. .. .. ., .*.' .*.***. .. .. .. . .. .. .. .. .. .. .. .. .. .. ..... .......... ..... ........ .. -. ..-..*.-..*..- * .-..-.> 1._i".__'.f_,�_. ,at . . *...*... . ::::::: .................. :::::j::::::::N:::::::::::: **** :::::::: ******I-*.-*.*..-*.*.-*.*.-*.*.-*.*.-.-..-.-.....-.....-.....-.....-.....-...-...-...-...-...-...-..-..- ....]............. ............................................. . . ......... :::::::::::::::::::: - .. . . . . . . . . . . . . . . . .. . . * . . _ *!A .. .. �0 * * . .................... ` * f-.7 - - .... ::4:1�::: 0 0!!:::: *:::::::::::::::::::::::::::::::.& . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . 0.*. . -T. . . . . . . . . . . . . �. �. - _. _. � ?!=�,: - .................................... . . . .4: �:�: Z:�: ............. . . - - - . . . . _... .. . . . . . . .1. ,�--_-.-��i . . . . . . . . . . . . .. / . . . . . 9 PRIOR TO BIDDING, CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * * * * * * * . . . . . . . . . . . . * . . . . . * I * * I I I I I * * * * I * . . . . . . . . . . . . . . . . . . . - - - - . .. .. .. .. .. .. _-.__�. . - - .. .. .. .. .. .. . . . . --_L�. * 1__�_ -___L_.- . . . . . . . . . . . . . .06 *. .*. .*. . . . ......... �::::::::: ... :::::: ............ ... . .. _. it . .1 �31 * . . . . - .- - :::::::::::::::::::::::::::::::::::: .................. - � , . . . . . � .. ::::::::::::::::::: .......................... ::::::::: ................. ::::::: ........... . .. . . . . .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . .. .. . .. .. .. .. .. .. .. .. -. - -4 '' - I` "� - �_- _.' . -.1i :::::::::/ ........ . . . . . . .. .. . _-__-j . . . . . . . . . . . . . . - - . ::::::::::::: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. .. .. .. .. .. , , . . 1(:::::::::::::::: . .............................................. ..... . . . . . . . . . . . .. .. .. ........ .. .. .. . . . . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . .. .. ., . I --:::::: ........ *** ....... . .. .. .. .. .. .. .. .. . . . . . . . . . . . . . DEMOLITION WORK NECESSARY TO ACCOMMODATE NEW CONSTRUCTION .. , .* . . _ I- - ::::::: ::::::::::::::V�. _�/ ::::::::::: I.:. -.'..*. -...*. -...*. ...: - - - - - - - - - - - - - - -. -. -. .. .. :,X. . . . " . . . . . . . . . . . . . . . . . . . . . . . ............ . . .. Q% .. . . . -.- -.I.,.-' f -, ,_.1.,f.'1.,... ...,-.J.. 11 I - - . : :::::::::::::,F-:- ** :::::::::::::::::::::::::::::::::::::::::::: ... :::::, * * * I *1 *1 - - - - , *. , *. , *. , *., *., . ...... ... .. .. .. .. .. .. .. .. .. .. .. . .. . . . . . . .. .. j _'. -,.,.,I. I .. i� ._'ii* 6 . .... .. ............................................. ::�.I....*..*....*..*....*..*....*..*..*.*.. . . .. .. .. .. .. .. .. .. .. .. .. ...*.-.*... . .. .. . . . . . . . .. .. .. .. .. .. . - . ....... ��--�-` ..... . . . . . . . . . . . . ��. . . .. .. .. .. .. .. . .. .. .. . , - ............. **::::::: . . . . . . ...................... .............................................. .. . . . . . . . . . . . . . . . . . .. .. .. .. * , * * * * * - -I- , "--f" *************** * * * :::::::::: . : * ........ ******** ........ *1111* . . . . . . . . . . . . . . . * * ... . . *.... .*. .. .. . .f. - IM --. ...... .. ... .. .. .. .. .. .. .. .. .. . . . . . .. - .. . .. .. .. .. .. .. .. .. .. .. .. ....... .. .. . .. .. .. .. .. 1.'. . . . .�.�, ::::::::::::::::::::::::: ::::::: .......... ::::, . . . . . . . .. .. .. .. _'r-.,.�.-.*-.*-.*-. .. - * . . . ..� ..... I . . . . . . . . . . . . . UNDER THIS CONTRACT AS SHOWN AND SPECIFIED ON THESE PLANS. . * �- -I*.,-.,. -. .'. -.,-.'[ ., "* . . . . . . . . . . . . . . . . . . . Ve. 1. . .. .. .. .. .. .. .. .,-.%*%,-.*- . T-* " 1. I— ............... ......... / ...... ::::,?,::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: . . . . ... .,. . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . / I. . . . * * *:: .................................. . . . . . . . . . . . . . . . . . . .... . . . . -�..>-% * . , . * . * . * . * . * . * . * . . . . . . . . .. .. .. .. . - - - - .__:,1,:�:. - .. . ..I. .. .... . .... ..... ..... :::::::::::::::::::::::::::::::::::::::::::::::/ .'-. _* .*-. _* .*-. _* .*-. _* .*. *.*. *.*. *.*. *.*. *.*. *.*. ,.*. ,.*. *.*. *.*. *.*. *.*. * . *. , . * . . 6�.. . . . . . .... .... - . . . 0 .* .* . : *** .... ............ . . . . .. . . . . . . . . . . . . .. -- - - .,.,. . . . .. .. .. .. .. .. .. _14- --- - ..: :: ------- _. . . . . . .. .. .. . .. . . . . .. .. .. .. .. . ... . . . . . . - . . -4 . - ' ' __�' . ***** ***********:*** .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..-..---.---- -. -. -.-..- .* %, ., -f_ �. - --i. . _d.- .*...* .., .., .. . - .. - t/-. '-.f-., --k - . . . . . . . . . . . . . V .. . .. . . .. . .. . .. . ..... . .. . -.* .. .. . .%-.%-.1.-..i..,.4.% =i ::!!!!: : *_ .... . .. W_.. . .. .. . ... .. .. .. . . . . . . . . , . . . 9 REMOVE ALL EXISTING ITEMS NECESSARY FOR NEW CONSTRUCTION. SOME, ... . . . . . . . . . . . , ::. : - --- - ..... ::::::::::::::::::::::::::::: .............. ..... ..... x_ . . . . . .. .. . . .. - . ..'...'...,...*...*...*...*...*...*� . - - . _., . .�. . .:---.- . . . . . . .. .. . X. . * i -1 . . :::::::1:.:..T: . . * . . .. .. . . . . . _L__.: _. . .. .. . . . . �, � .. ............ .. .. - - - . . . e-. ._� . . . . ::: */ -...*..-...*..-. .. . . . . . . .. . .. .. .. .. . . . . .. .. .. .. ....... .. . . r �................... . .. . . ;.I . -14' 1 -.,I .` z -::�-,- -- -- -- -- - - -:-4---_.-1 - . : ... ijiiiii�� .................. ::::::::::::::::::::::::::: . .. ..*.. .. . . . . . - . . . . .. .. .. . . . . .. .. .. .. .. .. .. .. . . ..%.� .%�. . . . . . . . . ........ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .1 .1. .x .. .. .. .. .. . .. .. .. .. .. . . .. ..-. -.L.-,+.- _. - . _,... . I .... ....................................... :::::: . . . . . . . . . mx=� . . ::: . . . . . . . . .. . .. . . . . . , , . �_ , * �- 15!-�. ...... �i/::::::::::::::::::::::::::::::::::::::::::::::::::: ........... '... . . .. . . . . . . . ZffP -_ - . Ni*4--Pi-H .. ...... . * ,_****`: .. .. . ............. . . . . . . . . . . . . I �� .... I . . . . ... . . . . . . . . . . . . . . NOT NECESSARILY ALL ITEMS ARE LISTED ON THESE DEMOLITION & * . . . . . . . . . . . . . . . . . . . . . . . . -. - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :,-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .... ... ............................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , * , , , , * . , , * * * * * * * , * * * * * * * * * * * * * * , , , * * * , . * * * * * * * * * ** * * * * * * * * * , * , * . . . . . . . . . , r-.* * * . . .. . ..... .......... 0". * .'. * .'. * .'. * - *. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.E.S.C. PLANS FOR FOR BIDDER/CONTRACTOR CONVENIENCE. .. .. .. ......... , � ..... . . . .. ... '�'.:::: � . . ..... :..7 .-. .-. --................... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . .... . ..... .* - . .. - . " k i i i -1* * * * i-1'* i i i i i:::::::::::::::::::::::::::::::::::::::::::::::::: - . . . . . . . . . . . . .. .. .. .. .....;_-T1,.-. .. .. .. .. . - -�f - � �C-,- --.,-,. --.f.-'. -1-- -,. , " * * *:::::::::::::::::::::::::::::::::::: * * I I ..... . . - - - - -- -- -- -- .. .. .. .. .. .. .. - . . 1%, * .1. � . . . . .L . ./ , - - _.. .. - ..- . . . . . - -I - - - i . .,. .,.,L . .,. .'i* .'. . 2_9 * .�. . - I . - f- . zt=1. . . * * . . . - 7� - , * I T.-2::;t - ... - . . . . . . . - . . .� ...... . -- . ._�-- .- - 4 - ..,.I.., .., .. ... .... .........- -.1 : I ... * � ,--;-.::::::::::::: .................................... ::::::::::z.- .-..-..-..-...-...-...............................-..-.- ... ... ... ... -.- -.- -.- -.- -.- -.- -.- -. . . .. . . .... . .. - L ....- . ..... .. .. .. .. . .. .. .. - ......... . : ** :: ::::.I .... :- :*****_1 .... ....*....*....*....,....*....*....*....*... - .....q. ... ... ... ......... * ... * ... * ... * ... * ... * ... * ... * .. * .. * ...�';,-J- -;!''-*.-*- . ............... .. I ..." .......... :::::::::::::::::::::::::::::::::::::::: ;;.* , * *.* - .. .. .. . . . . !�_. .... . .......... . - if . . . . . . . .:.-. -.--:�::----:--- , *. * ,* '' . , I . I . . . . . ........ I ..... .. :1.iiiiii . . . . . * , '. . . . - ::. *:::.. ........ ;,;.w . . . . . . . . . . ..... . . . . . . - . - . . . ................ .i. ... .. 1�. . .:L.. .-:7 . .................. .. . . . . . . . . . . . . . . . .. ... ... . . . . . . . . . . . * . * . * . . * . . * . . * . . * . . * . . * . . * . . .L .� .". �. . .. . . . , :::::::::: .. . f. . 111-5- . .... . . :::::::::::::::::: ..... ********** ... . . . . . 9 CONTRACTOR SHALL PROVIDE THE INSPECTION AND REPORTING BY A . . 0 A, V.;�, _ , ___j . '_ . ;p**:::::C::*' :_i�- . . . . I - , * * * * * * * * * * * ** ** ** * * - - " . . . . . . . . _.�;;-:-?w-.-*-*.-*-*.-* * * * * * * * * * * .-.* -.* -.*.-.*.-. ............................ . . . . . . . . _� _1.:D-"&-_. * -,-� * * * = -X---!;-.L7-- .' - .' ................ ..* . I .:1 . . . . . . . . . . . ... ;-,,:::::::: * * ` * * .... a' 7- - - - - -.* -.*.-.*.-.*.-.*.-.*.-.* -.* -.* - - . - . -..-..- th* *.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.** * * * * :;;,�*16�10:��*-* . �d -4" 1) *�zo 0�4'� i ' * (i -) ( _ 0 . :2 . z: . SANITARY SEW�, R . 5 RIM=422. * , 8"pj / *( IE=414.0 I el *1 _#�".-9 1 , " 0 IT w - 'INN. . 1w � .N \ \ .�L . . . . . . . . . . . . . _;� . . . . ... . . . . . P . . . . . . . . . . . . . . . . . . . . . . *p.;.t�.:t'.. . I - * * I CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESCL) AS . . .�_a rl_�. _r?!\� , " , , - yai�� . -,'- % -.'-L� '�-' *4 -*-' 1" -*' . '�F �; ** * * * * * * * . . . ( .4. 4:�jkk- Nr,iiii**::: . . . . . - .�. -�!, * * i;&:**Iiiiiij��� ... *'�\* * * * * ir *m .*ff- . . . . . . . . . . . . .. .. .. .. .. .. .. .. .. . - �__ %=01 .� - . .. .. .. . .J. J. .. . . . . .. .. .. .. .. .. .. .. ................... . . . . . . . . .. .. .. � - , - I . . . . .. .. .. .. .. .. . . . . . . . .. .. .. . . . . .!! . r�!� ...*..** : I... *.;�: . . . . . . . . , . * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . # -:�7- .. -;* - . . . . . . .. - � * , N�; .. � G-., �--! , -..%-.*.%-*.%-*............ .. . . . . . . .. .. .. .. .. .. . . . .. .. .. . . .; ... ... ;�,.P. . .. .. .- .- .� J; .. . . - I , ,?� " . ''.-.'- -E-1. -'-.----'-.----' - .. .. .. .. I - - I- -t_. i%* .. t*_:," . , - P,15%7- �,�- ..!, . - . - , . * . . . . :�i . . - - -�n 77t, .. .. .... * * - . . . . . . . . . . . . . . . ........... . .. .. .. .. . . . I * * . . . . . . \_ - --I.- -I. - . . .r _t - - .. . . . . . . . . . . . . . . . . . . ... ;"-.::-, �-. ..:- __ I , , . ....... * ... * . . . ... . . . --.-.-\,t.. ,�.Z. . . .... . - --..: '_ ;. :.::� � _. -. .* . . .- - &-i- . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . ... . ... . ... . ... . ... . ... ... ... ... .. . . . . .. .. .. . . . .. * p.*_.1__.1 -.1 -.1 - . .*- . ...- . . . _. . � . - - �7._. .;-. ..!,..--.. - f. - .- - . . . . L_ .T . . . . . . . . . . . . . . . . . . . . . . . . . . REQUIRED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (WSDOE). .1 . . . . . . . . . . . . . . . . . . . . . * * . . . . �. � . . . . . . . . . . .. . . .. . .� . ,":-,; ... . . . . ... .. . . . . . . . . . . . . . . . ......... - . .. . - *.:,2,. .4-7 ... -��':�'. ..: . .. . ... .....'.. .. . - - - .. .. .. .. .. .. .. .. .. ... . ** . . . . . . . . * . * . * . * . * . * . * * * * * .. .. .. ............... . -. - - - - . .... .. . . . . . . . . . . . . .. .. . -_ *URI.:, 7.- - . .��. .. .. .. . . �,., ... .. .1"'i .... . . .. . . . . .. .. .. .. .. . . . . . I ,-.Xq . *K:?:_-:_:?:_-:_:?*_. . . . ,;"T..: a 0 . . . . . . * I- - 7- -- -.-.,.-.,.-.,.-.,.-. - - . - . .. . r .. .. .. . . L . . . . .. .. . , I � '.* , * , .t- .. . . . . . * - . - , I , , - - - - - * * * * * * * * * * * * * ** * . . .. .. .. .. .. .. .. ... , 1'- . � . . - * .. ....... .... . .. . �.�'. . . . , _� . . . . ..................... . . .. . 4 .. . * .. - ... .. .. .. .. .. .. .. * . *.. *.. *.. *.. *.. *... *... *...... ... .. _*� . p . . . . . . . . . . .e - k.. ., .. CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN EARTHWORK TAKEOFF. . . . . . . . . . . . . . . . . . . . . . . . . . -� . . . . ., . . . . .... . . . . . . . . . . . . .1... . . .. ..... .. .. .. .. .. .. .. .. .. .. ..... ... .. . . .. .. .. .. . . . . . .. �'. . :',-'-*-:*`..* * . .. _- *%; - . . .. . *. . . .. .. .. ..................... ...... - . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . .. - - -- - ... - . . . . ................. .. _.. . . . . . . . * * . . . . * . . . . * * * * * * . . . . . _.;..,a... . . . .* .* .* * * . . . -.! .. . . - - . . / ..�� . . . .. . � .� � . a * * . .� - ;.;- --E - - ,lip -*,-*/`-*- -.*..*. . . . " , -, .-I -1 -4. . . :-;, 4.*- - - -*(-`-*-* * ** ** * * - - - - * - .. .. . . . �_ . . 4.*-..'.* . . . .:;r . . . .._I.- - . .-.%%-**%%-.,. I-% . , / .�. ............ . . . . . . . . . . . . . .. .. . 0 -J.- � . .. ... .. . . . . . . ..-. A . .;_- I . - . _4 - - w vm�-' * ** ` ** ** ** I ** ** ** .". "* � .;. � MATCHLINE ---- GRID 1 ---- SEE SHEET Dl.T*-* - '*' 11 0 IT, to] a Ifflork WON I I I In, IM ilk ft] "61- IN wbox�: It q "I C * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEET D2.1 UNLESS NOTED OTHERWISE BELOW. - � - � - APPROXIMATE PROJECT LIMITS ri_"**� -X- 6' HIGH TEMPORARY CHAIN LINK CONSTRUCTION/TREE � �D2 PROTECTION FENCE WITH CONCRETE SHOES .1 -*-*- TEMPORARY EROSION CONTROL SILT FENCE * OR STRAW WATTLES AS APPROPRIATE * ", -1 - "' TEMPORARY MH CB SEDIMENT BARRIER * , ,,Lt r"t I _j1 / 1< I -L-,Y \U -9 ASPHALT PAVING TO BE REMOVED, SAWCUT EDGE AS REQ1D ,\ (NOTE: PROTECT EXISTING PAVING THAT IS TO REMAIN) _�� [L 17-7171,777-7-1 CONCRETE PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D .. -, L.L','� A'"`:L`-' (NOTE: PROTECT EXISTING CURB/PAVING THAT IS TO REMAIN) __ CLEAR & GRUB 6r DEPTH AT PROPOSED GRADED AREAS [. . . . . . . . . . . . . . . . . . . . . ...................... - REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS . . . . . �-,.,. �,.,. �,.,. -,.,..,.,. . AS REQUIRED FOR NEW CONSTRUCTION (PROTECT EXISTING ITEMS NOTED TO REMAIN) :::::::::::::::::::::, CLEAR 47 DEPTH AT EXISTING SAND INFIELD AREA - �:::::::::::::::::::::: REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS AS :::::::::::::::: ...... 4 REQUIRED FOR NEW CONSTRUCTION (PROTECT EXISTING ****�4z AIN) (�� EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT . ,_ ) � � LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) _r_,�_r DEMOLITION NOTES: (SEE IMPORTANT SITE WORK NOTE NG CATCH BASIN AND STORM DRAINAGE LINES WITHIN THE CONSTRUCTION AREA, CAP ALL LINES ABANDONED IN ND 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. rr,_*N RINKING FOUNTAIN, CUT AND CAP ALL EXISTING Kr_-"� 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 LINES ENCOUNTERED 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 (NOTE' 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 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 RTMENT. 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, UENCE 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. I ______j a I I 40 rmwmpmwmpmmmm�9 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 rmampmamemmmmm�9 GRAPHIC SCALE (MILES) PERMIT SET Copyright@2021 - Bruce Dees & Associates (All Rights Reserved) (:/-) C C I E 223) �R �� U) 0 ,�,6 Q) a) .2 C) 0 . . I ��z M 1) �,.� 1. = . F__4 r- =0 , , -2 0 �; ,I S , m .@) 49 _<� 0 , ." @ C 3: 04 2 .2 � WL]I 0:6 (j .,R _M - , . E � 2,) § 0 cli E U l� 10 !E2 �, ,I 8 1 _ 6 1i = ":I ..� Z2 - C/) M C - � ;5 1. g:I4 Ll]l .12 . . 0, C 6�) U) - '0- C 2 W -�! .qt:!:� m M - I = a I./, T_ - -I < r m C 4 C14 F.Ld w �' _� .!�,:, -:� 0 0 14' " I . 6 m7 � . 0 0) 0 w V) L 0 . .. . .. .. 01 C, I U < 0 - >_ cn a m < 04 " w !;� o6 in 7 � I 0 1 11 11 w (n z V) 0 Z Cn w 0 - �_ z Cn Uj m - m > 0 0 ILL! �_ D� � w w CL I I I I I 0 0 p N w m a 4-) w 0 (1) 0 � I (L) 0 Z P. 0 < 0 4' J 4,0 ;-I 0 [L P4 .,.4 � A U) (i 14 0 U) 0: Uj pw . . ;-I 0 �- co 0 P., 45 06 P3 ril 0 z . 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"� 40 x - I I IE=411.26, 12"PVC N : IE=411.06, 127PVC NE = t�� �1� � 6 1 '�: -- V) , 3: .1-1 I ('� m � �<,f 1 3: , j - <0413., :1 -J -, IE=411.23, 12"PVC S " w w ,_ - ,_ �- , 01 , I �_ IE=412.93, 6"CONC NW t I j ,� � I Icl I I i LADDER EAST - I -SANITARY SEWER MANHOLE RIM=416.04 IE=408.05, 8"PVC N IE=407.78, 8"PVC S IE=40778, 87PVC W FLOW SOUTH LADDER EAST NE 9TH ST :: I k11- 7PRESCHOOL.. " :: i zz- I -PEDESTRIAN ACCESS & SAFETY NOTES: 1 . COORDINATE DEMOLITION OF EXISTING SIDE WALK ALONG UNION AVENUE 2. MAINTAIN TEMPORARY CONSTRUCTION FENCE UNTIL THE NEW SIDEWALK AND WALL ARE COMPLETE. 3. OBTAIN APPROVAL OF SUBSTANTIAL COMPLETION OF THE NEW WALK AND WALL AND MOVE THE TEMPORARY CONSTRUCTION FENCE TO ALLOW DEMOLITION OF THE EXISTING SIDEWALK AND PEDESTRIAN USE OF THE NEW SIDEWALK WHILE CONSTRUCTION OF THE NEW CURB SIDE PLANTER STRIP IS CONSTRUCTED AND ACCEPTED. J" FIBER OPTIC MON 4. PROVIDE PLAN FOR TEMPORARY FENCE APPROVAL. RECOMMENDED CONSTRUCTION SEQUENCE; FOR RECOMMENDED CONSTRUCTION SEQUENCE NOTES SEE SHEET GO.3. SAFETY REQUIREMENTS FOR GENERAL SAFETY REQUIREMENTS NOTES SEE SHEET GO.3 . _. ,*I-- _.- - , - - - . . - ...: T - I I SANITARY SEWER MANHOL . . i.. .. .. - . I IN -1 CITY OF RENTON GENERAL DEMOLITION NOTES . .. . �7,: " , � "" . . f.. ........ , .-. - .1. . - _wF ) ...... ............. ...... . 3C / RIM=414.22 . . . . . . . . I 1; . . . . . . ......*[�_% . ... _. .. : I, [ I IE=40712, 8"PVC N 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO . *9.* ** * . * .. *. . .. ... �_* * . .. ....1. .... ....... ... . '. ..,.. ... . -4 . . I � � IE=407.14, 8"PVC E COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION . . 1. % . .it 1\ (n " . * . . . . , . . *�__ ..*.*... . . _. - _Jd . . . . - . - 3t (n I IE=40ZO9, 8"PVC S .; 9. . . .f ... .. . I—., V. - *. . . . . 01$�- 1 w W DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DIRE DEPARTMENT. SEPARATE PERMITS ARE * .... - _. - 4-W .4 \ FLOW SOUTH REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. . /. . * . . . .,.� . . I., - 1-1 V� I -C - I . . - - . b. t * . . 9.. -..-... 1-%l .., :. .. A a. LADDER WEST NCY )..I. .. . . . - 0 m 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGE ....I Z ..'_ * 1-:- . . .. . t . . - V) , 0 � �' ( SS - SS - SS . . . . Qz* -, I. - .. - ... - 0 - - PRIOR TO DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS . . *��.-. . . . . ... . . . ..... . " .. t� �� ,_ �_ H . . z .... I . . . -, I Cn " ---, , w x AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED . .. a; < 'IV .,.; 1� _____111_1/ . I N . --r- I ...� -..�J ( 0", 0 a/ MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM - . , Z 0* -ima, .. . . � *;::.-.- (ni 0 ^ .. .... - i . . - / . ... .... . 1.:�...,. ."-.,.. .. I CD I I - - -, /r, , THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAIN APPROVED REPORTS FOR .... ... I.. .... .. .. ., #� n HH RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION . **d- . .. . . .1 . LO 1 3:, 4' CHAIN LINK FENCE - . I.-J. . . . p _. %� 0 . . . .. . t . G Lo -_ " ACTIVITY. ... . . . .. . . . . . . .A - ( , n 0 1 4 . . . - .. .- 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO .. */ ;. , .. . - .-. . - .%�-.,-j.- *' -....-W, / I �t STORM C TCH BASIN . - % . . . ..t.. . .. : �d I 03 . . 1� _1 I .1 .. ..F . . # 10 to .a RIM=413.18 .. -_�_]*.. .......... �.:... '. . 0) 1� � -CONC E ING PIN AGREEMENT BETWEEN OWNER AND DEVELOPER. . -.' . .. .. .� . ,.�t- I I P�_ I IE=409.81, 6 i .%.. . . . -I- - - - I - .�� 4'1 1 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY .j? I * LO < 1) 1. . - ..... . .... !:%; 0 , IE=409.35, 8"CONC IN t �. . . . . . .. N / . - . . . " .. .. ..� % .:�� . . . . . V) L --r, � "., *. . '. -1 �: I I \, C) )�7 . . �4. '.*. � ��. i.. . . . 1:4._.. . . �� OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO . . ..... .. � I __ - BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. * . . - .. .. - _ i.�. I . . . . . . . - '. , , :j _j 3" Rp=j -k ......T. . .!.. 11 t .1 . �* * * ... . . . I.... .. . .. - -61, 1 � 4n 3: - w 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL , . . .>" .. . .. . .f�_..-_. -� .. I-- I/ < 1\ 1�p .� . _.�...\ ....../ . ..... .. . ( I in I 0 1) WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). % * - . . (1) � 1z . . �. . .;/.. .L... '. P;- . . . . .. .. - 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND T. * \ * *--�\- -),- . , !.-' , k" - � 414.00- 1 i �1 �, �p I . 1_ . - : ._\`....\.....�".... .. , .. -I � DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. __ - . _.,��. .. -..* * .:.." 31 � 3: :�! z . - - - A.., . .,.V..;/.. .. . % . , I . < I . .� . . \\. .. ** 0 W 1�p 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. * * - .. . 1'\ - - . - . : . .. ....4. 4 - En .!.. . ... , * 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE . . . - . . . . I ��_.�.�. : : : : � . . .-. fp. - - -.- , � . .j , - . . N - . * . 1+* .4, 3: 1 � �_ STORM CATCH BASIN REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND - _- 4, * - , ,@ CK 3:: 19 _j , , - k - . . - . .. 1 _-1.: .: V . . . 1. - �� "' * ?4. _. I . . . . * - ... . . - . - ..t I . - ,.�. .: _. ,. .. .. 4 a En . .: Tk. -� . � �, � w H SOLID LID . ..*/.,. \. , - - , I Z-T-. - RIM= 41J. 79 COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. . . . . . . . *... � - . ), � 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND - , ...�. 'Li---::L: _-+�** - CG , / IE=410.14, 6-CONC IE COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING ... . . ,8 I "P VC S .... . to . IE=41o,49, 6 ..... *V., t. *-I*. DISCONNECTION'S. REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL . . . I . ... . I < .. IE=409.89, 8"PVC Sw .:.,. ,7... 1. ..;, , 0 8" RP=7 COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO . ��: *11 - ... ..]. .*. , . 3 ... � VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME I V ...... . .. .. 4 I 11 I 11 1) 11 . * PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO .. . . . . .. . 0 -BP V) Bp _. V) < TRAMC LIGHT, REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE .. 0 , . . . . . ... � ED. CROSS LIGHT, SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE . : ........... V. . ZK ) I , �o P r, . I ED CROSS SIP" - . ..I;.,. '... I. 0. i � I � - � � ASSOCIATED WITH AND/OR DUE TO HIS ACTIVITIES. , ..... '.--,:-. . .. !, G � ___;>-6" *RP-6.5 . �q " .* 10.PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. . . . . ... ...1 . 1. -/..-. .. - -;. (�) < I "DO NOT ... t,_1-,. * 0 / 3: CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS . ... - / - -:,-.:.�ff . :*.* , -1 � ENTER" - - - I . . tx - . .. .-. -� - ,,% AND CAP LINES. 116-4A - . A7 .. 4 . :_ *1 . % ., . . 3� 1 4 1 �. 7 - I , � Ld Uj SAW CUT EXISTING 11I.CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES . * * - .. n . - . . .... .. �w:__ . * / - Y-.*%,� . * . , �7 " �.,... I...> . .. I � __ %V4\ !2/ 3: SIDEWALK AND TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. .�3-, - - -ji.. - :0:. � I I ' I CURB AS REQUIRE112.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE ./. .*� . I ..,.. / - - _. . . . . . . . . . . - -1 _. I.x. 1. - _�'- _. 1. - . . .. f_.[:�. . ..) . Cn / 0 0 ."�... . .. X.. - I III AT NEW ADA RAMP WHICH ARE TO BE ABANDONED OR REMOVED. . . ". . . .. . . . -1: 311 1 1, * * . . ... . Is - - 3: . . - .�. .16 I AREA (SEE , * .. . .1 I < I I I_ - )13.CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL .. . ... 4.. * .. J..,... C CD L I 1/1 42 ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. 114 . *... .. ... r p . ......... .- �.. _. . � D - 44 :11P i.. . .�f-. . G I "DO NOT \, �-2 14.CONTRACTOR SH S) FOR ALL _j. _. _. -I..,.-...,..- .... : 3:: H w`71 GO .. -1 I __ ft... ../]. . - 1 3: ....... ..... : ..* (n i EN TER " WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. . . . . . . . . ..S * ....�. ...... **� < 15.CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE . _.. __ 7 ... 0 41. � ,� � � - -/ . . . *t 1. 12.81- H� -py 1.11. . . W .,... - %" . . .. : 0 . . .. :: . I/ _* - *.* ..*.* - *.*. .. . . - - , - p Jot 3: ujuj� � DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT . . . . . . . 11. . ..:...:.. . ...... .. -.. * - . J0 I � �2 VEHICLES. . H* 0 .1,�___ -PRODUCING . - : ::.::::-: . . . :.: . ....... .. ..: 1* ] 11 < � . 16.IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST ... . ... . . . 0 . . . . . . . . . . . . . . . - . . . . . . . . . . .I.; 3: � . . . - . .. ... DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF -SITE (REF: PSCAA 3. I I . .. .. - -0 I , �. 0 .. . . . . .. V) 3: - .. a, .4 . ...M. .. .. . .... . .. -.1 . . . . . . lk U) 0 � - . . . - . . ill I . . . . . -T,rAlPA.qN . . 1 I I REG 1, SECT. 9.15. (A)(1)). SAW CUT EXISTING " CONCRETE AND WALL z i ::� C17C �!!!� 2 zz � :S C� �� �, �- w RP-6.5 T - -BIKE � /_,�' LANE" - / � 8" RP-10 6 . RP-10 � I/ -TREE PRESERVATION NOTES (TYP) 1. TREE PROTECTION FENCES ARE TO BE ERECTED PRIOR TO BEGINNING OF WORK TO PROTECT DEFINE SPECIFIC PROTECTION ZONE FOR GROUPS 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 OTS 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 AND 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. 5A lAry r ar-WE MANHOLE RIM=41200 IE=406.36, 8"CONC S IE=406.40, 8"CONC NW LADDER NORTHEAST 11 O�: 7" � , RP-8 " 1c;11" 11 '. �_ 7 IMPORTANT SITE WORK NOTES: 9 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. 9 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. 9 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). e CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN EARTHWORK TAKEOFF. DEMOLITION. CLEARING. & T.E.S.C. LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEET D2.1 UNLESS NOTED OTHERWISE BELOW. ROJECT LIMITS KT,� -X- 6' HIGH TEMPORARY CHAIN LINK CONSTRUCTION/TREE � D �21 PROTECTION FENCE WITH CONCRETE SHOES -*-*- TEMPORARY EROSION CONTROL SILT FENCE * OR STRAW WATTLES AS APPROPRIATE * '-' / I ', L�' TEMPORARY MH CB SEDIMENT BARRIER * - �- , 11,�_,'Isljl F-7171.7,77-7-1 CONCRETE PAVING TO BE REMOVED, SAWCUT EDGE AS REQ'D L...i",: " **:2:!j (NOTE: PROTECT EXISTING CURB/PAVING THAT IS TO REMAIN) �- . k7T "7777 j _;.74 1 TOT LOT SURFACING MATERIALS AND ANY EXISTING L-7'_-r,-- DRAIN LINES TO BE REMOVED CLEAR & GRUB Er DEPTH AT PROPOSED GRADED AREAS . . . * * . . . . , . . . . * * . ...................... - REMOVE ALL EXISTING STRUCTURES OR OTHER ITEMS . . . . . . . . . . . . I' *.* *.* *.* *.* *.* AS REQUIRED FOR NEW CONSTRUCTION (PROTECT *110*�4._ EXISTING ITEMS NOTED TO REMAIN) (*EXISTING TREES TO REMAIN (PROTECT TREES WITHIN PROJECT , LIMITS FROM DAMAGE DURING CONSTRUCTION WITH FENCE) " t �4 jr) DEMOLITION NOTES: (SEE IMPORTANT SITE WORK NOTES BELOW) Q 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 0 REMOVE EXISTING FIELD DRAINAGE LINES AND GRAVEL TRENCHES (APPROXIMATE FIELD DRAINAGE AREA SHOWN) FILL TRENCHES WITH SUITABLE ON -SITE SOILS AND COMPACT PER SPECS. 6=_� QV REMOVE EXISTING DRINKING FOUNTAIN, CUT AND CAP ALL EXISTING LINES ENCOUNTERE OVE AS NECESSARY FOR NEW CONSTRUCTION ra`� QV REMOVE EXISTING ACTIVITY BUILDING AND FOUNDATION. CUT AND CAP ALL EXISTING WATER, GAS, POWER, AND SEPTIC LINES. DEMOLISH SEPTIC TANK AND ABANDONED DRAIN FIELD LINES PER CITY OF RENTON STANDARDS 9 REMOVE EXISTING CONCRETE BENCH AND FOOTINGS 1 HALT AT EDGE OF TENNIS COURT 1 1 REMOVE EXISTING PLAY EQUIPMENT AND BENCHES 8 REMOVE EXISTING WALL AND FENCE REMOVE EXISTING CHAINLINK FENCE FABRIC AND RAILS, (NOTE: PROTECT EXISTING POSTS TO REMAIN) (9) REMOVE EXISTING CONCRETE STEPS 8 REMOVE EXISTING BIKE RACK SAWCUT & REMOVE EXISTING CONCRETE ADA RAMP AND ASSOC. UIRED FOR NEW CONSTRUCTION (NOTE: PROTECT EXISTING CROSSWALK LIGHT POLE TO REMAIN, ADJUST EXIST. JUNCTION BOX TO REMAIN TO NEW FINISH GRADE) IRRIGATION DEMOLITION NOTES: REMOVE ALL EXISTING IRRIGATION HEADS WITHIN THE IMPROVED AREA. CUT, CAP AND ABANDON IN PLACE OR REMOVE EXISTING IRRIGATION LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE IRRIGATION PLANS FOR NEW IRRIGATION) CAP ALL EXPOSED ENDS ELECTRICAL DEMOLITION NOTES- U1 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). DDnTE'nT1()K1 KIOTE'C. (.2) PROTECT EXISTING CURB TO REMAIN , � V PROTECT EXISTING CONCRETE SIDEWALK TO REMAIN (j) PROTECT EXISTING 4- WATER METER AND SERVICE LINE TO REMAIN, (EXISTING METER VAULT AND RPBA AND/OR DCVA TO BE REMOVED AND REPLACED PER CITY OF RENTON STDS., SEE SHEET C5.11) I I PROTECT EXISTING TRAFFIC SIGNAL AND LIGHT POSTS TO REMAIN L PROTECT EXISTING CONCRETE SLAB TO REMAIN PROIECT EXISTING TRANSFORMER AND UNDERGROUND ELECTRICAL N PROTECT EXISTING UTILITY POLE & GUY WIRE TO REMAIN P PROTECT EXISTING FENCE AND/OR WALL TO REMAIN CLEARING & T.ES.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 ILT 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 MH'S & CB'S 'S & CB'S AS THEY ARE CONSTRUCTED. CONTRACTOR SHALL ADJUST THE FENCE AND MAINTAIN THE SEDIMENT BARRIERS DURING CONSTRUCTION TO PREVENT SEDIMENT LADEN 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 ERVICE DURING DEMOLITION PHASE SHALL BE DELIVERED TO ENT. 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. KING WITHIN DRIPLINE OF EXISTING TREES. 8. SEE SHEET D2.1 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS, NOTES, UENCE 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 ILITIES WITHIN THE PROJECT SITE. 2. SEE SHEET D2.1 FOR CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES. K,N6, 40 rmwmpmwmpmmmm�9 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 rmampmamemmmmm�9 GRAPHIC SCALE (MILES) PERMIT SET Copyright@2021 - Bruce Dees & Associates (All Rights Reserved) (:/-) C C I E 223) �R �� 110 ,�,6 0. .2 .. ��,5 w.d) .. = �,.� 1. I F__4 C =0 . -2 �; ,I 3 U ,(a) .< " m . 41 � IL .1c SE C 3: 04 2 .2 � (j .R _M - ,) . E � WL� 0:6 2" § 0 c4 E U l� 10 !E2 �, ,I 8 < , 6 2 = I- 1�1 C/-) a) C ,� . g�4 Lj.� CZ) I'E �Z m - 2' . m - . . . C:� W . m = C) -<� '00.- "- I T_ " :,-� < 0 I m ' T_ N I* � C14 0 ) (/" < "� 0 (-) 4 C14 - ) 03 � � :� 0 (33 I 0 w C V) 0 . . Ld �<_ 3, . . C, I C, I >_ cn a m < 04 " Lj !;� 00 in : � 1 0 1 1 11 LLI (n z V) 0 CL Z W LLI w 0 - �_ z m LLI m - m > 0 (L) LLJ �_ 0:� � w LLI CL I I I I 11 9110 0 1 0 p ZV) w m a 4-) w 0 (1) 0 � I (L) 0 Z P. 0 < 0 4.) 4,0 -J 16.4 0 [L P4 1 . � A (.) w0 14 0 U) 0: Uj pw . . ;.4 0 �- co 0 ca P.4 4-� P3 ril 0 z . F.4 19 0 � 0 F_ co :i �r_ a Fmq 0 w 2 LU 0 I JOB: 17501 SCALE: NOTED iiiiiiiiiiiiiiiiiiiiiillillilillilI D1 m3 R-419511 Sheet 1 1 of 40 "% CADD Rename: R: \DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\ I 7501-D1. 1-01.3.DWG # Plotted. 1.1&22-12:43 By. (sjensen) BID #: LO 1 O LU )ocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 "�Z 3'-30', SEE NOTE 2.3 ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS JACENT ROLLS SHALL HTLY ABUT WOODEN STAKE LIVE STAKE 0" DIA. 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. PILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES, 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED 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 DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE THICKNESS 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 HAND 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 IS NOT TO EXCEED 10 FEET. 2A. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY 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 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 213.40 PRIPUBLIC WORKS APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 b.clig ... vamd;V Public Works Administrator DATE AS REQUIRED )ocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LEVEL BOTTOM 1172' MIN. -� SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX. 1 NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS) 3-5% 300 FEET (10 TO 20)H:1 V 5-10% 200 FEET (4 TO 1Oft 1V 10-25% 100 FEET (2 TO 4)H:1V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 217.10 PRIPUBLIC WORKS DEPARTMENT GAZ INTERCEPTOR SWALE PPR D. 9/28/2018 I Public Works Administrator DATE AS REQUIRED 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-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. 6' MAX. POST SPACING MAY BE INCREASED I 12"MIN. 4"x4" MIN. TRENCH ,lull TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH NATIVE SOIL U OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, 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 GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 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 D4491) 0.02 SEC.' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 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) 70% MIN. 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:1V 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 SEDIMENT 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 CHANNELIZATION 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 NOTTO SCALE (NITS) STD. PLAN - 214.00 PRI PUBLIC WORKS PRO D:DEPARTMENT SILT FENCE GAZ 11 9/28/2018 Public Works Administrator DATE AS REQUIRED DocuSign Envelope ID: 6EECF5B6-602A-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 STORMWATER 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) PRIOR 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 APPLICANT/ESC 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. 6. 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 AND/OR 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. 8. 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 2/3 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 BMPS 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 1ST), 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 BMPS 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 SITE 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR °: DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES Public Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 : 4 5 Al', INSTALL DRIVE' IF THERE IS A F DITCH PRESEN' ROAD STANDAF DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 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 LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. 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. 2.3. 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. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. 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. MAINTENANCE 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 IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF 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 PUBLIC SAFETY. IF IT IS NECESSARY TO WASH 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 END 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(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 215.10 o PUBLIC WORKS APPROVED: RDEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Administrator DATE 2"0 x STEEL AT 4' EXISTIN GRADE r%I IAIAI I IAII/ rAr%r'%I^ vvl�vl�I�I IL BASE (TYP) 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 / � TREE PROTECTION FENCE 1/2 = 1'-0" ON FULL SIZE (30"x421 0 67 127 247 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS d a BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER .L SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION 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 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 (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(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 NOTTO SCALE (NITS) STD. PLAN - 216.30 PRI PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 18.889 ... 9/28/2018 Public Works Administrator DATE FDEVELOPMENT ENGINEERING vez 03/17/2022 :4 N a m N CN 0 N 0 w (n 0 H Q Z Y 2 a Ld Q U Q 0 �11■1 nsoi3 SCALE: NOTED CADD filename: R: \DRAWINGS\17501 -RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-D2.1.DWG // Plotted: 1.18.22-12: 44 By. (sjensen) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) D2ml R-419512 Sheet 12 of 40 nsoi3 SCALE: NOTED CADD filename: R: \DRAWINGS\17501 -RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-D2.1.DWG // Plotted: 1.18.22-12: 44 By. (sjensen) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) D2ml R-419512 Sheet 12 of 40 L0 CD F_ 80 ORNAMENTAL FENCE 47.3f L.F. o C4.7 (HAND DIG OVER GAS LINE) 31 2 ADA PARKING SIGNS c4.1 HAND DIG OVER GAS LINE) 27 CONC. BARRIER C4.1 CURB, 52.3f L.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 41 .............. . ......... � 1 ...: � /, � ///' j •�•;•�.. /',/ ��// ��// �i// ��/// �,//' is / N z � r 82 BRONZE PATH • • . �. // // // -____ 0, U o c4.7 DISTANCE MARKER / • • • . :� : - • • / - N o 00 .• '��� -r.. 6» HN LNK FNC / m r _ _ _� _o Ill •CH •NK'FNC ��� o 1 z n 66 2 BOLLARD RECEIVERS - - - - I ; W C4,5 HAND DIG OVER GAS LINE) LIGHT POLE & JUNCTION IW = 5 BALLFIELD PLAZA & BOX (TYP, SEE ELEC) Z U) CONCRETE SCORE PATTERN 27 CONC. BARRIER '\ ' ' '\ i <� ' ' '��8O PLAN ENLARGEMENT W W CURB, 23.1fL.F. ' ' ' ' ' ' ' ' ' �, ' ' ' ' ' ' ORNAMENTAL FENCE 42.1f L.F. = C4.7 / r rrrrrrr r rrrrr /co c4.7 (HAND DIG OVER GAS LINE) V 23 DADA PARKING STALLS C4.1I r /r rrr / ' .L• '. • .. ' / / / / / r r r r „ . �C \ \ \ ... �•; ' � � � : �� :. � •' • : \ \ \ \ \ \ ' '� � � '\ \ ' c4.1 CURB, 48.7f L.F. � TL 088980u-- .: .. •° \'\'\' / i rrr '�F��:`:.:-.: •�• ////rrr r 27 CONC. BARRIER CURB C4.1 AT ISLAND, 96.5f L.F. / / / / / / / / / / / ::•rrrrrrrr r /997'N 11)1DC'►JrnieQ1 Qni i eQnc \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\ \\\\\\\\ \\ \ \ \\\\\\\ \ \\\\\ \\\\\\\ \ 27 CONC. BARRIER C4. CURB, 24.1±L.F. \\\\\ \\ \ \ \\\\\\\ \ Ln \ \\\ \\\\ \ \ \\\\\X \00 33 6' CHAIN LINK FENCE \ \\\ \\ \\ co \\\\\\\ \\\ \ co c4.1 276f L.F. (SLEEVE OVER EXISTING POSTS) ' r r r rrr rrr rrrrr / / / 27 CONC. BARRIER CURB c4.1 AT ISLAND, 81.2t L.F. I I I 27 CONC. BARRIER CURB C4.1 AT ISLAND, 167.9t L.F. f i \\ \\\ \ \ \ \\\ \\\\ / r r rrr rrr rrrrrr / / \ \\\ \\\ \ \ \\\ \\ /rrrr rrr rrrrrr r r / \ \\\\ \\ \ \ \\ \\\\\ rrrrr r r rrrrrrrr / / \\\\\ \ \\ \ \\ \\\\\ rrrr �sr // / rrrr \\\\\\\ \ \ \\\\ \\\ \ \\\\\\ \ \ \ \\ \\\ ,ter /,/ rr rrr rrrr/ // /�i ,lrrrr rrr rrr r / / / /rrrrrrr r rrr err // /� rrrr r \\\\ \\\ \\ \ \\ \\\ rrr rr/ //s�/ r rrrrr \\\ \\\ \ \\\ \\\\\\\ \\\ \\\ \\ \ \\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\\ \ \\\\\\\ \ \ \ \\\\ \\\\\\\ r r / / / r rrrrrrrr r \ \\\\\\\ \ \\ \\ \ / r r rrr rrrrrr r / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,�r r .rrr � rrrrrr / / r rrr rrrrr r / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ rrrrrr rr ,::::.•�.., vLINE" �0 P P W W W T=7 .31' L=145.0 _ R=39 .09' A=20.4 00" a a 0 c- N O a 0 c4.s AND RECEIVERS (HAND DIG OVER GAS LINE) 26 CONCRETE CURB & c4.1 GUTTER, 149.5f L.F. 3� 6' CHAIN LINK FENCE. c4.1 269f L.F. (SLEEVE OVER EXISTING POSTS) `-LIGHT POLE & SE)E UE ECI j N BOX (TYP, I � PRECAST CONC. CURB 26 CONCRETE CURB & C4.1 GUTTER, 96.1f L.F. 31 ONE WAY - DO NOT ENTER SIGN c4.1 (HAND DIG OVER GAS LINE) O Z 31 STOP SIGN HAND c4.1 DIG OVER GAS LINE) m 27 CONC. BARRIER CURB Z Im NE NTH ST S=2 E 165.00' MONUMENT SIGN WITH UPLIGHT, SEE SPEC APPENDIX - HAND DIG OVER GAS LINE ASPHALT c4.1 AT ISLAND, 95.4f L.F. LAYOUT & MATERIALS LEGEND rrr / 3" HMA CLASS Y2" PG 58-22 (CLASS 'B') ASPHALT 21 PAVING OVER 6" CRUSHED SURFACING BASE C4.1 PAVING CLASS W/ CURBS OVERPG 86"2 CRUSHED HED SURFACINGCLASS ASPHALT 24 c4 BASE 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 } BROOM FINISH) OVER 4" AGGREGATE BASE C4.1 0 6" DEPTH IMPORT TOPSOIL (LAWN AREAS) L3.1 12" IMPORT TOPSOIL (SHRUB AREAS) LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) 0 425 PROPOSED CONTOUR LINES (SEE GRADING PLANS) -425- EXISTING CONTOUR LINES -424- E PARK MONUMENT SIGN (SEE SPEC. APPENDIX) LIGHT POLE (SEE ELECTRICAL) HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET GO.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. DEVELOPMENT ENGINEERING jchavez 03/17/2022 ' KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) r^ C C m E v J of rn O W NN � N 00 �� w U � a E r i•1 U @ MMnvJ Na C � N'y 3 J(n N3 N Q m N LLJ Z Y LL1 0 0 U Q 0 M H Z N 0 Z N �� mo o� �o o�w� � wZN¢ 1 W FNU ¢ cno J� Q Ua, = J- W 111111 4,0 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-C1.1-C1.3.DWG // Plotted: 1.18.22-12: 46 8y: (sjensen) 0 10 20 40 GRAPHIC SCALE PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) mm) co BID #: 1.1 R-419513 Sheet 13 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-C1.1-C1.3.DWG // Plotted: 1.18.22-12: 46 8y: (sjensen) 0 10 20 40 GRAPHIC SCALE PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) mm) co BID #: 1.1 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 GAS MARKERS 3' CHN LNK FNC "OLYMPIC PIPE LINE o o / o NO°19'43"W 1.82' _I / S88 42 37 E 40.01' — — — I — — I S88°48'26"E 359.25' • z—O—O--O o—o—o o—O—O—O—o—O — — — — I _ r��,� o—o—000 o—o— GRASS CONC STRI 6' F C oT— o — 0 6 CHN LNK FNC —� \ o —o o /o—o—o o—o 0 0-0�-0-0 J ♦ __4V& -_ / 0 p • 0 / /\ N _�4 ASPHALT ROADWAY • �' m • ' . 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' . / I/// // / j/// //// // •. • • •i. �.. / / i , / / , / / / / / / / «' - . a , MATCHLINE ---- GRID 1 ---- SEE SHEET C1.1 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 LAYOUT & MATERIALS LEGEND 2" HMA CLASS �" PG 58-22 (CLASS 'G') ASPHALT 24 /%'' %%' PAVING W/ CURBS OVER 6" 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 SYNTHETIC TURF FIELD SURFACING (10" TOTAL 36 MATERIALS DEPTH) (SEE GENERAL NOTE 2) c4.2 10" DEPTH TOP SAND AT MULTI —USE FIELD AREA 37 C4.2 0 C DEPTH IMPORT TOPSOIL (LAWN AREAS) L3.1 LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) a 425 a 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 & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET GO.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. DEVELOPMENT ENGINEERING jchavez 03/17/2022 0 10 20 40 GRAPHIC SCALE 2 3 1 KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2021 — Bruce Dees & Associates (AII Rights Reserved) �� C v o a m w) N r �� r0 .� m� a- ���o� w �U �. U .- V°~ �0�. Io o ,t hh��WVr^J aE U �p V J U c C N M r6 w , i�--� m J(!J N3 N . m N N � N 0 w V) 0 L`•I Z Y L�.I U Q M H Z O z - o_ LLOo L �o Luzzw0_N¢ t_ zo w �i � i,, z FNU ¢ ,no �3: Q Ua, = J V) a_ w �11■1 nsoi SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-Ci.1-C1.3.DWG 11 Plotted: 1.18.22-12: 46 By: (sjensen) BID #: nsoi SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-Ci.1-C1.3.DWG 11 Plotted: 1.18.22-12: 46 By: (sjensen) BID #: L0 I CD 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 j ::�__ I - - - - - - o -� \\ I � � \' . IE=411.26, 12"PVC N \\ W 6 I I I 11 � �� =g IE=411.06, 12"PVC NE I I �, - N ;41 .3 a I I IE=411.23 12"PVC S \ I I I L ^�' I d I I� � - 6" CONC I z 3 I I IE=412.93, 6 CONC NW I \ \ \\ II II � 9 I i I 3 LADDER EAST , \\ \ l \ \ F' -HN LNK FNC < - \ \ \ \ - ° o -7- ° _1111111111� 6' CHN LNK FNC - s3 "E OOL \\ \ \ �r - 9 / / T - o o - S85A48 26°E 269.�J -\° -T o - °` ° = o\ ° CONC WALL o ¢ S P Zjj� \ \ \ \ \ \ - _ - - _� \ \ -� s I w w -SANITARY SEWER MANHOLE \ \ 63 TENNIS COURT AREA / I \ `\ STORM VA LT a/ r RIM=416.04 \ \ \ �,-_ c4.5 PLAN ENLARGEMENT \RIM=4 IE=408.05, 8"PVc N \ / \ _W CONTROL TR- - s ' GI ` „I P � :: f \ 11, ° IE=407.78, 8 PVC S t \\ \\\ ` - - / s - \ . s CUP E. \ ... ' :.. 65 TRA FIC LO A � IE=407.78, 8"PVC W I \ \ \ \ \ \ I .'' ' . ' • ' • • • ' ♦ \\ TOP OF 15 CMP:FL0 NrROL • • E=•417.16 . .\:'; 3 FLOW SOUTH I s / ,• \• \ 3 LADDER EAST �/l / \\ \\\ \\ • \. \• . . . • � \IE OF 6" DO'WNTUPNED. E PIPE= 4V. 1 ,. / 7 / • I. ' ,�' Cn / BOTTOM LIP OAF\SIDE PIPE.-' 13.7.9 \y�. ?q ' fi`� *.; ° \ ; / � / I \ \ ' • ' • I ' • • ' • *0/ Ci / , • � W� ER EL=411. 4 I TAR W MA 0L \ '.. a \ / C r k / \ \ I . o z ^c. ♦ \ RI1s.94 , \ \ ST // I I I 1 - � \ - ' i . ' " / . - -_ I \ IE=.4b :28 8" C. E\\ � \ � �15. 7 w w 41 5 J - - r I I I . ' . - - _ _ \ _ � LADDER ' OII�THW T ' / / 14,L_ . . I :_�L - � - .. � \ / U "I "I I I z•.l'. . .' . .' .' .' . .' . .' ." . .' .' . • - ." ' / ♦ \ .' .' �' • .\.' .4 I z / I . I . . . . . . . . . . . . . . . . . . . . . . . . - - / . . *#14** \\ . . . . . . . . . . . A * - . , -\. . . .. .. . .. I . .. . : .. 7 ffl 3. 1 / v/ �" / .. .. .. .. .. .. . . .. \ . .. . \• .11 Z I - / / L1 \ --_-- / . •/ • . / / R I . I. . 44 I h . /"�� / - - * � J/ r- �,..I":�� ' . - / �." / . . . , ' . �% EXISTING TENNIS COURTS ' . • /. • • ./ • f . : f� I: 4 z /' / ' .. w �T".` �� ���1 >/ . .f. . . . . . . . . . . . . . . . . . . • . I C3 x . .I / f ::. �3 44 Imo7 -• � ni\: .' .' .'\ . . .1 ..'. . . _.. \ / . . . . .. . x. . .'. . .- * . * ./ / . . /. .�. ::. .: -' I :: ... . .,I ,.co .. . -,, ,-' . . . * . . . . ... ... .... . . . . . . . . . . . . . . . . N � / / / / , / , , .', � : l . " • . - • . • . - • . '�, / . . / . . I . • . • /. :: IaI j'. 4 ..\ � j- ° �... //,///,//,, //. / / �. I � . . . _�/ . . . "I /J( - / . 11 Q II z r `, 'PRESCHOOL.. O � 1p � Z415 1 = o�Ld J J I k\ 41 z rr k6 0 0 w o I - 1�_I 1 c) ) Q WW a � z,�`�, � � /'� j- � / o �� � 30' J \ i741,T 7 I 1 J Jill / H C4.7 239.2t L.F. WITH CONC. MOWSTRIP 81 CONC. RET WALL AT C4.7 SIDEWALK, 265.0f L.F. 3" FIBER OPTIC MON 0 .. • I . .... • - :..: ' '' / , �..� .. • . .. // .. • . '/ . 3 1"7� �� MONUMENT SIGN / , , / ; " •/. " / . ..I.::.: 9a �\ WITH UPLIGHT, SEE / / �//// �. . . . . / . . /• % • - . / . .I1,- i I • y 4. //////// '\ '\" .\ / ,. . % ..'. [.: . . , / , , . . . . . . .. .. . , ,�� T 1 .•. / ,/// / / / Im /: U"W'1� p 1 r . N.... . ° / .. • \ /. , , , / , r �1< " • : .. / / / / / : • �.. / / / • a ••„ < ` - •_ - a ----- - . °. , .. •,. • // //%///'////'�-/�`L/ T-' � Imo' •"� � �' o / k / / / / / / / / / / ..., --� I ,� �. // //, ,I1./ /. ,// /// /// r. L /- - / o 1 , . ` -�� ��✓- '\ LIGHT 'POL aG 'JUNCTION. N 1 �','. .�-� ' _ \� /' !', / BOX (TYP ' E .ELECj , / I ;d ,/ z 1. .t,/!/I ;, �,'�� �'/� %`\�� <�_I, +//� , /_�\\fig!/\. /,/ � //;, , ��j \ I , W ° ° j " / , \ li/', / _I/ . i � fil �, / t>�(, / r /i \ / /I 1. . . . . .. . .. . ' . I . / / / N . �4 . - - . - . . . . . . . /\\ � . . * * . . ,4 \r_/ - �2\,_I� 1. . / /). . , / ///'I �: I T 51 *_ 1,.� /</i il, �v \J� �l `I�\,�1�.,�t`d_\!. /,, / / ./ . . a..l G \' �.: .Q. ° ,`. \� / �\ - /' y k_ \-_`J �- \, , / N-/- �A/� /// y� \� i' . ° .� � . I / r/ / . . � / . : /. . d p V d :e '� •. 111 ,(� -T i A / '- ,., % ,\ / - / �XLy \ L \•�- J �' (�� I � l\ , p.• . : r l I . %// / • ./ • 1 / • • �°f /. U �? r w o N r- SPEC APPENDIX 414 4, -V J U S ARY SEWER MANHOLE 3 In I1=414.22 IE=407.12, 8"PVC N I IE=407.14, 8"PVC E r 1 N I IE=407.09, 8"PVC S FLOW SOUTH I LADDER WEST o Ss ss SS \ J J H H /\ In �/ J J � 3 t r I 4' CHAIN LINK FENCE a 0 N / Ial I I m to STORM CATCH BASIN - - RIM 413.18 1' / 3j~ I IE=409.81, 6"CONC E C5 / \N IE=409.35, 8"CONC W so / t i .Z:� 19 - ,,�/ 3 RP-3 Q 3 rmLLI N\ 5o STORM CATCH BASIN W I RIM=411.52 i 'Z 5o IE=410.17, 6-CONC SW / / CD I i _/ �� 3 \ °.. •• ' . 1 i �t!'T '�, ,, 1 \-, lam✓ y t' l /\i�, \ ��n-_ ,� + a ' I ' ; / '/ . ' • . ' • i �. ' . ' . / 1 *�• .• ' /(% . �1�1 I 1 I J / • \ . q , //'�. i� I ,,�C1�1 7 , -t \\/-� / / : / d f Y , y I ° ' I, / , / /. ' `l , -1 ..,; y . - - • 3 3 41 I' i _�\\r _ /\ t J ly,t\ T /',T - _, I I - / / / , / / / 2 Q \ e.: ... . ., i-a.\►,'_ �( , x -,-\. ,'"Y/ \K \� 'k, �ti i / � f ,j i /,/ l t. . . 1 / / / % / r . 7 • ' • .' I .: ` A. ," 13. \ , / , . \ /' / \ \ / / \ �� r' '.7/ -\�- ',�� '\ \ y':\ \=t, iC ' fi v ��, / \ ., ;Il i .° . 1 / , j % �/ /. /, j , . d 3 0) ,., , 31 . y/� / 1\ •', / \l- ,� \ ('% / ` �� A� ,i.T-\ the ' //, , , / S CV ww . .I" ' '" ' \N :/ L \ \I L \' try \ \�I - �- �� _�W / /::. / j % / / l I v� v . \ ®. s,.' '' I /['_.. '� /y/ -T /+ Jt�- �' , \�:�\� !-F ',' -, x l �.° , ' / - / . /- . � T 4F ` . l� ,. :' . /"`( 1 ' v\ \i / = .Y�i nx_I \�\ �\ !\ f / al ./ / // . / / .� ED! L GHT, ": / ,. I `/ 3 . •� ? .d.l �rl `' t / \�� y Y/ , ' - /�'�-`,-/� /L� ,.... ;I:.. ! . /. ,/// % l D .PED. iSS S1 . 11/7 I Jw OE _ , _ [ - 1 _ ` ul • ti9" � // \ / f \ -a� / /\ ' ' i / / / / / ' 7 / 1 ` 4 1 U� 1- \ / r `r r . •.a'�• _ /_<<1��\ a �t � �/ ��� �. \Lj,/ ,�'d!'?. •�. ,//j// ' • • /•. •'// " ' // ./'/,, �' : I� 3 Q 3 `' , I N I +1 I . , I . . . . '. • . ' • . . :- • .• • �: ",\,., ,-Y \/�, \� ? /, �Ar , • . • • . • . • i/ ;' / . ' • • ' . ' • / • STO•R _,A1I. • ife\ 1_ ( 444 •' '� .: ' -'f'�,� \�?'�y\t - ��/ I f/ j//, ' /' / /' �rM''1lq,l I I 3 1rrJ vNi I I V. I /• \.\ ' .. ; ''•.,a•." •r'•• rd a°.' a .. . ® < / / / ./" ./ 12 . / , a r l . l /l /// ./ • /. /I@1/i10. f8» V IN'..%. o . �. . / o •,.....,. •,. /. . 1 / / / // /'. . . . • •' • ° ' as . °, . . M1 . • � / / / / , / / .. 0'10 ' I- - o ...s :.I.; . � \ .. 1• . . • I. . I . • / , / / . • . • I• . • �t 0 . I _ _ �Z ... •� . • . � \ � \\ ... \ ';,, // I , ,/// - /} : I a I. �' /,,/ I ,//,/ FZIM� 1.2.48 . ` .` 4 / . \ /•' // . .1 I ..I // // , • . . ' IE=4 0 . '8 :. ' 3 0 \ . ' /j . . \ �;_��- ///, I . 1 ,///,/// .. 3 I a I ///' \ , / �,,/ 11 . ,. Q . .`. �'. EXISTING CONCRETE I///� o.., \. ///%/ , / \ \ . 4• z PAD WITH (4) NEW a , /' , �\�� o • . ' / / / / / x \ : 93. ; + .i:. :.. a . / // / zY.. / / // / / / % \\ I it . .. I[u / RECTANGULAR , / / , / / . , / \ .••,.• , / /, , , /,/ . 4 D // TABLES (2 ADA) // �� // • /' / / /'' \ \ ;l . /ti4 /// /// . . . . // /Y/,//, I / \�-. . . \ ` * I - . . . . � :I LIGHT POLE &JUNCTION / / \ - .. / / U.// ' / , BOX I (TYP, SEE ELEC) . • • , / / / / . • . ' •. • ' , ::.:. `\ \ \\ I '.: ' ; ° / / \ .. -T� � / w . ---� �//' //, . .. . 4 - . / / / o , - .1 . I '.. / . . \ \ \ 4 1 : : - ..;"; 1 14 . . . T& - . / / / .. >11 . . . \ \ . . . , / . - \ ..,. /I - i, .'. / / , / / / , / /' / / /' 71 'PLAY AREA + PLAZA AREA ` . - \ \ \ r /X,, /,, /, ' . . . .Y., � " /// Y '///'' ' • ' • . " • ' - \ \ \ \ I ."•• ij °.i\I o • ," ti , / / / , / / / , / / / / - - c4.s PLAN ENLARGEMENT \ \ \ I 4 .:� ,//,,,/,,//,, ,, , , ,,//,///,///,/ / /. / \ cl \ \ \ \ is I a /,,//,,//,,//,///,///,//////////' • . • . N \ (CONCRETE SCORE PATTERN \ \ , \ \ . :.fl \ AND PLAN AREA CURB) . 0 . :.- ..:", I ' Y�#12.26 z z ...L...� \ -1 -- 1 LV c7 \ C) \ W \ \\ \\ \\ \ i I a 1 o I o \\ /----� N\ j 21 =o = -� - - 88 49^06 W ° 619.65' --6.> CHN LNK FNC \ - \� / / \\ I '\ \\ \ \ \ • ,• 'I 3 )/ �P I o \ \ o i \ \: LU col _ 1 - -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 8" RP=7 TRAFFIC LIGHT, PED. CROSS LIGHT, PED. CROSS SIGN -6" RP-6.5 ) NOT "DO NOT ENTER" 42 ) NEW ADA RAMP AND C4.2 PAVING ADJUSTMENT AT EAST SIDE OF UNION AVE NE SS - I I I I 12 JI 30, 3 r N Cn I I 1 ,,, 1 4"WIDE WHITE PARALLEL I�O C PARKING STALL STRIPING W J J \ P� ' AT 25'-9" O.C. (TYP) a 3 II 78 PARK ENTRY AREA & C4.7 CONC. SCORE PATTERN ��� I PLAN ENLARGEMENT W 1`N" I ' II �80ORNAMENTAL FENCE �, �c4152.5t L.F. WITH w6 I� CONC. MOWSTRIP Ld J�� r r (AI r8l'�CONC. RET WALL AT c4.� SIDEWALK, 175.Of L.F. �': I J J J � "BIKE _4 � I LANE" F3 W 24" X24" X2" CONC. STEPPING I \I BLOCK TYP. SET TOP FLUSH W/ TOP OF CURB AND SIDEWALK I I / I J J J I °�' Hn 411.17 I co co W � IW�� 6„ �r 3 �RP-10 a c� I 3 � � / I rwk' Q I 3= I I SANITARY SEWER MANHOLE RIM=412.00 W IE=406.36, 8"GONG S - I J- Z W SHED 3 \ I I I I II .1_1ADDER NORTHEAST NW 2 LI„I / ROCKERYJ I \ ' I I J 1l.J.11 11J,,!, 10 \ IHFFI/ \1 LU a \ / 3 m: 3 0' \ / 3 , f 7» 1- 1 M M M M Ln wwJ �RP-8 Q . I 3 I \ / Ias I rr� o / 3 . � Q I � 1 / a II I I I v, TL 0923059115 N c� I n 3 I 1 " w U- r IIZZ I TL 0923059235 0_ a o 3 cD 7" N IIII �, �R\P-7 z W I 3 I I ` I I ,- , 1 DEVELOPMENT ENGINEERING jchavez 03/17/2022 LAYOUT & MATERIALS LEGEND PAVING NGA CLASS W/ CURBS OVERPG 84"2 CRUSHED HED SURFACINGCLASS ASPHALT c4 BASE 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 BROOM FINISH) OVER 4" AGGREGATE BASE C4.1 0 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) 0 6" DEPTH IMPORT TOPSOIL (LAWN AREAS) 1 L3.1 IMPORT TOPSOIL (SHRUB AREAS, SEE SHEETS L3.1 & L3.2) ,y- rl_ 12" MIN. DEPTH PLAY AREA SURFACING 30 \ OVER 4" CRUSHED ROCK BASE c4.1 LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) 6 425 m PROPOSED CONTOUR LINES (SEE GRADING PLANS) -425- EXISTING CONTOUR LINES -424- ma 6' SQUARE TABLE 72 C4.s 1% 6' SQUARE ADA TABLE 72 C4.6 BE 8' RECTANGULAR TABLE 73 C4.6 M 8' RECTANGULAR ADA TABLE 73 C4.6 BARBEQUE 77 C4.6 HOT COAL BIN (SEE SPEC) 6' BENCH W/ BACK AND ARMRESTS 74 C4.6 E PARK ENTRY SIGN (SEE SPEC APPENDIX) R PARK RULES SIGN (SEE SPEC APPENDIX) Q TRASH RECEPTACLE 75 C4.s 41 BICYCLE RACK 76 C4.6 e" DRINKING FOUNTAIN 67 C4.5 PORTLAND L00 RESTROOM (SEE SPEC APPENDIX FOR CONCRETE BUILDING SLAB AND DETAILS) * LIGHT POLE (SEE ELECTRICAL) HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET GO.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 KEY PLAN 0 1/16 1/8 GRAPHIC ALE (MILES) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) C/-) C v o a m ,- N w Do°c oy - �� ., m@) a- *____4o w 0:6(j U �. o UV) 2°E U N o r-- J V-) c � � 11 rw U ,p " c CZ) C N w� 3 A4Q� 0 J � 3 C N 7---- (n� N (no Y L H U Q M H Z O Z - LLI -- LL0o �o /\ O�w� j\ w0__`n¢ t_ Zo 1 W \i - I,, z FNU ¢ wm (n 3: - Q Uw = J - X w 111111 M 4-)0 0 (1)V ♦♦�^^ ' M '> O a 0 4,4,0 J a a '� w J ', I'--4 CO a ^ ;.4 L U Co O H a m � �' r I~ 06 co F_ � ' w O i or C1.3 R-419515 Sheet 15 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C1.1-C1.3.DWG II Plotted: 1.18.22-12:45 By.(sjensen) BID #: Ln O L LI 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 J d O ASPHALT 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 ••••• ..........• z` .•' RIM=424. o Q M } 75 ND CAPPED END (IE=424.30t) / • • U 421.75 —a 12 HDPE-75L.F.®1.0% T _ / o ' • • . �... ®• .. • • N 0 — I `— — 6" CHN LNK FNC Z r'i ri ' 6" •CHrt L•NK 'FNC o W - O O - p n z 1 LLJ p '' I —W JW �co r BIOPOD FILTER F— ; (SEE SHEET C3.3) �Q ; LL: RIM=425.00± N IE S 12"=420.32 IE N�12"�=418.67 / TL 088980u q CB #101 RIM=423.09 IE E(EX.4" )=422.10f IE N(12")=421.00 W/ VANED GRATE RENTON STD. NE NTH ST S2 E 165.00' z / >:4Le]183�: 1IZel2011111I1[eW61�1].�_1121TOM] =1:I l121loi * 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 c3 3 I ® TYPE 1 CATCH BASIN W/SQUARE VANED GRATE ® PVC DRAIN BASIN W/ROUND GRATE 15 C313 —424, PROPOSED CONTOUR LINES 4)-5 EXISTING CONTOUR LINES 424- 1 SLOPE (DOWN) DIRECTION & STEEPNESS [FG=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 BW BOTTOM OF WALL CB CATCH BASIN CO CLEANOUT CONC. CONCRETE E EAST ELEV. ELEVATION EX. EXISTING FG FINISH GRADE ELEV FL FLOW LINE ELEV. GRD GRADE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ELEV. IE INVERT ELEV. 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 TC TOP OF CURB TP TOP OF PAVING TS TOP OF SURFACING TW TOP OF WALL TYP TYPICAL W WEST DEVELOPMENT ENGINEERING jchavez 03/17/2022 1 21 3 1 KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) a7 m w NN C N D� m� a� 0 c U � 3. U� 00 Q• U �p V J m c C N 3 J (!J N3 N Q m N N 0 N � Z Y � C, C U Q m m a N N W Q 00 o 0 W (N Z 0) O a Z N W o CnUj > o W W a � � a � a q P'' ;44LIU CD z O a � Q x 0a .,ril s~ 0 z � x Q CADD filename: R: \DRA WINGS \ 17501 — RENTON KIWANIS PARK IMPRO VEMEN TS \ 10 — REV PERMIT SET\17501—C2.1—C2.3.DWG // Plotted. 1. 18. 22-12:49 By. (sjensen) 0 10 20 40 GRAPHIC SCALE PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) BID #: C2ml R-419516 Sheet 16 of 40 Ln CD L LI I- \ ' 3' CHN LNK FNC / o NO.19'43"W S88.42'37"E 40.01' - z GRASS CONC STRI I � J ASPHALT ROADWAY ASPHALT CP � I I • 6' WOOD FNC ° Ir �. O z z z o \\ N \ r I \ o / 0 m. nO 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 S88.48'26"E 359.25' _ -0-0 - 0-0 - ° - ° p - ° ° - ° - - o - o _ ' 6' CHN LNK FNC _ o-o-000 o_-o-oT-o-o /-o-o o-0 0 0-0 0 I o � � / / _ 6' CHN LNK FNC -� ° Cn / 00 *-(C.))) ----.• I O N I �Z / 0 n \ Z zon z o4V \ t• o z z C) \ co Z o ci \f \ z OD *0 . Cn Z / 00 \ l / • • I O zz / o o L� oz o `\ I s/ {��� Z \ n I O / \ r W / / \ ` I Cn O z o / / o \ \ n I I o O \ O \ I _ r I • • N / N / / (0-)(7 N � Z \ I Z \ o I U, O \ \ I \ *z: 'L0 QJ} o � 1 / / / o\ \ \ \ o Z OZ I O //Os \ m � ' 1 Do / Z // // 0 / \ y \ I -I c> �_ v j • 0 /l i \ \ • • oz / /c�i z c� /' / / - -434- \ z \\ PP HIGH POINT G' / / • . \ / / (IE=422.63f) CB #303 RIM=425.07 IE SW&NE(8")=421.90 IE SE(8" )=421.90 T HDPE-12L.F.®1.0% CB #304 RIM=424.95 IE W&N(8")=421.78 IE E(91=421.78 o \ \ \ / / m \ \\ o \ \\ \\ \ \ \ \ \ \ �. \ \\ \\ Cb #k5 \ ` RIM=424.80 IE NW&INE(8")�:421.6'3 j ( IE SE(8")=421.63\ _ _ / CAPPED END ` \\ - , , \ \ - _Qcm)J, :\ \\ \ HDPE- 12L.F.6t0% - _ _ _ l (IE=424.00±) ' \\ \ o .... \ \ \ \ ` CB\#306 \ / \ \\ RIM=424.92 \ �' • • \ \ IE NW&SE(8�)=421~Z53� If- SW(K)=42 i.75 .� ��� � • . \ - � \ \ \ CB #401 48" DIA. FLOW CONTROL STRUCTURE, -SEE - ' `SHEET' ,C3.2), 1=428.50 /' ' ' ' ' • X IE SW(8")=420.4 --- 1 I \ I = OVERFLOW i�423.11 X .� \ IE'E(1,222) 420.11 ,/ /' \ .o \ �sr \ �� 'O \ f • • -,T HDP& 2"0.67% I0 o \ , , \ I / \ m > \ \ > \ I I \ \\/j\\ \ \ \ N w \ \ \ \ \ \ __12"HDp w 175 0 rn I I \\ti,� \\\ \\\ \\`® \\\ \\ ,%r 070 w \?�>> \\ \\ \\ \�� \\ \ \\ \\ \ �� 2?> \ Iw Ito F� ��� \ V`� \ M I I \ /> you\\ Q -LLJ 1 I F, \ > / o \ N % z I II \\F\ \\ \\\ \\ \\ \\ \\ / F� \\ ��� �� \ O \\ \\ y'O�,\\ Z m I I I \ �� \ \ \ \ \ \ / \ sr? ?>> \ \ \ \?� \ I J I o _ \ \ 1u tn 0/'I _ TP GRATE=424.99 0 T \ � •� \ \ \ \ '® \ \�,o \ \ / HP IE=424.65 t> `:.�.: \ 6' p \ 1 \ \ \ \ \ / \ 1 16 CONC. TRENCH DRAIN ACO UNITS S� \ \ \ \ \ \ \� K1-2 THRU K1-20 19x39.37 I / / \ ' T --:' / �`?o':. \ \\ \ \\ \ \>> K 1-020 �39.37 �K 1-0203 13.95 K1-02AND K1-020 39.37 �,. \.�•.. ....:\.: .....\ \ \ \ Fro \ \ 3 (39.37 ), TOT. LEN. = 73.3408L.F. I TP GRATE=424.99 I ° / LP IE=424.33 I �' TP GRATE=424.99 II _ LP IE=424.33 (IE OUT=422.99) I I TP GRATE=424.99 ° LP IE=424.33 I O I 16 'CONC. TRENCH DRAIN - ACO INLINE m -3.3 C.B. UNIT K900 19.69 , AND ACID I I UNITS K11-020 (39.37 ), K1-0203 (13.95"�, K1-020 (39.37"), AND K1-20 THRU K1-2 (19x39.37 ), ���IIIIIII TOT. L�N. = 71.7008L.F. ° / \ / I8"HDPE-22L.F.05.77% o \ I CB #20(4425I39 0 RIM - IE NE(8=421.72 li IE S 127�=417.92 I CAPPED ENDS �' • ° ' IE E(12=417.92 I IE=425.00± .. . ,�° .:.:•10 sr�?� • :�•.:::�:. ����?sod.: �,•..• O c•\ .yo.•.::...:•,•:•�:• y... ,, \ \ \ y \�� \,o \\�� \ a PO jr or 4200 �ONN.. 00 2.65 l25 w= I.. / 1 HDPE-2 8"HDPE-12L.F.®2.0% 0 Ck: w w THDPE-16L.F.02.0% �s S 1 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 18 LATERALS AT SYNTH. TURF & GRASS FIELD c3.3 �<T� �1> 8" PERF. HDPE COLLECTOR/LATERAL CONN. I I (TYPE OOR 9AS NOTED) 1 C3.3 SANITARY SEWER MANHOL 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 IOUTHIMEST 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 C3 3 0 HDPE CLEANOUT �424PROPOSED CONTOUR LINES 425- EXISTING CONTOUR LINES 424- 1 SLOPE (DOWN) DIRECTION & STEEPNESS [FG=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 Y2" 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. DEVELOPMENT ENGINEERING e� jchavez 03/17/2022 0 10 20 40 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) a7 m wo 2 D m� a� U � Q• �W rr1 C zm IR U p V J c C N r 3 J (!J N3 N Q m0) N 0 0 0 L`•I 0 Z Y LLI 0 m 1 U 1 Q 1 m m 77 Q 1 N N Q 00 in 0 w (N Z t„ 0 a Z N W 0 V) LLI > o w W a N 0 o a 1~ 0 LU 0 Z � Q O a Q V � Z Q C2m2 R-419517 Sheet 17 of 40 MATCHLINE ---- GRID 1 ---- SEE SHEET C2.1 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C2.1-C2.3.DWG // Plotted. 1.18.22-12:48 By(sjensen) BID #: Ln Q 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 \ W I I I� =6 I IE=411.06, 12"PVC NE ;41 '3 I Ih =JJ IE=411.23, 12"PVC S II \ I I o ~ ~ =412.9CONC NW LADDER EAST \ I 1 \ \\ \\\ Il I\ \ S8�CAPPED END , 6' CHN LNK FNC T 6' CHN LNK FNC CONIC WALL � o (IE=416.61t) S3 3 "E _I OOL 5A_26E269.�JT\° o o=ic - - _ ° - P Z SS I w w ` SANITARY SEWER MANHOLE EXCESS AND UNSUITABLE / I ` Q l RIM=416.04 \ \ SOIL PLACEMENT AREA \ STORM V1�1LT I \ \ l / a IE=408.05, 8"PVC N RIM=4 \ �' 1 \\ PAW CONTROL` TRUCTU SS- & GHI \ 0 IE=407.78, 8"PVC S \ \ I TRA FIC LO A I - S - IE=407.78, 8"PVC W \ \ - CA4P E 5 \ \ \\ \ S TOP OF NCMP'FLO ONTROL E=417.16 \ \ ;� 6 FLOW SOUTH 1// / / \ \\ �• S / `\ IE OF 6" DO�WNTURNED E PIPE= `4�17 \ I \ / 3 I LADDER EAST \ \ M � , � � ` i BOTTOM LIP O�F\81DE PIPE- 13.79 ❑ W / I \ `• ' ,`EaVI o /, • WF�T\ER EL=411.4 I TARY WEL MA OLE I \ I' , \ / 3 0 ~ ~ NE 9TH �� Z ^�•� RI �16.94 \ \ I �i ST / I ` `" • ' "// ' \ �.\ IE_ 8\31, 8' VC 11 I I \� / 416 IE -40 .2� 8" C E\ �15.7 � CAPPED END FLOW S�\ \ I I I /� � (IE=414.00± ) LADDER OthTHW T Cp #308 CB #203 (48" DIA.) \ • _ \ _ \ \ \ I \ / w I 1 RIM =424.60 i RIM=428.50 JE NW&NE T- =420.93 I �, I IE N(T)=419.23 / \ ' ' • \ ; \ \ IE SES8"=420.93 \`?' IE W 12"=414.40 \ • ' • \\ \ \ \ I I Cn l IE S 12"=414.40 / \ \ \ \ \ I I W ICn TADPE- �:0f .0% / IE ES12"=414.40 / \ \\ \\ \ I Z l \ Cn CB #307 RIM_424.72, \ II \i i I 3 z � JJ 1 IE W&E 8 =421.05 •' IE SS8"=421.05 . • ' / / ~ ~"PREscflor t II 3 4151 4"PERF. POLYETHYLENE • • _•_ _ _ ' " ' " / A / / l i I I _� (PP) DRAIN LINE AT ' I I C/) X �� WALL (SEE �1) 0 41 I Cli z /LES 4"PERF. POLYETHYLENE (PP) CAPPED END / I� (IE 424.0 ) ,� // // I I lI �30 ww n N SSTRIP (SEE AT PLANTER 1 " / I 1. v Q % 8 HDPE 17L.F.®10.0°!0 " / / I I Ili � L3.2 i'" � #204 (48 DIA.) / / ❑ _... _ - .. �'" RIM=4Z3.95 1 I - Q ' bs N �. j I IE W(12" 414403 3 / 3~~ • -'' IE SE 12� / 30, 30' 3" FIBER OPTIC MON CAPPI�i END // / I I I WF / 41 27 C (IE=42Z.�0Q C 205 (48" DI W �T RIMS-=420.50 //A%� IE NW 1-413.49 / j I "HDPE- 3L.F.� \ \ IE SW�8"=4T7.32 / // / j I 3 ���9 N 12"HDP _ �� \ IE SE(12�)=413.49 ,/ W 8 E \ / / I I I 3 414 4 a SANITARY SEWER MANHOLE W 36L.F.®15•g - W � � � N \ / RIM422 � IE 407.107.12, 8"PVC N IE=407.14, 8"PVC Ln °tip I IE=407.09, 8 PVC 7 CROSS SECTION 4ffw \ FLOW SOUTH 13 2 LADDE / W Q - I J J - - - _TP 423.6b ... _ Z. // // w CB #309 _ . ..._.• _...o�/ RIM=415.75 J J / IE NW�8")=411.98 4CHAIN LINK FENCE IE E 8=411.98 1 1 J ® 00 IE S�8=411.98 I / STORM CATCH BASIN ' - TC=423.50 �� `l F . `�' �' w o 3m _ IEM409.818 6"CONC E ITEE 4x8x4 L I N , ��/ (PLAY AREA, `�' , OQ��52 \ r N / N \ 1=409.35, 8 coNc W IE=414.05 Z /� TYP) �. N \ I o \ o 8" HDPE-14L.F.014.87 -'I 4 0 4'PP-182L.F.®0.57 -4412 \ I m TP GRATE.STORM CATCH BASIN , =1I 4 4x8 CROSS \ ' I i I N RIM=411.52 V \ 14.00 HP IE=413.63 IE=410.17, 6"CONC SO • W/ ELBOW \® \ ?� ,i / Q 3 I N so 16 Li CONC. TRENCH DRAIN < TURNED UP I \\ 'Spy ,' AP D EI� ► c3,3 " _ - ACID UNITS K1-0103 \� AND CAP FOR (IE 0. J STORM CATCH (19.69 ), K1-11 THRU i SOLID LID " \I CLEANOUT I o \ w U) R i \. I I 9� - o as K 1-18 (8x39.37 ), , , o RIM=413.79 IE=410.14, 6"CONC NE AND INLINE C.B. UNIT ILL: 3=410.49, 6"PVC s K900 (19.69"), TOT. Og 14- I z IE=409.89, 8"PVc sw LEN. = 29.5275L.F. w - F 13. RP- 7 (jj)NEW ADA RAMP AND �IF \ / I BP (n BP 31 0 TRAFFIC LIGH,, C4'2 ATVIEAST SIDEOF\ TC=423.50 1 ; I / �' I = I 3 a PED. CROSS LIB, °p UNION AVE NE (PLAY AREA, �I ' // /,' 0' w W PED. CROSS ^' TYP) / , / � s T H1, " RP-6.." 78 PARK ENTRY AREA & T , I 3 GHT/ _'DO SOT C4,7 CONC. SCORE PATTERN " 4" PP-182L.F.®0.5%�y y I // / /l �D PED. SS SI I 1 .7 J PLAN ENLARGEMENT / TP GRATE=413.79 \, HP 1 IE=421.00 _ �' / / / - TP-423.60 �/ / / � / / � � 3 LP IE=413.17 IE OUT=411.79 / / I T HDPE-29L.F.01.627 TC=423.50 j °� � 0 � , / � � � EXISTING CB .1 (PLAY AREA, �° ,/ I STO"R MAN / 3:RIM(EX.)=412.91 l 11 - TYP) ! ' ��� I �iM 412.91 ! � . 1 IE N(EX.12 )=408.49f / J J t• �'' - // / I 408. ' N 3 N LN iL IE W(15")=410.46 L �a Q 4/ .s I I I IE S(EX.157)=408.34f - • • • • • • • . // ' I ° J I a TRENCH & OVERLAY RESTORATION • i / � 3 3 � • • N ® _ _ i / Ir �/ �/ I I I cPER CITY STD. DETAIL 220.20 \ " " ' CAUTION: EXISTING 36" SPU • - - \ \ I / ST • ' • • 'Z • . . ' ' • • • • . • • �• j Z I \ / /\ ' / \I i 1 BASIN I 3 TRANSMISSION WATER PIPELI NE C RI 18TC o 2P-6. CONTACT SPU BEFORE ANY =4 08ONCE , } I I Q U EXCAVATION WORK NEAR THE I PIPELINE J J \ \°� / // ` i 3\I ~ ~ ~ CAPPED END (IE=410.30f ) \ \ - - - �/ ' • I `\ \\ \\ \\ I ❑� I N I 15"HDPE-46L.F.00.547, • • , , I ; i '. `. \ ' \\ \\ I I z �, I CB #206 (48 DIA.) . ' / ,,' i . • " I ; \ •• j I w Q z RIM=415.10 • • D / / i ' • .. \\ . • j j I I� I IE SE(8")=411.32 ° • J� NI IE NWQ2")=410.71 IE N(8 • • ��^ - / I I\ `\ . • ' \ i I ; I � �3 � IE NE(8'=411.32 ••" \ ,• \ o I m + ��� N IE E(15")=410.71 • 1 \ \ • • \ BI I I �TEE 4x8x4 • /•" \ I = \ .•. \ \ 8 HDPE-16L.F.®2.0% I ;I I � � IE 412.87 I • �'' \\ CB #310 \ \ I i N I 8"HDPE-14L.F.08.87 \ •`""� •• •' '�i .••'''••• ` "''•••.... 05 R\IM=415.I b❑ `� °I J J J • • . ''� , • • �`\ IE SW 8 =411.64 \ \ I I w 4"PERF. POLYETHYLENE (PP) 1 ' • • . • • ' • • ' '-\ IE E T=4�1.64 \\ \ \\ ;� I 3 o I DRAIN LINE AT PLANTER .... \ _ \ \ o rn 41V STRIP (SEE \ \ IE NW 8" 411.64 \ \ I I m JJJ 7 ) N ---J/ "\\ \W\ \`CA F- \`\ \\\ \\ \\ \ I II I o`oNo o ; RP-10 L3.2 r:� V \ I \ \ \ a 1 O I ° \ \ CAPPED END 7(IE=410.30f )W \ ;. W o \ \ SANITAF, _R MANHOLE °49 o� 8806 66CHN LNK FNC=W 619.5' RIM=412.00ro a 1 Lj IE=406.36, 8"CONC S Uj 1 CJ J J Z SHED 4"PERF. POLYETHYLENE i I m-LADDER4NORTHEAST NW iiiiiiiiiiiw _I W / (PP) DRAIN LINE AT CAPPED END = W WALL (SEE ) (IE=413.37t) MOCKERY I \ ' I a���� 1 V � $ 1 0 \� // 3 � 7» C4f7 M of , 1 IM M '� M www RP-8 Q TL 0923059115 I 3 � TL 0923059235 Q n o 7" rn > O � II RP-7 � � I►��z� I Cl)-zI - kV 1.[e1M0M11Ze1W" 111'RW� 11MM 12kUtel=Wel: 1112kl1j * 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 c33 ...... - - 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 GRATE 15 C3,3 �424PROPOSED CONTOUR LINES 425 4?4- EXISTING CONTOUR LINES 1 SLOPE (DOWN) DIRECTION & STEEPNESS [FG=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 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. GRD GRADE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ELEV. IE INVERT ELEV. 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 DEVELOPMENT ENGINEERING im jchavez 03/17/2022 ' 0 10 20 40 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) r C o a7 m W o 2 N DCo m� a� U � o �rwcn 0 U ,p V J m c C N 3 J (!J N3 N Q m N N 0 N o o w (n � 0 Z Y � 0 U Q /**A4 m Q N N N LLI °�° °'o o • 0 0 t„00 Z o > 0 0 w a a L o a 1.4 p LU 0 Z � Q O a P o V 0a Z Q u C2m3 R-419518 Sheet 18 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C2.1-C2.3.DWG // Plotted: 3.09.22-21:29 By:(sjensen) BID #: Ln RqT O Uj 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: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL 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 REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER 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 SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT 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 PLANS. 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 AND RETAINING WALLS REQUIRE 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 APPROVAL 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 APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY 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 DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE 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 INSTALLED 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 LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY 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 SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 PRIPUBLIC WORKS SURFACE WATER STANDARD PLAN E6916 ad by: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 Martin Pastucha DATE B&1V34I DNBA4®D... DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION % 1_1� ADJUSTMENT SECTION 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 IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS 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 PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND ORY2 BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 202.00 ® PUBLIC WORKS PROM: DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 • G Public Works Administrator DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL 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 REMAINING 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 MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED 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 7-04.3(1) 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 STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION 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 CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN 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 WSDOT 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 #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE 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 ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON 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 5 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 CONSIDERED 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 ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 267.10 PRIPUBLIC WORKS SURFACE WATER STANDARD PLAN SWUMiRedby: DEPARTMENT NOTES (2 OF 2) artin Pastucha/13/2020 • Martin Pastucha &B8Qr1,F0Q&B D... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 29 1 /4" BOLT -DOWN HOLE (TYP.) - 5/8", 11 NC, SEE DETAIL AND NOTE 2 251/4" O TOP 24 1 /4" SECTION A _ ISOMETRIC VIEW SEE DETAIL s \ / IN, 7/8" \ / 3/4" \ l 11/4" , NOTES: 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24" GRATES OR COVERS, 4 1/2" SEE STANDARD PLANS 204.10, 204.20, 204.30, AND 204.40. �\ 1 5/8" 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND / COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 5/8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 INC x 2" ALLEN HEAD CAP SCREW BY 3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 1/2" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL REQUIREMENTS. RECESSED ALLEN HEAD CAP SCREW 5/8" - 11 NC x 2" GRATE FRAME � I SECTION BOLT -DOWN DETAIL SEE NOTE 2 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 PUBLIC WORKS D DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 Public Works Administrator DATE 3Q 3p„ LA" 20 1 ", 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION S�<1 NO 26 ' A #3 BAR EACH CORNER s 2„ FF 2 \OTFa #3 BAR EACH SIDE v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION • PUBLIC WORKS PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP*, 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC.9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15 CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO 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" MINIMUM 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 5 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 1 H: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 WITH 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, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 200.00 APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1 Public Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 20" A l 2 1/2" DIA. HOLE O� m TOP ISOMETRIC BOLT -DOWN SLOT, SEE DETAIL AND NOTE 1 4 3/4" 1 1/2" 1 5/83 ��2 1 R39", SEE NOTE 2 SECTION A 4„ 1 1/2" Get Y O�1 CD • C • + ' SEE NOTE 1 �3„� R26", SEE NOTE 2 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 5/8"-11 NC x 2" ALLEN HEAD 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 TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 D: RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 Public Works Administrator DATE 3/4" r- 5/8" 3/4" DIA. HOLE 1/2" DIA. HANDLE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP r 48", 54", 60", 72", 84", 96", 120" OR 144" o SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP.) 0 1" MIN. 24" "O" RING 2.5" MAX. REINFORCING STEEL, (TYP.) MIN. 12" 12" MAX. GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. r 4INTEGRAL SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 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 FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM 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. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72„ 12" 96" 8" 12" 184" 12" 120" 10" 12" 96„ 12" 144" 12" 1 12" 1 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC2 PROFILE WALL PVC3 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 1 78" 1 96" 1 60" 1 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) s STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2018 Public Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 BOLT -DOWN SLOT, 1/2" SEE DETAIL AND NOTE 1 !!t 3/4" 1 114" I BOLT -DOWN SLOT DETAIL SEE NOTE 1 _ J LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES l DIRECTION OF FLOW 1 � 1 5/8" MAX. '1 5. 5, L L 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 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 PA PUBLIC WORKS PRO R) DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 • C Public Works Administrator DATE DEVELOPMENT ENGINEERING IWO jchavez 03/17/2022 :4 :4 N a m N N 0 N 0)Q 0) 0 IY (n 0 Ld Q Z 3i Y = a- � Q 0 0 U Q m i m o Q N N W Q 00 0 O W (N Z N O a Z W O Z (N W U W H a w W a cn J �i LU Q W 08 A� W Z O 0 V) W V C0 C Z a � Q w 06 V • I••I Z f`J nsoi SCALE: NOTED C3m1 R-419519 Sheet 19 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C3.1-C3.3.DWG Plotted: 1.18.22-12:50 By(sjensen) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) Ln RqT Q 1 UU 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: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1/2" LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1/16" DIA. B.C. RENTO DRAIN (1) 1" DIA. PICKHOLE 0 01 Au 1L11=w 1 1/4" LETTERING 25" DIA. 1" 3/4" 2 1/2" 8 314" (TYP.) COVER SECTION VIEW 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET 1 1/16" 5/8" 23 3/8" DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) ELT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER v EON BOLTING DETAIL 1 1/16" 1/8" R1/8" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.50 V`R] PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) lartin Pastucha$/13/2020 1a �E�86449D... DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 ADDITIONAL LADDER RUNGS (IN SETS) TO 2' MIN. CLEARANCE TO \ ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / REMOVABLE WATERTIGHT COUPLING OR FLANGE 2" MIN. A I/Z I (� \ I I J ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 1 / ANGLE AS / \\ NECESSARY, SEE NOTE 7 6" MIN. 6" MAX. -� 2'MIN, PLATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT` /- FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 16" MAX. 1 VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 12" (TYP.) 1.5 x D SEE NOTE 9 (TYP.) MIN. 2' MIN. T ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' o MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND (ROD BENT AS REQUIRED ELEVATION PER PLANS L FOR VERTICAL ALIGNMENT WITH COVER) FORCLEVERTICAL 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' MIN_ 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM 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 ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER, 9. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). 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 ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 PCRIUBLIC WORKS FLOW CONTROL STRUCTURE - 91tRo pedby: DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20l ML1=1b05 49D... DATE • #6 BARS @ 7" SPACING 12" (TYP.) 20"x24", 24" DIA., 48 48" DIA., OR 54" MAX. DIA. HOLE 6" f 2" (TYP.) 91, 12" I (_� 12 1" MIN. 21 12" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN. #5 BARS @ 6" SPACING 6" STEP 9 1/2" MAX. 20"x24", 24" DIA., 48" DIA., OR 54" DIA. HOLE 24" MIN. 8„ 1" MIN. 2 1/2" MAX. 72" FLAT SLAB TOP 18" MIN. 24" 42" MAX. #4 BARS @ 6" SPACING MIN. �- 48" MIN. 20"x24"OR�5 24" DIA. HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION 2" (TYP.) FOR ACCESS AND STEPS 8„ Lj 1" MIN. 2 1/2" MAX. 48", 54", or 60" FLAT SLAB TOP 9Q 3p„ 2a 2p„ 34" S 0�1 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACEEQUALLY), SEE NOTE 1 1 ", 2", 4", 6 12", OR 24" ONE #3 BAR HOOP FOR 6" 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 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) •PUBLIC DS STD. PLAN - 204.60 WORKS MISCELLANEOUS DETAILS FOR A PRtDAZ DEPARTMENT PRI DRAINAGE STRUCTURES ` 9/2$/Zola • Gregg Zimmerman Public Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LEVEL LINE Iv (6) EVENLY SPACED HOLES ON 10 3/8" BOLT Z CIRCLE FOR BOLTING TO FLANGE CONNECTION -� W - - - - - - - - --- -�--- -�-- - SEE NOTE 5 ------- -�---------- -�- - - - -� --- - -- 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 0 1" ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B 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 3/8" DIA. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT. 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aoft STD. PLAN - 237.30 V`R] PUBLIC WORKS ° DEPARTMENT TEE SECTION SHEAR GATE GAZ 9/2s/2ols • Public Works Administrator DATE : 4 5 AP SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS i 12" MIN. EXISTING PAVEMENT SURFACE ---- ------------------------ NEAT LINE TRENCH BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER J PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 - 6" MIN., SEE NOTE 4 "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY - "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN O \ GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-OR "GRAVEL BORROW" PER WSDOTT STD. SPEC 9-03.14(1), \ COMPACTED TO 95% OF MAXIMUM DENSITY oo�o X �- SEE NOTE 1 UNPAVED AREAS PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 o PUBLIC WORKS PRR D DEPARTMENT GI�Z TYPICAL TRENCH AND BACKFILL 9/28/2018 I •ge -T_ m DATE Public Works Administrator DEVELOPMENT ENGINEERING jchavez 03/17/2022 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC (2) 3/8"-16 SS SOCKET HEAD CAP (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE PLAN VIEW CAST IRON FRAME AND COVER, SEE NOTE 3 - 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45° BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOFER DRAIN COLLECTO ROOF DRAIN COLL PIPE, SEE NOTE 1 OI TO OVERFSTRUCTU�T 9" DIA ai 4" 8-1/8' DIA 10-1/2" DIA 15" DIA FRAME SECTION 8-13/16" DIA 5/8" COVER SECTION PAVED AREA (TYP.) EXTEND CLEANOUT P RISER 2"ABOVE DESIGN PONDING - ELEVATION OR PER PLAN FERNCO GASKETED QUIK CAP OR SIMILAR v DESIGN PONDING ELEVATION 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 I� f_I PAUnlIT RICwR 1 Ar ATim11 WITI. m STORM MAIN \�\��\//\�j! MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PRIPUBLIC WORKS DROSr�edby; DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 MytrAh9D... DATE MAX DESIGN WATER SURFACE, TOP OF RISER ELEV. 423.11 0.01'W x 1.01'H 48"0 TYPE 2 18ill ALUMINUM RECTANGULAR NOTCH CATCH BASIN OR ALUMINIZED CONTRACTOR SHALL STEEL RISER INSTALL FEATURE TO BARREL PREVENT DEFORMATION OF NOTCH. ELEV: 420.44 SECTION CONTROL STRUCTURE NOTES: THIS DETAIL IS A SCHEMATIC REPRESENTATION OF THE DETENTION PIPE CONTROL STRUCTURE, SHOWING LOCATI 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 - C13 N #401 TEM iCONTROL STsRUCTUREDETAIL C2,2 % SCALE : N. T. S. 0 r^ C C m E wNN a � Q � � N _ 20 Qy � LL m o a� w �U �� U N o aE U tp V J m c C N �N 3 (0 J(n c�v3 N Q m N N 0 N 0 0 LLI C) Z C) `1 � U Q Cam% �Z 3 a m m Q N N LLI Q 06 O W N Z 07 O CL Z N W O - H Z N LLI >O LLI H LLI CL J W Q ^rll W 06 co c O C0C . 1�1 a •� w Fy V �) W CIO C Z a P3 Q w 06 y� x Z nsoi SCALE: NOTED PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C3.1-C3.3.DWG Xrefs: [ABDSIGST.DWG] [.\17501-PHASE-DATE-TTL.DWG] Plotted: 1.18.22-12:49 By"(sjensen) BID #: C12 R-419520 Sheet 20 of 40 LO 1 O qq 1 W 036.00" ACCESS COVER & RISER ILI i O INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. CONCRETE TOP SLAB / I BIOFILTRATION \ \ / \•� CHAMBER I / CONCRETE BASE SECTION / I i 1 • I OUTLET PIPE, 018.00" MAXIMUM I � UNDERDRAIN OUTLET 04.00" PVC SLOTTED ORIFICE I UNDERDRAIN PIPE \\ / OUTLET CHAMBER INLET PIPE, ' / 018.00" MAXIMUM BYPASS WEIR ` \ / / ` \ I INLET WINDOW INLET CHAMBER _ I / IN DIVIDER WALL DRAIN DOWN DEVICE \ \ �.I/ DIVIDER WALL ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. SCALE: 1 X NOTES: 1. LEFT CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET AND OUTLET CHAMBER AVAILABLE. 2. CONTACT OLDCASTLE INFRASTRUCTURE FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 3. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US Patents Pending BioPod T1 Bioffiter Oldcastle InfrastructureTM • A CRN COMPANY UndergroundTHIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALLNOT BE �+�+ USED IN ANYWAY INJURIOUS TO THE INTERESTS OF STUD COMPANY. COPYRIGHT©2G19OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretention/ Vault with Internal B`'naJJ DRAWING NO. Rf ECO-0161 Biofltraiion JN BPI(-IB B ARG 5 1 19 MJW 5/6/19 SHEET 1 OF 2 TRENCH AT INFIELD FINISH GRADE (TYP) 10" DEPTH SYNTH. TURF MATERIALS O 0 0 0 AT INFIELD 4"MIN. DEF WATER STa (UNDER E� GEOTEXTILE DRAINAGE i 8" PERFOR HDPE SUB[ COLLECTOR ELEV VARIE A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE OUTLET, 018.00" ALTERNATE SIDE PIPE LOCATION UNDERDRAIf BYPI ALTERNATE SIDE PIPE LOCATION A INLET 1 DRAIN DOWI INLET, 018.00" INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL INLET, NEARSIDE BYPASS WEIR - INLEr WINDOW 2.2' [26.00'1 UNDERDRAIN OUTLET DROP ORIFICE, FARSIDE RECOMMENDED, OUTLET, FARSIDE, 6" MINIMUM. (AT FLOOR) DRAIN DOWN DEVICE TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. SECTION A -A 036.00" ACCESS COVER & RISER MODEL VAULT SIZE 1 (ID) VAULT FOOTPRINT'CAPACITY (OD) TREATMENT FLOW (GPMICFS) A DIM B DIM C DIM Al DIM B1 DIM 1.6 GPMIS2 (WA GUILD) 1.8 GPMISF (NJCAT ) 1. BPU-681B 6' 8' 1.5' T 9' 57.6 / 0.128 64.810.144 s.DD' .• f— 2.00" MULCH MINIMUM Y..118.00" St°rmMix'" I MEDIA r. 6.00" DRAIN ROCK 04.00" PVC SLOTTED UNDERDRAIN PIPE SITE SPECIFIC DATA Structure ID Model Size Orientation (Left or Right) Treatment Flow Rate (cfs) Peak Flow Rate (cfs) Rim Elevation Pipe Data Pipe Location (Front or Side) Pipe Size Pipe Type Invert Elevation Inlet Outlet Notes: All Dimensions are nominal, ID=Inside Dimension, OD=Outside Dimension. 2 Trearlment flow capacity at 1.6 gpm/sf media surface area based on an WA Ecology GUILD Approval for Basic, Enhanced & Phosphorus. 3 Treatment flow capacity at 1.8 gpm/sf media surface area based on an NJCAT Verification & US Patents Pending NJ DEP Certification. BioPod TIVI Bioffiter Oldcastle Infrastructure 6 0. A CRN COMPANY UndergroundTHIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE,INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY ANDSHALLNOTBE USED IN ANYWAY INJURIOUS TO THE INTERESTS OF SAD COMPANY. COPYRIGHT© 2D19 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretention/ Vault with Internal B'/naSS DRAWING No. REV � ECO-0161 a'E Biofiltration Y� BPLI-IB B ARG 5 1 19 MJW 5/6/19 SHEET 2 OF 2 TRENCH TRENCH TRENCH AT OUTFIELD AT INFIELD AT OUTFIELD PLACE PIPE AT CL FINISH GRADE (TYP) PLACE PIPE AT CL OF TRENCH OF TRENCH 10" DEPTH 10" DEPTH 10" DEPTH ,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,, ,,,, tlli,.11 11 SOD/SAND SYNTH. TURF , SOD/SAND MATERIALS MATERIALS MATERIALS 0 0 0 AT OUTFIELD AT INFIELD AT OUTFIELD O O " r O O O :::: 4 MIN. DEPTH STORM O O O O O 0 0 O WATER STORAGE O 000:::::::::::::o::::::::o::: O QU :::;::opo::g::ao::::o_. °O Soo �0000° AREA (UNDER O O O 0j o 0°bpu(R, I V-, � o ENTIRE FIELD) ff °°off °°o �o°°O °`{�o0ooc�ja�ooc�ja ocbo�0�0 00° So°° �So° S �S S FIELD SUBGRADE COMPACTED DRAINAGE AGG.,�� 0°00�0°00°�°00° o°oo°�°oo°o�� 4"PERFORATED DEPTH VARIES o0° oo�So° o� °Oo�So° o SUBGRADE (-n 0 0°00 o O o°00 �000� (SEE PLANS) ° ° o o 0000�S ° POLYETHYLENE (PP) �o o = ° ° ° ° ° ° oo �0°00 ° ° ° ° ° ° LATERAL DRAINLINE (TYP) DEPTH VARIES " � °°°°° as ° , �° aaaaaaaao (SEE PLANS) 2 MIN. o°°°o°°°° 2"MIN. DEPTH LEVELING COURSE DRAINAGE AGGREGATE GEOTEXTILE FABRIC = - '°O = LEVELING COURSE ,° oo° COMPACTED LATERAL/COLLECTOR I = � SUBGRADE (TYP) = VERTICAL CLEARANCE _ RENCH SUBGRADE PREFABRICATED 8"x8"x4" — VARIES (3" MINIMUM/ (COMPACT TO 95� OF () = 1 16 MAXIMUM FOR HDPE TEESTYP (MAX DRY DENSITY) �j I J=j = = TYPE O CONIC) 8" PERFORATED HDPE SUBDRAINLINE COLLECTOR TRENCH SUBGRADE (INVERT ELEV VARIES) MAX(COMPACT TO 95% F AX DRY DENSITY) TYPICAL COLLECTOR TRENCH TYPICAL LATERAL CONNECTION - TYPE O DETAIL FOR BETWEEN LATERALS (LATERAL/COLLECTOR VERT. CLEAR. < 16" ) * 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 < ' OR 'TYPE <�>' LATERAL CONNECTION NOTED ON PLAN IS USED AT THAT CONNECTION POINT. 17 C2.2 CAST IRON ROUND FRAME AND - GRATE (LOCKABLE), GRATE DIA. AND RIM ELEV. PER PLAN (TYP) FINISH GRADE PVC PIPE (DIA. )►S NOTED ON PLANS) _ W/INTEGRAL INLET - ADAPTERS ( PVC DRAIN BASIN) II: DEPTH VARIES (SEE PLANS FOR z ry III=IIII��- :III_ STORM DRAIN PIPE 111 W WATERTIGHT =I JOINT (SEE PLAN FOR SIZE, TYPE, AND QUANTITY) INVERT ELEVS.) g = o00 aCo N —� �o o� COMPACTED 00 og DRAINAGE AGG. -LI FT " >O O 00 O 0.0 O 6 MIN. _goo°Soo° S o� _I I BEDDING (TYP) 1(- 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). 15 PVC DRAIN BASIN W/ROUND GRATE. C�� C2.3 TRENCH TRENCH AT INFIELD AT OUTFIELD FINISH GRADE (TYP) PLACE PIPE AT CE OF TRENCH 10" DEPTH 10" DEPTH SYNTH. TURF SOD/SAND MATERIALS MATERIALS O O O .... 0 0 0 0 0 �� AT INFIELD AT OUTFIELD O O 0 0 4 MIN. DEPTH STORM O O O O WATER STORAGE O O AREA' (UNDER `Jo O 000 000�oo o�Soo� O O O o000 0 00 0 0oc ENTIRE FIELD) °°o o°°o o� l ,00°° 00�000q �<a�g�o FIELD SUBGRADE DRAINAGE AGG., DEPTH VARIES F °°°°°°°°°°°° 4"PERFORATED (SEE PLANS) ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° POLYETHYLENE (PP) 0000000000 0 0000°°° 2" MIN. OOP ° LATERAL DRAINLINE (TYP) 00° o LEVELING COURSE - — o�°o° 400 = VIZMIN. GEOTEXTILE FABRIC - ��o I »���o� � � DEPTH aoo�5 ,oaoo _ DRAINAGE AGGREGATE COMPACTED �S�jo° �g°S`�o - LEVELING COURSE SUBGRADE (TYP) �o� o° o` �000 PREFABRICATED 4" x4" x4"c��°�°o = LATERAL/COLLECTOR HDPE TEE (OR ELBOW, TYP) - �oS°o° VERTICAL CLEARANCE 4"HDPE DROP (LENGTH + VARIES (16 MINIMUM VARIES -SEE PLAN) _ �ooc ° FOR TYPE Q CONN.) PREFABRICATED T xT x4" HDPE TEE - 7_.. - DRAINAGE AGGREGATE ill TRENCH SUBGRADE _ 8" PERFORATED HDPE I_I i 1=1 I 1=III=1 I 1-1 I (COMPACT TO 95% OF SUBDRAINLINE COLLECTOR MAX DRY DENSITY) (INVERT ELEV VARIES) TYPICAL LATERAL CONNECTION - TYPE < (LATERAL/COLLECTOR VERT. CLEAR. > 16" ) 8$' PERFORATED HDPE SUBDRAINLINE COLLECTOR AND LATERAL CONNECTION DETAILS. PE��� 1" = 1'-O" ON FULL SIZE (30"x42j 0 S' 6" 12" 1 /2" = 1'-0" ON FULL SIZE (30"x42j 0 6" 12" 24" ■ ■ ■ . . o1q, CONCRETE TRENCH DRAIN NOTES: 1. LIGHT BROOM FINISH ALL EXPOSED FACES OF CONIC. 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•t WITH GRATE (TYP) OR BACKSTOP 28 CONCRETE CURB (SEE PLANS) TP=PER PLANS C4.1 PAVING SLOPE 1� SLOPE a I e: 4. s:. a OQ OQ OQ° :.,. D Z .. e', 00 0o OQ O Q Qo° o0 0 ,:.... • D.. o0 0o O QOOO QO OOOOo Als °<p.' a' ee oo°°oO°°000 0 0 ; .'°I.'' 1. ° o0 0 LIJ LIJ 'A bt " a. . .. V J e R — _ _ = I.° p " w f I DRENCH CHANNEL -I = _ _ . ('ACO K100S OR :111— _I a o., ED EQUAL) SEE I a • e — LAN FOR TOTAL LENGTH CONIC. TRENCH D _ — alp I' — (FULL UNITS=39.37" LONG FC = 3000 PSI = _ °': r ° a CALF UNITS=19.69" LONG) s _ e #4 REBAR ®18"Oh (4)#4 REBAR CON T� = HDP DRAIN TRENCH OUTLET, CONNECT TO -DRAIN TRENCH WHERE SHOWN ON DRAINAGE PLANS (TYPICAL) COMPACT SUBGRADE#� TO 95% OF MAX. DRY DENSITY (TYP) 16 CONCRETE TRENCH DRAIN C2.3 3" = 1'-0" ON FULL SIZE (30"x42") 0 1" 2" 4" 4" MIN. DEPTH 'STORK oogo° COMPACTED WATER STORAGE Ak 11°00 00° SUBGRADE (TYP) UNDER ENTIRE FIErt ( °o° o� o°� DRAINAGE AGGREGATE, oo + _I DEPTH VARIES (SEE GEOTEXTILE FABRIC PLANS), 4 MIN. AT DRAINAGE AGGREGATE _ HIGH END OF LATERALS 4" PERFORATED j — - 2" MIN. DEPTH POLYETHYLENE (PP) I I—III=III= 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- 2 �..I� 1" = 1'-0" ON FULL SIZE (30"x421 .) 0 S' 6" 12, SEE PLANS FOR SURFACING MATERIALS (TYP) AND SOD STRIP TRENCH COVER DRAINAGE AGGREGATE FRENCH DRAIN L PLACE PIPE �T OF TRENCH [�IIIIII���� �9111R�RIII'RII�RI�RIJRL'NCI'IRIJRII�'RI�INIIR�k11R1�'HI�Y6�!��Y 1 f 1 I I • Z_ w *PIPE COVER NOTE: -M U I PROVIDE POSITIVE PIPE rN DRAINAGE TOWARDS _ DOWNSTREAM DRAIN BASINS (SEE PLANS 87PERFORATED ° + - FOR DRAIN BASIN POLYETHYLENE (PP) I! - --' I � LOCATIONS AND INVERT FRENCH DRAIN ! - ° ° _ ELEVATIONS, TYP) I lil LIJ = 2" MIN. 2" MIN. 2" MIN. 4" MAX. 127MIN. 4" MAX. 16" MAX. 8$$ PERFORATED 19 POLYETHYLENE(PP)FRENCH DRAIN C2,1 " = 1'-0" ON FULL SIZE (30"x421 0 S' 6" 12" C2.3 DEVELOPMENT ENGINEERING jchavez 03/17/2022 r^ C C m E v J °J o� O a oo w Q � � N 'L _ LL N a� U � Q 0� NE a� rr1 U� ^^\JJ ca C � LN 3 m N Q m N N 0 N ��/ 03 0 x y / 0 W C) Z C) Y W U Q C) m m Q N N bi Q 06 O W (N Z fn O 0- Z N W O — z N LLI > O w H w CL Cn J I W � O 06 co a� Z O O O � �h0 H PI •,4 VW ~ W 0 O Z a � Q 06 x Z C33 CADD filename: R:\DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—C3.1—C3.3.DWG Plotted: 1.18.22-12: 50 By. (sjensen) PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) BID #: R-419521 Sheet 21 of 40 ■ M IDEVELOPMENT ENGINEERING jchavez 03/17/2022 3" COMPACTED DEPTH HMA CLASS Y2" PG 58-22 (CLASS 'B') ASPHALT CONCRETE PAVEMENT ASPHALT REINFORCEMENT - SYSTEM EXISTING ASPHALT 0R1;IIIN, Mqill-.1012_1111 I 3" HMA CLASS Y2" PG 58-22 (CLASS 'B') zi ASPHALT PAVEMENT (PARKING LOT) SECTION C 1.1 1' 1-1 /2" = -0" ON FULL SIZE (V x42") 4 ' COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" FINISH GRADE (SEE PLAN) FINISH GRADE YZ"R v2"R SLOPE* CONC. CURB NOTES: 1. LIGHT BROOM FINISH ALL -_ EXPOSED FACES OF CURB. 2. INSTALL h" EXP. JOINTS AT 10' - - - _ O.C. AND AT CORNERS. =r P HOLE 3. TO LOCATE CURBS, COORDINATES/ DIMENSIONS ARE S 1 ° - - OWARDS TAKEN AT 'FACE OF CURB' AS = IDE INDICATED. P) 4. FINISH GRADE IS TOP OF CURB (2)#4 REBAR - UNLESS NOTED OTHERWISE. -I i i-i _I i-1 CONCRETE CURB, 5� CURVED SUSE IECTIONSLE RMS FOR ALL CONTINUOUS CLASS 3000 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 /25l CONCRETE VERTICAL CURB 1-1/2" = 1'-Cr ON FULL SIZE (30"x42") H H " 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 :eiIzI :7_IWzIQ1*� 1. ALL PAVEMENT MARKINGS 3. SEE PLAN FOR LOCATION SHALL BE THERMOPLASTIC AND EXACT CONFIGURATION OR METHACRYLIC 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" 22 PAVEMENT MARKINGS C1.1 1/4" = 1'-Cr ON FULL SIZE (3CI"x42") 0 12" 24" 48" 80 ORNAMENTAL 31 DISABLED PARKING SIGN -l-iI-lYiT!i- o-,8!CQ-iI CE-!�N-iI T-l�E- iIRlr�RE laD TYPE R7 .7FENCE ON PARKING STALL (TYP ) 24 2" ASPHALT C4.1 PAVING o oo o.o duo27 CONC. BARRIER EDCURBS TYP x LANDSCAPE': Bi�- C4.1 C342.1 ) •--- -III --IIII -----IIII-------IIIII ---IIIII ---1III ----1I --II ---II ---1II ---I--II ---III I---1II ----III---IIII ----IIII -I---I1III�-----I1II I---IIIII� ----III --1I---IIII �---I --IIII---1IIIE---II -II--I ----II ---II ---II --II--III �; -T-IIG ! !!-- II �-TII,`C-�I+ �---II{-- IIIII�2-----IIII-1----III „----1IIIII I----IIIII ----1IIII �---IIII �-�--IIII,-----1II III --II IIIII--II ----III ----I1II ---II ---II ---- -- III--- --III --II -- -- �- II 66 REMOVABLE MOVABLE3" ASPHALT BOLLARD --I- PAVING I REINFORCEDNOTE: FOR NEW x-29 6CONC. PAVINGASPHALT SIDEWAK C4.1 I- X OVEXISTING ASPHALT PAVING (SEE I--I--I,- I CHAIN LINK -1 -IT I- I (- C4.1 FENCE 4„ WHITE PAINT - STRIPES (TYP) ----Il--IIl-=-lIII ---Il1----lIII---IIIl----lIII -- -IIl--IlI-IIlfIIIC-Il/--lII ---IIl----IIIl -- --II1 - - - IiI 21 3" ASPHALT I'ITA�1- i� C4.111IIII-I-I-1 1-1---!_I1-1--- PAVING TYPICAL DISABLED PARKING STALLS P COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" 12" TOP OF CURB AT DEPRESSED CURB FINISH 5Y2" 1" RAMP LOCATIONS (TYP) (SEE PLAN) GRADE Y2" R. 1"R CONCRETE CURB AND GUTTER, CLASS 3000 (TYP) » SLOPE* �Y2 R CONCRETE CURB & GUTTER NOTES: :► ; R"--- 1. LIGHT BROOM FINISH ALL EXPOSED FACES �I wII d '° - ° CID D:.D -' .: ° ° - ° '. D'a OF CURB. 2. INSTALL Y8" EXP. JOINTS AT 10' O.C. AND 1"f �yyYlll°r'{rY"fff .D- ..- . _ ° °' AT CORNERS (SEAL JTS), HOLD EXP.JT. ° ' ° MATL. DOWN Y2"-1" TO ALLOW FOR JOINT - _ �- 11 SEALANT. _ _ L IF -_ - 3. TO LOCATE CURBS, COORDINATES/ _ COMPACT SUBGRADE DIMENSIONS ARE TAKEN AT 'FACE OF CURB' TO 95% OF MAX. DRY DENSITY (TYP) AS INDICATED. 4. PROVIDE CURB HEIGHT TRANSITION FROM 6" * GUTTER SLOPE NOTE: TO W, 36" FROM EXPOSED CURB ENDS. GUTTER SLOPE TO MATCH SLOPE OF ADJACENT 5. USE FLEXIBLE FORMS FOR ALL CURVED PAVING. PROVIDE A SMOOTH TRANSITION AT END SECTIONS - NO EXCEPTIONS. OF GUTTER BETWEEN CONC. CURB & GUTTER AND CONC. BARRIER CURB (TYP). TOP OF CURBS FLUSH. 26 CONCRETE CURB & GUTTER C1.1 .. �� 1-1/2" = 1'-CI" ON FULL SIZE (30"x42") 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 Y8"R TOOLED I EDGE (TYP) BROOM FINISH FINISH GRADE, SET TOOLED EDGE ys" R (TYP) TO EDGE OF PAVING (TYP) FLUSH W/TOP OF (TSEAyN ( ) CONC. PAVING (TYP) -III-III-III-III- '> '' 9 0 - - I - I- - o0p0000 00000 0000000poopoQo 0000o00o°QapOo 000°000°0000000°00 °00°°00°000 opOoo°pOo°°o° - °000 0000000000o0ooa0oa° °0000000000 0000000000000 0 °0p000o 000000000000000 00p0o00o000000 0 0 0 o ° 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 °° °°° °°°� °°°�°°°�°°°°°° °°°�°°°�°°°�° °°°°°°°°°°°° °°°°°°°°°° 'No 4" COMPACTED DEPTH o 0 00 0 °o o° o° o 00 0° o o° o° o° °o - _ . ,Y8" MINUS CRUSHED III III III I III III �I I I- I I I SURFACING BASE COURSE "III �'s THICK EXPANSION Y47 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) 284" FIBER REINFORCED CONCRETE PAVING & JOINT DETAILS pm�1-1 /2" = 1'-0" ON FULL SIZE (30" x42" ) " 0 4 C1.2,C1.3 FG=423.33(f ) /// PLAYGROUND AC���\�•����••���•� \ ` " 12"DEPTH ENGINEERED CONCRETE RA� '� \� �\ ���`� �`� �`� '. � � �`� �`� �`� �`� � / , . ���`� , WOOD FIBER PLAY \/ PLACED CON AREA SURFACING ROUGH TEXTURL/ / / / / �- . •; . .,.. / / / / / / / / / , FINISH TYP ( )\\\\\\\ \\ \\\\\\\\ \ ao�. TR-423.50 TP=423.50 \ \ \ \ \ \ \ \ . - °': ` ` ` ` ` ` ` ` TP=423.50 C1.1 1/8" = 1'-0" ON FULL SIZE (30"x42") 0 24" 48" 96" FINISH GRADE IS TOP OF COORDINATE POINT LOCATION= CURB AT 'FACE OF CURB' (SEE NOTE #3) PLANTED 6" AREAS AND TOP OF CURB AT DEPRESSED CURB 5Y2" 1" WALKS Y2"R RAMP LOCATIONS (SEE PLAN) 1"R CONC. BARRIER CURB, CLASS 3000 PAVING (SEE PLAN) FINISH GRADE SLOPE* CONCRETE BARRIER CURB NOTES: _ (AT ADA 1. LIGHT BROOM FINISH ALL EXPOSED FACES ACCES OF CURB. :. °. 2. INSTALL �'e" EXP. JOINTS AT 10' O.C. AND - - AT CORNERS. 5 ° ' ° - a 3. TO LOCATE CURBS, COORDINATES/ ° ° DIMENSIONS ARE TAKEN AT FACE OF CURB 1- #4 REBAR I 7��_��Ej_I I AS INDICATED. 4. FINISH GRADE IS TOP OF CURB AT BETWEEN JTS. 111 PLANTED AREAS AND WALKS. COMPACT SUBGRADE TO 957 5. PROVIDE CURB HEIGHT TRANSITION FROM 6" OF MAX. DRY DENSITY (TYP) TO Y2", 36" FROM EXPOSED CURB ENDS. 6. USE FLEXIBLE FORMS FOR ALL CURVED * PAVING SLOPE NOTE: SEE GRADING SECTIONS - NO EXCEPTIONS. PLANS FOR SLOPE OF ADJACENT PAVING. K2"�7CONCRETE BARRIER CURB .. �� 1-1 /2" = 1'-CI« lslC I � I ON FULL SIZE (3CI" x42" ) 0 2" 4" 8" CONC. SEALANT PAVING (TYP) Y2" (TYP) TO OLED BROOM FINISH TO EDGES OF PAVING CONC. PAVING AND JOINT NOTES: _ - FINISH GRADE, SET & JOINTS (TYP) cO r 1. ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING FLUSH W/TOP OF ZL 6" DEPTH CONC. DAMAGED CONCRETE PAVING SECTIONS AT JOINT LINES AND CONC. PAVING (TYP) PAVING (TYP) Y8" R THICK ;Yb" R TOOLED REPLACING WITH NEW CONCRETE PAVING � PARTIAL I� 1 I EXP. JT. MATL. EDGES (TYP) PATCHING ALLOWED). D 2. JOINT SPACING AS SHOWN ON LAYOUT & MATERIALS PLANS. ,.to EXPANSION JOINTS 3. COORDINATE JOINT LOCATIONS IN ABUTTING WALLS AND/OR III III_ .:.•..: , ::¢' (WHERE SHOWN ON PLANS) CURBS WITH JOINTS IN CONCRETE PAVING (TYPICAL). 1 = oo°00000aooao o°° o° � » 4. WHEN A JOINT IS CLOSER THAN 12 TO A CASTING ADJUST o-z of o°0o°°00.,-O- a,-, °°oo Y4 THICK TOOLED opOo °°oopOo°°°o° °opO° poop°° ' CONC. °°°° °°°°°°°° CONTROL JOINT, 2"DEEP JOINT LOCATION TO ALIGN. WITH OR MEET THE CASTING AT PAVING 90 DEGREES. 4"COMPACTED DEPTH �I I I� I I 1 I 1-WITH �'s"R TOOLED EDGES (Np) 5. PROVIDE ISOLATION/EXPANSION JOINTS AT ALL UTILITY IY8 MINUS CRUSHED #4 REBAR AT APPURTENANCES (CATCH BASINS, STRUCTURES, ETC.). il ROCK BASE COURSE 12" O.C. EA. 6. HOLD EXPANSION JOINT MATERIAL DOWN Y2" -1" BELOW 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 t-tnKITDn1 InInITC SECTIONS - NO EXCEPTIONS. ("2_s1 6" STEEL REINFORCED CONCRETE PAVING & JOINT DETAILS. �11�I�� 1-1/2" = 1'-0�' ON FULL SIZE (30"x42") 0 2" 4" 8" C1.2,C1.3 ^t S11 P BR=423.00 ; ; \ \ -'� ---- \ \ \ \ \ BR=423.00 12" DEPTH ENGINEERED FG=423.46 : FG=423.46 ' \%%/\ WOOD FIBER PLAY 8"x12"xY4'THICK \ \ D' - ::• .. `.: .. ,' : - A .:. - . - AREA SURFACING µ, STL. PLATE WELDED TP=423.50 :�::q:'�1:�;; .:.A ;.����..:o.:� :off.. TP=423.50 �28CONCRETE TO POST, MOUNT I:. •' �4'=11"t' •.:'. 4.... GEOTEXTILE FABRIC c4.1 VERT. CURB SIGN TO PLATE W/ .. •. -- • : DEPTH 4 MIN •. r. , . b , ; ' .A. CONC. PAVING o1 EPDXY (TYP) CONCRETE PAVING...°: °. '.. °.'::-::�.:. ° - .• -0 R a :::._ • • . a.. DRAINAGE AGGREGATE (SEE PLANS) (SEE PLANS) ;..' - BASE (TYP) =N SL ` '• 'PAN ` V1 EW ° _- \\\\\7 7\\ \\\\\\\\\\\ \. 0 8" 16" 32" FULL SIZE (30"x42") �° FINISH MATCH TOP OF RAMP GRADE WITH 28 CONCRETE " " " " " " " " " " �' GRADE TOP OF ADJACENT CURB/PAVING c4.1 VERT. CURB , ,S`,L, , , , , , , , , , , , , \ \ ° • : =1 ' '- �I - o El I Hr NOTE: BROOM FINISH TOP OF MOWSTRIP _ AROUND POST = ° j. - ROL FOC 12"0 STOP SIGN DETAIL TRANSITION SHOULDER DOWNSLOPE SIDE 12" SIDEWALK WIDTH VARIES - SEE PLAN (10'-0" STANDARD) SEE GRADING PLAN FOR DIRECTION AND AMOUNT 6" OF MIN. CROSS SLOPE 6' SHOULDER UPSLOPE SIDE 12° , rFINISH GR4DE FINISH GRADE IRRIGATION LINES (WHERE \\/\\��\\�/\\�/\\�/\\�/\\� \! - INDICATED ON PLANS) 11 2 COMPACTED BE�1r -I I I 111 1 I ER REP. MUST SUBDRAIN LINE (WHERE HMA CLASS h" 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 (TO 95% OF MAX DRY CRUSHED SURFACING BASE DENSITY) AFTER GRUBBING 25 CONC. VERT. NOTE: STAKE CL OF SIDEWALK FOR APPROVAL PRIOR TO PLACING c4.1 CURB TYP OF CRUSHED ROCK BASE COURSE. ANY DAMAGE TO SIDEWALK SHALL BE REPAIRED BY SAWCUTTING AND REPLACING DAMAGED AREAS. NO OVERLAY PATCHES. 2" HMA CLASS Y8" FIG 58-22 CLASS 'G' Ar%nI IAI T nAk/rkArkIT 1r%InrlAIAI VA c% n-rInAI -11"� 1 /2" = 1'-CIS ON FULL SIZE (V x42" ) C1.2, C1.3 6' RAISED EDGE DETAIL V-a- 6-1 SIDEWALK LEVEL it2" EXTEND SIDEWALK TRANSVERSE V - 0' V - 0" 112' (IN) R JOINTS TO INCLUDE RAISED EDGE • ROU DING O L 1 VT (IN) R- (TYP.) 4 11 .� - 1`1 •>' ,: .• • .S••i'.•: ''.r 1• (1N) R s .'► . (� .A►" I ft 1' - 0' SIDEWALK SEE RAISED EDGE DETAIL - THIS SHE [TYPICAL LINDE SIDEWALK ALL CUT MEN. SLOPES WITH RAISED EDGE 12" (IN) R. [iYP.) •� 2.0% 1 FOR CURB DETAILS `v 1.5% SEE STD PLAN 101 - -. - •'• rT__'--� ADJACENT TO CURB BRIDGE OR PEDESTRIAN 5� �� RAILING ^� BARRIER - SEE SIDEWALK CONTRACT PUNS 112- (IN) R. (TYP.) FLUSH ' I r 15X• VERTICAL WALL - , SEE DETAIL &8- (IN) PREMOLDED i JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE BUFFER STRIP TREATMENT SIDEWALK bLLUIHLR (SEE NOTE 10) SIDEWALK SECTIONS 112" (IN) R. 1 , 15% (TYP) 2' - 0" SIDEWALK 1'-0" 1'-0" MIN 11T (IN) R. (TYP.) Rout DING �2.0% 1 1.596 I NNW FOR CURB DETAILS ADJACENT TO CURB SEE STD PLAN 101 (STEEP FILL SLOPES) � /---WALL OR BARRIER ( I _1 SIDEWAL.K 112' (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL FOR CURB DETAILS 1.5-% MIN. SEE STD PLAN 101 318' (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE / FOR CURB DETAILS SEE STO PLAN 101 STING ROADWAY CRUSHED ROCK BASI t CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER S SIDEWALK. CSTC UNDER CURB & GUTTER TO BE G THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB 8 GUTTER). 1 FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 \ •: �, 'Z`\j�`• M. r r BROOMED FINISH OR MATCH EXISTING 00 4- WIDE, SMOOTH �' TROWELED PERIMETER FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE AN SURFACE FOR PLANTING - FLUSH IF PAVED �, 00 f , � `1-� ip' �� � (CUARB ANDENT ONCRETE GUTTER SHOWN) ADJACENT TO BUFFER STRIP 0. FOR CURB DETAILS SEE STD PLAN 101 1-1J 5- E 118• TO 114' NOTES f \� f. Four be theeminimum pedestrian widthet of the sidewalk shall CONTRACTION JOINT , .r • * •��, • • - P \ IN SIDEWALK ONLY •�'! !� , accessible route (PA;;} free of vertical ► o • . ,• , • .. •e . and horizontal obstructions. Gratings, FULL -DEPTH EXPANSION JOINT IN BOTH -• 1, Access Covers, Junction Boxes, CURET AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other appurtenances within the sidewalk �l�F tee- C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT DETAILFINISH • . ' • 2. Monolithic Cement Concrete Curb and s • ` •,,',.ram r0 Sidewalk is not permitted In new For other referenced NOTES see construction, When replacement work STD PLAN 1042 necessitates a Monolithic Cement PREMOL.DE Concrete Curb build per WSDOT JOINT. FILLER FR Standard Plan F-30.10-03. Paved surfaces must comply with E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT Ift PUBLIC WORKS STD PLAN - 102 DEPARTMENT NOTE: DISABLED SIGN AT CONC. PAVING SHOWN, POST CAP NOTE: INSTALLATION IN OTHER FOR TYPICAL SIGN LOCATIONS IS SIMILAR. NEW 1.66"O.D. CALLOUTS SEE STOP POST CAP 11 TOP RAIL (TYP) TYPE R 1-1 (24"x24") SIGN INSTALLATION STOP SIGN (SIMILAR) 12708" SIGN WITH INTERNATIONAL SYMBOL 9 GA. 2" MESH 2.875"O.D. SCH. 40 .� R�sFR.�o OF ACCESS & 'STATE OPPOSITE PARK GALV. STEEL POST I'AIRKING DISABLED PARKING HOLD MESH AT NOTE: PAINT POST & PERMIT REQUIRED' TEXT OF TOP RAIL (1 BACK OF SIGNS (TYP) �'-- 2.875"O.D. SCH. 40NGA GALV. STEEL POST N FEN EE POST 0'\I EPDXY PIPE COLLAR NOTE: PAINT POST & `° POSTS (TYP) TO CONC. POST BASE BACK OF SIGNS (TYP) NEW 1.66"O.D. I 2" BOTTOM RAIL (1 EPDXY PIPE COLLAR 2» FINISH TO CONC. POST BASE EXISTING SLOPE GRADE GRADE ii ND CONCRETE ROUND CONCRETE FING t -I FOOTING DISABLED SIGN DETAIL 31\ REGULATORY SIGN MOUNTING DETAILS 'I = EXISTING 1= FENCE POST ' CEMENT CONCRETE I} SIDEWALK, f iC 7 -1 FEXISTING I GRADE i i I I� FOOTING 27 CONC. BARRIER Ln I I:UM,:. UUKtS EXISTING CURB C4.1 &GUTTER FENCE POST C4,1 FOOTING *NOTE: 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 TAMP TO CRISP NEAT EDGES EDGES AT 75' ANGLE ca.i r3i 6' HIGH CHAIN LINK FENCE AT PARKING LOT r^ C C m E v J aJ o� O w y n a ° oin N N - a� w 0: 6U ��2 U o 2°~ V C!� 0 ° a a� rr1 U� Mn\JJ �'a C ° LN 3 N Q m N Lo o o X W LLJ C) C) U Q C) M zo Z N Co � L-Oo � �o WZ \ wZNat_ z� w p ,,Z FNU < cno = J- (n � W �11■1 I� � J 0 +� LLI a '4 10 06 1--1 Z O c U a � w V W cd 07 nsoi SCn�E: NOTED C4ml R-419522 Sheet 22 of 40 C4.6 �..� 'It = 1'-0" ON FULL SIZE (V x42") (UNLESS NOTED OTHERWISE) 0 6" 12" 24" C 1.1 PE��� 1 It 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" C1,1 1 /2" = 1'-6" ON FULL SIZE (36" x24" ) 0 6 127 24" PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\l7501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C4.1-C4.7.DWG Plotted. 1.18.22-12:55 By(sjensen) BID #: Ln O W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE 1 3.6. SYNTHET .TURF -' ' ' \ �`� INFIELD SURFACING f ' ' ' . . . . . • ... \ \... :............�•2. \ TOP OF INFILL MATERIAL = SYNTHETIC TURF SURFACE . . . . . . . \ . \ ::::::::::.. 4 \� ............ L ..................... \ii FINISH GRADE (SEE PLANS) W/1 yal MIN. DEPTH INFILL - .'::::::::::::: ' ...:::::::::::::::::. r\ ....:::::: \.- MATERIAL TYP ...:..................\.................:X::................,, A. . . . . . .\ . . . . . . . . . . . �. .� . . . . . . . . . . . . . • - - . \. ....... �..........:::::::::::\....................... .:::.:::.::....:�.' '\ . . . J = J r� J$ $ » QUICK -C . PLEB .... • • • • J g °oo°oo o° 2�'s MIN. COMPACTED SEE IRRI ATION i .. :::::::: ..................... :::::::::. \...............:::.,; ' z J cv °s° �� °8°po°8 °�°80�$ °s ... .... .......... -'� ::::::::: \ :::::::::::: :::::::::::::....., \ _ w w DEPTH LEVELING TOP ... ...... ..........::::::::::::::::::::::.\................... \............... __ ::�.;. oNZ O°Oo0°Oo0°oo0°oo0°Oo0°Oo ACT PER / _ -: r: _. �,_. �. �. -• - -: -.. ......:::: T: �: -: -: �: �: STONE, COMP / �: ::::::::::::::......:::::::::::::::::::. ::::: I = Oo O O O O O SPECS TYP :............. \.... \................ \. 0 0 0 0 0 0 0 0 0 0 0 i. .. :\:::::::::::::::::::::.\. I\::::::::::::'::..: o w a o 0 0 0 0 0 \ . ...............:::::: ::::::::::::::::::: ' \ o Oo O°OO o°OO O°OO O° O ° O O / I: :�::::::::::::: / d \ ~ O Oo O°Oo 0°Oo 0°Oo 0°Oo 0° 0 -6'MIN. COMPACTED �::::: \::........ ...........::::::: \...... o ovaa� Qo ::::...... ::: ::::::::::::::::::::: �.:::::::::::::::::::I::\ :::::::::::::::: I ::: = :::::::: ��� . .� O O 9 O O O O`er DEPTH LEVELING BASE .' a. ..........,:... �.............. \ \...... :::::::::::::::.... x O O Oo O Oo O Oo O O O Oo O O STONE, COMPACT PER ................. \.....:::::::::: ..:::::::::: I ..... i ::::::::::: OoOo O°Oo O°Oo O°Oo O° ° Oo SPECS TYP ° . . . . . . . . . . . . . . . . . . . . . . . . . . . / .............\... ••�:::...........:::... \ •I:... \......... ` '::::::::::::::::::::....................:::::::::: , a » ....... ,� ::::I::::::::::::� \ :: N ::::::::::�::::::::::. . . - =�1 - _ - 14 MIN. COMPACTED DEPTH 75 SURFACE -MOUNT D / a. �d.. g . ' ::.\ ......:.:: :::::::::: �::::::::::::::::::....\ ..............::::::: :::... ........... :::::::`, ' _ _ _ _ _ _ d . :: \ ::::::::�::... \ ..................... \........ \ _ ....I :::::::::: ~ :::::',. - _ _ _ LEVELING BASE STONE c4.s4ASH RECEPTACLE. ---� I :::.... .......::: -t ::::: �.:::::::::::::::::::::\� ::::: � ::::::::::::::::: :......... ........ � _ _ _ _ - ('STORM WATER STORAGE .......\ ..... ` I ................. �.... 1 �_ - _ _ III-� �_ = AREA COMPACT PER P ' a I ::::::::: �::::: ::!: ::::::::::�::::::::::::::::::::............. :�:: ....................... '), 5 UG UT BENCH & d ::::::: /:: .. 4 ..::..: \..:::..:::::� ..:::::::::: ' ..... ::::::::::::::::::::.. ' COMPACT SUBGRADE TO SPECS (TYP) 5 D :........:�.. .........�• .. .. %f ,............. \. .` :::� ::::::::.::: N ......... I �::::::::::::::::::::::� 95� OF MAX. DRY DENSITY c4.4 HELF TYP. NONWOVEN GEOTEXTILE \::......::: �:::: ::::�:::::: ::::::::: j ��:::::::::::::::::::: �\ TO FINISH SUBGRADE ....... �::::::::::...... �::. ::::: \._.........:::::: j :::. \.:::::::::::::::: . \ FABRIC (TYP) IN INFIELD a I '::::: �..... ....... ....� ...\ ................::. \:::::. 39fSY E IC** DDE ::... . ::::::::::::::: :::: \..................� . \ /:: I� ::::::.: 36 SYNTH ETI C TU R F INFIELD SURFACING d :::::::::::::::::: . �...::::::::: �:::::..... c4:2 TURF :EDGE: AT: ::::::. , . r::::::::::::::....::: \ ........:::::::::::: \.� ::::.::.: CONC CURB �::::::::::;.. - '� ..\ ............ : �:::::::........... \:. :::::::::::::::::. �.2I.. 2" - 1 -Cr ON FULL SIZE (30"x42") ad ..`..:::::::: \.................... \::::::::::::::::. 0 1Y2 3 6 d: \...........::::::::::�::::::::::.\....: ::::::....::::` ......I..::::::::::::..... \ �.................::\ ... \....... \...... I..:::::::::::::::. •Q Q d :........ \.:::.. \ I.......\....... \.............. �:........::::......... \::I::::::::::::::::::::: N ..I...................�� ° a a• I ::::...' �....:::::::::....:\.................` /\.............:::::::::\:::::,*..............� -_ -- I ;� • . . SYNTHETIC TURF FIELD 12" BALLFIELD PLAZA PAVING :: .�... :::::::::::.:�:..........:40: $ASE:LAYOUT :...... \............ I ,,...............: . O Q :......... \:::::, \. . ° I ::::::::::::::: �:::::::: C4.� ......... ,, _ ..... \ \.......::::::::::I :::::\ ..........., . . . . . . :. .................. I......\........., -.1 _,1v��rpvgr�,pv,,grppsmr�,pvmv®s®v�s®,vp®,psmv®�v®,vpar�®v�r�vgr�s�.-,opsa,,vp�,pvmr�v p�•p$'7.MMA,1piT��7�TT.W�®7iT(®a�®®��®p®�6v®PT�®��7V���p���p�7����G��7�TT�v�1{T���@�► VQ��`.pY���,'pY,��y�p6��'0��`NY,p�®®'Y®®��mp�i�ii�,m���,pWp��,p`IpY���`p16�,pp�y�,pp����,'ptlC, -�-V'PO�-�-W------m7�•l��Y' ■ TURF SOD (TYP) 10" OVERALL DEPTH SAND/SOD (TYP) C1.2 �� = 1'-0�' ON FULL SIZE (30"x42") 0 1 Ys 3 6" SYNTHETIC TURF FIELD �- :: �::::::::::::: / I:::::::::::::::::::.:. COORDINATE POINT LOCATION= COORDINATE POINT LOCATION= - .� ..................... I..::::::. N . 5- OW • BL CH f�Sa ...\ .:::::::::::::.:::::.\ �:::::::::::::.. \ 'FACE OF CURB' (SEE NOTE #3) BACKSTOP POST 'FACE OF NAILER' (SEE NOTE #3) r, .::::.... .......... �::::........� \ ...........I .::::::::: �,�. WHERE SHOWN ON PLANS (TY) SEE PEE' ': \.................. �.........:::.. ) d ....\........ �::::::::: :............ \ ::: \ .... • �'s RADIUS TOOLED EDGE--\ d \':::::':::::::::.:. ...... . . : " ' \" ' \ �'s TOOLED EDGE (BOTH SIDES) I I EDGE (TYP BOTH SIDES) _ . _' NOTE • POSTS ARE SET AT .....\ .......... :: ... . . ° �. . . . . . . . . . . . . . . . . . . . . . . . . .�� . . . . . . �....... :::::: . • CENTERLINE OF CURB. (TYP) TOf ::::::: ...�: :::: '� \ ........ TOP OF INFILL MATERIAL G� ::::::::::::::... \..::::::, \.....38:.FIELD:EDGE: :::::::::::::::::::::.. •; Q d . ........ \................ » ........ . . . . . . . . . . . . = FINISH GRADE (TYP) I I Al° \ ./:: : .... C4R2. 12: CONC.: CURB' ...... . . . . . . . . . . . . . I 18 CONCRETE :::::::::.\......::::::::.::::. �:::::: >, ...:: /..... . 36 SYNTHETIC I I c3.3 TRENCH DRAIN :.:\ ....... \::::::::::: (C \ \ \ �. c4.2 TURF FIELD " 4000 oo °o o °poo d Oo°poo O°OOo O°Oo�oOo�poo ° Oo O Oo :I . a D I I °. I ° O o000n Ono DO o0oo0opOoo°�O " ° '�' ° CONCRETE • SC RING - • � � • • •" � r • d , QUICK CDUPtE1 WORK. POINT I / Q I AP ' C SEE IRRIGATION CENTER OF T EE * a . -d AF x-- ISLAND F �ooV •. a . a CENTER MANHOLE: LI . �. ° •� a• IdQ d a ° d / s S / 45 RAC LAN IRRIGATION a d 4.3 SLEEVE : a - _._._ �_ Q ° \ C d d / ' (TYP) - - - d g 0 Ak 32 DRINKING FOUNTAIN \ 4 . C4.1 J Q. // / 4, 35 C1.2 BALLFIELD PLAZA -PLAN ENLARGEMENT �,� 1" = 10'-0�' ON FULL SIZE (30"x42") 0 2.5' 5' 10, 4"WHITE SECOND BASE LOCATOR MARK ,� (TYP) BASE ANCHOR & FOOTING 4 TYP BASELINE REFERENCE , ;v;• LINES (TYP)' ' : % •'• 4 x4 WHITE THIRD BASE LOCATOR ' 7Y2" (TYP) MARK (TYP) ASE ANCHOR I & FOOTING 4"WHITE i� y �\ FOUL LINE / 1". �G�� > ��,�Q OF FIELD STRIPE THIRD BASE END STRIPE I \ ���G AT EDGE OF ��O SYNTH. TURF. PITCHER'S RUBBER ANCHOR & FOOTING F (TYP) PITCHING, %`� 'd» I T lJ THIRD BASE LOCATION (TYP) THIRD BASE - COACHES BOX 60' BASELINES ' 4" WIDE WHITE SYNTHETIC TURF STITCHING LINES (TYP) � HOME 'PLATE' DIMENSIONS ARE TAKEN AT OUTSIDE EDGE (APEX) OF FOUL LINE INTERSECTION 17 BATTER'S BOX 4o HOME PLATE PITCHER'S RUBBER �.2I"L.r1 3/16" = 1'-0" ON FULL SIZE (30 x42 ) o i s" sr sa• DOUBLE BASE ANCHOR & FOOTING 4"x4"WHITE FIRST BASE LOCATOR MARK (TYP) �� �\ 47WHITE 'FOUL LINE STRIPE 7Y2" I % (NP) SEND STRIPE AT EDGE OF SYNTH. TURF. OUBLE FIRST BASE LOCATION r (TYP) CO /< \� 36 SYNTH. TURF c4.2 FIELD SURF. a 'HOLLYWOOD' (HP) - HOME BASE (SET ,�r.O -"Al / °pOpOO°O�pO°00p0o eD ,..° I' ° ,°�. D I ° :° 1:. A 0000 OO�p OOD OOppO UUoUUoUUoUUoUU ' )00Oo0Oo0Oo0OoI04 o0o0Ooo0o0Ooo0- 0000000000000 O ° 90p00°Do OL°boo O°oo l°moo �.:.:° ' °� IIIIIII-I I - 2x �% � _ = _ _ �fRENCH ATTk_ H C IC (1B - - WITH Y4"0 x3" SPLIT DRIVE FC = 3000 PSI W/EXP. JTS. AT EA. PINS AT 3670.C• I I BACKSTOP POST (TYP) (2)#4 REBAR CONT. �Dj COMPACT SUBGRADE TO (BETWEEN POSTS) 95% OF MAX. DRY DENSITY -- -- 12" CONCRETE CURB AT BACKSTOP CONCRETE CURB/PAVING NOTES: 1. LIGHT BROOM FINISH ALL HORIZONTAL FACES OF CONC. CURB 2. INSTALL JOINTS AT 10' O.C., AT POSTS, AND AT CORNERS, JOINTS IN PAVING AND CONC. TRENCH DRAIN SHALL ALIGN. WITH JOINTS IN CURB TYP. 3. TO LOCATE CURBS, COORDINATES/DIMENSIONS TAKEN AT 'FACE OF CURB' AS INDICATED 4. SECURE SYNTHETIC TURF TO NAILER PER MANUFACTURER'S RECOMMENDATIONS 5. INSTALL BACKSTOP POSTS & FOOTINGS PRIOR TO INSTALLATION OF CONCRETE CURB (TYP). K`S�8FIELD EDGE AT 12" CONC. CURB C4.2 �,� 1-1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 2" 4" 8" 'HOLLYWOOD' REMOVABLE PITCHER'S RUBBER WITH GROUND SLEEVES & BRISTLE PLUGS (TYP) �SI E II PITCHER'S RUBBER KLL; IANUULAK FOOTING PITCHER'S RUBBER ANCHORS (TYE� 36 SYNTH. 'HOLLYWOOD' IMPACT KWIK-RELEASE BASE FLUSH WITH F.G.) c4.2 TURF WITH GROUND SLEEVE 36 SYNTH. TURF W/GROUND SLEEVE FIELD & BRISTLE PLUG (TYP) c4.2 FIELD SURF. 00 FIRST BASE COACHES BOX (DIMENSIONS TYP FOR THIRD BASE) NOTE: INSTALL PITCHER'S RUBBER AND BASE ANCHORS PER MFR'S RECOMMENDATIONS AND PER DETAIL 41 (TYP) C4.2 DACE' I AVnI IT SURF. _ NOTE: SEE PITCHER'S ° ° ° •.. ° a°°°°o°�°° ° °��� RUBBER INST. DETAIL o O°Oo OpOo �00o OoOo • • (SIM.) FOR DBL. O°Oo 0 ,.° • Oo o°O O°Oo O • ` O O°O ANCHORS AT O°o0 00°o O°o0 ' . °• 00°0 �c� oo 'HOLLYWOOD' DBL. �o _.., ' :; .. ,;� oho � (/�� o _e.� � :� .. e.: oa�j FIRST BASE _ _PSI = _ - BSI >.":.. HOME ,., BASE - - PAL Q FOOTING - ... OTING (TYP) 12"x12 NOTE: SHAVE SYNTH. TURF 12"x12" SQUARE 'TUFTS' UNDER HOME PLATE SQUARE (FABRIC IS CONTINUOUS UP TO GROUND SLEEVE) HOME PLATE ANCHOR BASE ANCHORS (TYE� 41 C4.2 PITCHER'S RUBBER, HOME PLATE. AND BASE ANCHOR INSTALLATIONS Pm �� 1" = 1'-0�' ON FULL SIZE (30�'x42") 0 S, 12" ATTACH TO CDm"i OU4I IW 1H Y2"OX8" EXP. BOLTS ,b"' COUNTERSUNK FLUSH) SEE NOTE #2) #4 REBAR CONT. CLASS 3000 CONCRETE CURB A» A» SODDED TURF FIELD SODDED TURF FIELD, SET FINISH GRADES FLUSH (TYP) TURF /-SODDED FlELD TOP SAND =4 -_ $fF �j NAILS"' NiTR' ��CNb CURE WITH Y4"GALV. STAPLES AT 4" O.C. (TYP) COMPACT SUBGRADE TO 95% OF MAX. DRY DENSITY CONCRETE CURB NOTES: 1. INSTALL JOINTS AT 10' O.C. AND AT CORNERS, TYP. 2. TO LOCATE CURBS, COORDINATES/DIMENSIONS TAKEN AT SOD SIDE 'FACE OF NAILER' AS INDICATED 3. SECURE SYNTHETIC TURF TO NAILER PER MANUFACTURER'S RECOMMENDATIONS 4. KERF PLASTIC LUMBER NAILER AS REQUIRED AT CURVED CONC. CURB LOCATIONS SYNTHETIC SODDED 39 TURF EDGEAT 8" CONCRETE CURB C4.2 �,� 1-1 /2" = 1'-T ON FULL SIZE (30" x42" ) 0 2" 4" T MATCH TOP OF NEW En PAVING WITH TOP OF EXISTING P VING 3s (IS �- a - NOTE: CONS UCT NEW S PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-04, ADJUST EXISTING JUNCTI N BOX TO NEW FINISH GRADE TC=413.66t BC=413.16$ co a SOL RIM PROTECT EXISTIN GNAL POLE & CROSSW L BUTTON TO REMAIN .14 TC=413.15E � ° ° IE BC=413.11E "' f 4:69c& ° SLOP d w 11� \ (VARIES) TC=413.09E _ 9 9 BC=413.05E �` ° ° %3. TP=413.78' 8 - - --- TRA413.7,d d +I �M o .m a ? N MA H TOP OF NEW I WITH TOP Q � B � • d • a� PAVING CENTER NEW ADA RAMP OF EXISTING PAVING PAVING WITHIN LIMITS OF I (AT EXISTING CONC. \� CURB CORNER)-, TPA FF EXISTING ADA RAMP TC=413.49lz� 1N BC=412.99E EXIST. MATCH TOP OF N I SIDEWALK I PED, PAVING WITH TOP / w EXISTING PAVING / o l PED, / J i 99 n r W h NEW ADA RAMP AND PAVING 42 ADJUSTMENT AT EAST SIDE OF UNION AVE NE �-H 03 J J H F1 F so / 5 L0 SO J J J Lj w o I L N NI _ R-4o o I 1 A F- di C1.3 �', �� 1" = 5'-d' ON FULL SIZE (Vx42") 0 3 6" 12 a7 m a p wo I� 2 p - :, m � a� ►�2o�- w U � E. O!° U� 00 Q• a� U �p UI M as = M C �N w 3 _j U) N 3 N Q m N N M N 0 Q: W 0 w Z Y w M z o Z Noa LOCI �o o�w. 6 zo FT W \} J wz FNU < ,no mm Ua, = J w m Q N N N 0 0 to 0 0 z w w 0 > 0 0 w Uj Uj CL CL 4-) s~ W � Q 0 O W a •� 06 '-' Cn z 0 c U a w W Cl) W F_ C� U) nsoi SCALE: NOTED C4.2 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C4.1-C4.7.DWG // Plotted: 3.09.22-21:30 By:(sjensen) BID #: R-419523 Sheet 23 of 40 Ln TOM O LU 52 DUGOUT ROOF NA_ FR, MING WING 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 El i ill, 1CORE WIRE WHERE SHOWN ON DETAILS; KNUCKLE AV 1`�;A, I ANGLED SECTION . SELVAGE TOP & BOTTOM. NOTE: ALL REFERENCES TO GAUGE REFER TO CORE WIRE (LEANS 10.7287' �CQ• GAUGE. TOWARDS FIELDS - \ 10 11 \ 12 \ 13 POSTS: SHALL BE 4" O.D. GALVANIZED STEEL WITH ��iii INTERNAL 15 DEGREE SLEEVE AND FLAT BAR X// N SIZED TO FIT INSIDE SLEEVE (POST 7 IS 10.7287 u, DEGREES); WELD SLEEVE AND FLAT BAR 47 BACKSTOP POST ASSEMBLY INSIDE IN -GROUND POST WITH c4.3 & RAILS TYP CONTINUOUS WELD AND THEN WELD ANGLED POST 52 DUGOUT ROOF FOUL LINE TO SLEEVE WITH CONTINUOUS WELD; WELD DOMED FRAMING ml I ANGLED SECTION/4' HIGH POST CAPS TO TOPS OF POSTS WITH CONTINUOUS c4.4 WOOD BACKBOARD LIMIT WELD; GRIND FLUSH & SMOOTH ALL WELDS AND 5 ALL PAS PAINT WITH 'ZINC -RICH' PAINT TO MATCH HOME PLATE (SEE PLANS) I I I LOCATION GALVANIZING (SEE DETAILS). Z ST -- - 46 BACI ILEOP / BACKSTOP • RAILS: SHALL BE 1.667O.D. GALVANIZED STEEL; ``' C4.3 POST COUPLE ALL RAILS TO POSTS FLUSH WITH FIELD I Z 14 JTS. AT _ SIDE OF 47O.D. POSTS. SET ALL RAILS LEVEL TO I I I CURB ` c� CONFORM TO LEVEL CONCRETE BACKSTOP CURB. o = it i,..1 6» FACE OF • WIRE TIES AT WING FENCES: SHALL BE 11 GAUGE 51 DUGOUT Y %3 CONC. CURB STEEL TIES AT 12" O.C. C4.4 PLAN VIEW Q TYP. BACKSTOP 'ENLARGEMENT' °° I » • WIRE TIES AT ANGLED CENTER SECTION: SHALL BE �� 15 -2 POST AT CORNER " I 11 GAUGE STEEL TIES AT 6 O.C. (BEHIND HOME Z OF CONC. CURB PLATE). 2 J (BACKSTOP POSTS 6 & 8) I STRETCH ALL FABRIC TAUGHT: MATCH ALL FABRIC o WEAVE LINES (TYP). I • CHAIN LINK FABRIC LOCATION: TO BE INSTALLED N �Lin• N Ir' N 1 1 48 BAC 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 (**'4_�5BACKSTOP PLAN VIEW PRIOR TO PLACING CONCRETE CURB. �.2pm��� 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 1.667O.D. RAILS AROUND POST A MINIMUM OF 180 DEGREES, AND ATTACH OTHER END TO NOTE: ALL RAILS SET 4"( ) DOMEDPOST CHAIN LINK FABRIC PER ASTM F626 USING STANDARD ROUND WIRE TIES W/FIELDSIDE WITH EITHER A PRE FORMED HOOK OR PIGTAIL AT ONE END, DESIGNED FLUSHOF 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 1 2 3 4 1.66" 0. D. BOTTOM BALL PASS RAIL (TYP) LOCATION 1.667O.D. BOTTOM� RAIL (TYP) BACKSTOP PROFILE 46 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 S ' 00 INSIDE 47O.D. POST) -Y4"THICK I REINFORCII GALV. STEI BAR (TYP) NOTE: INSTALL SPLICE 47O.D. POST POST OVER INTERNAL COLLAR/INGI REINFORCING FLAT BAR GALV. STEEL AND WELD SPLICE POST SPLICE POS1 AT ANGLED JOINT. BACKSTOP — 15 DEGREE SPLICE POST CONNECTION DETAILS , » » ANGLED CENTER SECTION OF BACKSTOP 470 D. POST (LEAN 10.7287- TOWARDS FIELD) 9V192oxelliftI NOTE: BEND ENDS FOR KNUCKLE SELVAGE ON ANY CUT FABRIC (TYP) 4/ 1BACKSTOP c4.3 POST AND RAILS (TYP) �4 0.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 LEAST TWO FULL TURNS OF TIE WIRE AROUND CHAIN LINK FABRIC. FENCE FABRIC (ON � 1-1/2 = 1 -0 ON FULL SIZE (30 x42 ) • BEND EXPOSED ENDS OF WIRE TIES TO MINIMIZE HAZARDS TO INDIVIDUALS AND CLOTHING. FIELD SIDE, TYP) __ (2 OR 4)2x12 PRESS. TREATED WOOD BACKSTOP BOARDS BOLTED TO 0 2 4 8 n n *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). 1.66"O.D. RAILS NOTE: ALL RAILS SET FLUSH W/FIELD SIDE FACE OF POSTS TYP) 4O.D. BACKSTOP POST B� FENCE FABRIC ON - FIELD SIDE, TYP 1.667O.D. RAILS =;; ; 3»x3»xY4» GALV. STL. ANGLES, ANGLES p '3' 47O.D. 1.66"O.D. RAIL---' FENCE POST/RAIL NOTES: (SET ALL RAILS N ; ; WELDED FLUSH WITH FIELD SIDE FACE s�E� �� ANGLED 15. (SET FLUSH • SET BACKSTOP 'WING' POSTS 1-6 AND 8-13 TO FLUSH W/FIELD OF 4'O.D. POSTS (TYP, SEE 49 ) \ POST (TYP) W/FIELD SIDE SIDE FACE OF FACE OF C POST (TYP) LEAN DOWN BASELINE AT 15 DEGREES AS POSTS TYP) - c4.3 _STEP_ '2' CUT j _ NOTES) DETAILED. SET POST 7 ONLY TO LEAN IN _ \\ 7 5• -�\ \ � POSTS TYP) � TOWARDS FIELD AT 10.7287 DEGREES (SEE DETAIL). FG AT SYNTH. •� CONC. PAVING �_ CUT \TOP \ I CJP FG AT SYNTH. H RAILS TO . SET EACH ROW OF RAILS LEVEL TO CONFORM TO TURF (TYP) �`' N (SEE PLANS) TOP OF �7•5• ; , \� CON RETE \ TURF (TYP) WITH \ jB 10.7 I � LEVEL TOP OF CURB. 12 (MIN.) CONC. CURB fi o I , CURB , 12»(MIN.) _INGS (TYP) . STRETCH FABRIC TAUT (TYP). •' ^ \,� • FABRIC INSTALLATION ON INSIDE (FIELD SIDE) OF N BACKSTOP AS SHOWN ON BACKSTOP PROFILE. �- , 900 •'.� jR o - .J POST FOOTING D. RAILS RAILS, TYP) BACKSTOP FABRIC I (SEE PROFILE) FIELD SIDE I —PLAZA SIDE I -- -, DOUBLE WRAP ALL 47O.D. POST WIRE TIES (TYP) I' o __ ATTACH ALL RAILS I _ 1.667O.D. TOP, MID, TO POSTS WITH I OR BOTTOM RAIL, ALL OFFSET BANDS SO I RAILS TO BE SET COUPLINGS AND A FLUSH W/FIELD SIDE RAILS ARE SET FACE OF POST (TYP) FLUSH W/FIELD SIDE OF POST (TYP) (TYP ALL RAILS) 1-1/2- = 1'-0" PAINT ALL FLAT BAR TO MATCH POSTS (TYP) TOP OF CURB / LOCATIONS WITH 4 ° ° BACKBOARDS PAVING = 425.04 (FG FIELD=425.00) 2"xY4" THICK GALV. FLAT—/// I" "I 10 On TYP BAR, LENGTH AS REQ'D FOR 2 " ( ) �I C UNLESS NOTED �I OR 4 BOARDS, WELDED TO _ J;;L FIELD SIDE OF POST TYP (FOR 2x12 PRESS. TREATED DRILL �'is" HOLE AT BASE OF BOARDS, SEE 48 SIMILAR) I III III I I III III i EACH POST ON FIELD SIDE I" "I I I I•• ..I (TYP) NOTE: DRILL HOLES THRU POSTS AND SLEEVES III I I I III °I I AFTER ALL POSTS AND RAILS 648'�BACKSTOP POST I I" _ �I I I I� _ �I I ra i J FOOTINGS TYP ' I I I I 1 41 I ARE INSTALLED 15• LEAN ANGLE a\ (TYP ALL BACKTOP - ' WING FENCE POSTS) a\ NOTE: NO RAIL AT THIS HEIGHT FOR 47� BACKSTOP POST AND RAILS 3/4" = 1'-0" ON FULL SIZE (30"x42") (AS VIEWED FROM FIELD SIDE) 0 4" T 16" (4)2x12 PRESS. TREATED WOOD BACKSTOP BOARDS BOLTED TO 3" x3" xY4" GALV. STL. ANGLES, ANGLES WELDED FLUSH WITH FIELD SIDE FACE OF 47O.D. POSTS (TYP, SEE 49 ) C4.3 CONC. PAVING (SEE PLANS) • P' — _ POST °. o_.: :j... �.::.•. o ,'rR:_�a°�� FOOTING 38 FIELD EDGLI 38 FIELD EDG 1 I.. — i_ . %;:..j• .;;. ,.�., a.. c4.2 AT 12 -� + ' .L:>" �I 4" O.D. INGROUND 4 :• : I�1_15 ' '�' SPLICE �.2AT 12 CONC. _�VA CONC. Fq CURB ,-...b .; , '. n _ i i POST (TYP) » » :.•' . . , .:... >; DEGREE J SPLICE CONN. : �• �.r.:.; ;�'I '.. ;, CONN. CURB cc>I : ; : » » — 24 DIA. x 72 DEEP 24 DIA. x 72 DEEP ::..; .•X.::1';.::`� •:`I+'I;•': i '� �_ (SEE DETAIL) - = CLASS 4000 CONCRETE - CLASS 4000 CONCRETE t .. h 1. » 4 O.D. =1 BACKSTOP POST FOOTING, » i I 1 I— 1 11 BACKSTOP POST FOOTING, III—i CENTER ON 4 O.D. POST 24" CENTER ON 47O.D. POST STEP '1' STEP '2' STEP '3' INGROUND 24" LOCATION (TYP) LOCATIONS (TYP) INSTALL 4" O.D. INSTALL 15 DEGREE INSTALL 4" O.D. COMPLETED POST INGROUND POST SPLICE CONNECTION ANGLED POST INSTALLATION BALL PASS NOTE: PROVIDE (1) 6" DIA. HOLE IN WOOD (SEE DETAIL ABOVE) BACKSTOP POST FOOTING BACKBOARDS FOR BALL PASS BETWEEN POSTS 5 & 6, VERTICALLY CENTER BALL PASS BETWEEN TOP TWO BOARDS (TYP) NOTE: INSTALL 15 DEGREE SPLICE CONNECTION IN SLEEVE, ORIENT ANGLE DIRECTION FOR POST 7 ONLY PER PLANS AND WELD TO SLEEVE WITH CONTINUOUS WELD AT JOINT. INSTALL ANGLED BACKSTOP POST ON SPLICE CONNECTION AND WELD WITH CONTINUOUS WELD AT JOINT, BACKSTOP POST FOOTING FOR PAINT ALL WELDS TO MATCH POSTS. POSTS 1-6 & 8-13 (TYP.)BACKSTOP POST INSTALLATION STEP ELEVATIONS 48 BACKSTOP POST FOOTING SECTIONS C4.3 ;m;..,�� 1/2" = 1'-0" ON FULL SIZE (30"x42") (UNLESS NOTED OTHERWISE) 0 6° 12" 247 c;u 15 I V MAI l:fi 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 47O.D. SOCCER SCREEN POST (TYP) NOTE: MIDRAIL NOT SHOWN FOR CLARITY ...� � �-Y4" MAX Ln 1 L 1 INL. J.d. ..,EATED WOOD BACKSTOP (TYP) 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) 49\ WOOD BACKSTOP BOARDS —ELEVATION AND DETAIL C4.3 ;m�1/4" = 1'-0" ON FULL SIZE (30"x42") (UNLESS NOTED OTHERWISE) 0 6" 127 24" SECTION AA (TYP) T = 1'-0 ON 0 1" 2" 4" FULL SIZE (30"x427) DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) r^ C C m E v J of rn O w NN N n N Q � co f9N • � mp Q`c V � � Q. 88 = L-T rr1 U@ C � wa 3 A4f��� J(n N3 N Q m N N 17 N o o (n W U Q M ~ Z O z N 0\ L-Os. p � �0 WKZ \ wZNQ z� F W FNU < ino Q U� = J V) X w �11■1 s~ � Cn � J � O Q � 0 W a 06 '—'Cd Cn Z 0 c U a w co W C� Cn FRI nsoi SCALE: NOTED CADD filename: R: \DRAWINGS\l7501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—C4.1—C4.7.DWG // Plotted. 1.18.22-12:54 By(sjensen) BID #: C4.3 R-419524 Sheet 24 of 40 Ln 1 O LLI F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE V. c ° "" p _ a° 4 ° - a a ° ..p CV qG p C V 7. 7 p N V. 53 55 DUGOUT & ROOF 54 DUGOUT a ° A. " SUPPORT SECTION �.4ENDWLLc4.4 °' a� . .4. ELEV.. a ' STORAdEq a WABASH VALLEY : a. p p a p ° c4.4 SHELF �N�.o-�^ , a ..- .°•. a�..� p TRASI+ RECEPT. a aa ° ° DUGOUT hXa0o pP"apP MODEL # llR310p °7 P=42�.17(YP POST & SCREEN ai °a .. pvav °aav P 42•17 (TYP) V v ° . v� ° ---------- ---- -- --- ----- --°°v XPX ° V. a.Qa v v'r�a. ° .° . N° av " .° v" a� aX a p °.. c . a a- ° - v v1 + d�IbI °°'":v p" v ..o v TSHv °Tc° a• a . °� EDGE OF a DUGOUTS v vc °.- a.. va. .. v °: a DUGOUT ROOF a o a-�'a- av•°" p °BEN a ;° ° . ..a a v �°° v '� °°_. : vc ° �."° v ° v . 12 ° "a d :p 4- a�-�•• ° a. : N "a."a aIv ° N °GRATE-424.99(TYP) ° 57vBATTC a '- .. P°425.00(TY P) -1 =aR ° TC C:°° - . : \ ° Vv RACK Q4 7 "° p V. �a- °.- vI vp a" °I °-a' °'- v v .. .a < 77 0. • '� ...9 -Pp- .'b :°'.- va .:,1'II.av •.. -p : ♦°v:�c.a" aar ' .' fa. ' cv• ,°` - -° •" .p.. :v - - -a�:: -a. • •p'° "-��"-µ--- -a� r-°a La•�." - dia : • ."-v r.�`�-. iar '.. ',_ •Qw'4 ra-••.. •a•.p'. ' v " �X a TX•r�X�XmeX1 X -X�X C+ X -° T.�- �X_ ,•T-- .-d°..T-rX XX ...........:10-0 TYP I '».............. '_.........'-0»:::.......:::: CURB.1010TP=425.04 ::..TP=425.04 TY Isr FENCE FABRIC FG FIELD=425.00 TYP ........... Yv 0� FG FIELD=42T NOTE: 4BACKSTOP POST FOR DUGOUT ROOF I 47 BACKSTOP POST c4.3 FOOTING TYP FRAMING SEE 52 i C4.3 & FOOTING TYP ANGLED c4.4 DUGOUT ROOF 20 -0» (DUGOUT AREA) OVERHANG (SEE DETAILS) si DUGOUT PLAN VIEW 'ENLARGEMENT' C4.3 31T = 1'-0" ON FULL SIZE (30"x42") (NOTE:FIRST BASE LINE DUGOUT SHOWN, THIRD BASE LINE SIMILAR) .0,) 0 E" 16, 32" 1 0'-0» 9'-8» 2 2 � � 2x6 GALV. STEEL ROOF PURLIN END/FASCIA (TYP) i DUGOUT ROOF SUPPORT -_ POST (BEYOND) 2x4 GALV STEEL 20 GA. CORRUGATED STEEL ROOFING ROOF SUPPORT PANELS ATTACH TO FRAMING WITH PURLINS AT #12 x 1" LONG TEK SCREWS & 307O.C. (TYP) NEOPRENE WASHERS (SIDE LAPS SHALL BE SECURED WITH #12 x Vi LONG TEK SCREWS & NEOPRENE WASHERS), SPACING OF ALL SCREWS 2x6 GALV. STEEL PER STEEL ROOFING PANEL ROOF SUPPORTS --ELEV=433.21 ELEV=433.21--C MANUFACTURER (TYP) (TYP) 1.66'O.D. TOP RAIL, SET FLUSH �' W/PLAZA SIDE FACE OF POSTS 10'-o" C-' r 9 GA CORE WIRE BACKSTOP MID I 4" O.D. ANGLED ROOF I FABRIC (TYP) RAIL (TYP) SUPPORT POST (TYP) 1.66'O.D. MID RAIL, SET FLUSH DUGOUT BENCH & SHELF CW/PLAZA SIDE FACE OF POSTS BACKSTOP (SEE SPECS), SURFACE 56 DUGOUT ROOF POST (TYP) MOUNT LEVEL AND PLUMB C4.4 POST MOUNTING PER MANUFACTURERS RECOMMENDATIONS TP=425.17 TS=499.50 28 CONC. AT FIELD TC=425.04 c4.� PAVING 12" (MIN.) � r� /,-GRATE=42 �U.....�` U1 a _-_- -_ - �`I T DIA.x36" DEPTH CONC. FOOTING AT EACH POST =1 I I-- 4 • -I I I (SEE DETAIL 56 TYP) DUGOUT ROOF CONSTRUCTION NOTES: c4.4 • ROOF SUPPORTS - 2x6 GALVANIZED TUBE STEEL; BOLT 2x6 TS ROOF SUPPORTS TO 4O.D. BACKSTOP AND ANGLED ROOF SUPPORT POSTS WITH TWO (2) Y8" 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 - 47O.D. GALVANIZED STEEL, BENT (4;'4" ABOVE BASE) AT 15 DEGREE ANGLE TO MATCH BACKSTOP POSTS; WITH WELDED Y2" STEEL PLATE MOUNTING BASE (SEE DETAILS); BOLT 2x6 TS ROOF SUPPORTS TO 47O.D. POSTS. • TOP, MID AND/OR BOTTOM RAILS - 1.66'O.D. GALVANIZED STEEL; COUPLE TO 47O.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. K*5'_�5DUGOUT & ROOF SUPPORT SECTION 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) �.46„ 127 7 52 DUGOUT C4.4 ROOF FRAMING ELEV=433.49 10'-0" 10'-0" 6V4 7Y4" I32YI6"t I36%s"t 43Y8"t j DUGOUT ROOFING i 6„ _ _ _ _ _ ELEV=437.42 27 - --ELEV=436.90 43�8' f LEV=435.40 ROOF SUPPORT POST (TYP) SEE PLANS NVA ft#kDUGOUT :• • 4 O.D. ANGLED EXP. BOLTS, / ROOF SUPPORT NUTS, & POST (TYP) B WASHERS ' CONC. / 10" 0. D. Y2" STL. (EQUALLY 0 O MOUNTING PAVING SPACED, TYP) 0 PLATE (TYP) /� �'- ,. p, .II•. it 47O.D. T oc POST 0110 0 0p i EXP.BOLTS - p - =1 �.�,���:�;.:;::��•._ � - (TYP ) _ A =1 Y2„ STL. CONC. POST '` ' MOUNTING I » FOOTING • PLATE (TYP) 5 f g 10 SECTION AA MOUNTING PLATE -PLAN so = 1,-Cr (4)!'s" 0 x8" 10" 0. D. Y2" STL. 15' EXP.BOLTS (TYP)p MOUNTING 4"O.D. ANGLED p PLATE (TYP) ROOF SUPPORT » O.D. POST (TYP) f 10"O.D. Y2" STL. 1.66 O.D. ,...,4 RAILS (TYP) A POST -H ^ I / MOUNTING PLATE, WELDED TO BASE A p. > ®:::.. A OF POST (TYP) " --: - p A. • p. R .. . p •' I ••.p . I ° p A. I CONC. POST >:: :.:.~ ,r.: :. FOOTING r ::• >. ' .11 �t.. <1i QN-SHRINK ....a.' r i �p . iA-A ""GROUT (Y2"f ) PLAZA SIDE POST -PLAN SECTION BB (a TOTAL PER ouwur) i-i/r = r-v ss DUGOUT ROOF POST MOUNTING DETAILS C4.4 �„ E� " 3/4° = 1'-0" ON FULL SIZE (30r x42") (UNLESS NOTED OTHERWISE) .) 0 27'-6" (DUGOUT ROOF FRAMING) �2x6 GALV. STEEL 2x4 GALV STEEL 2x6 GALV. STEEL 2x6 GALV. STEEL ROOF PURLIN/END ROOF SUPPORT ROOF SUPPORTS ROOF PURLIN/END FASCIA (TYP) PURLINS AT (BOLTED TO FASCIA (TYP) 30"O.C. (TYP) POSTS, TYP) K*5'_�2DUGOUT ROOF FRAMING -PLAN VIEW �.4I�..� 1 /4" = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 48" iii iu IN 11 III III III IN III Ill III IN IN, � ' 1111 III 111 I11 111 III 111 I11 111 i 111 I II 111 III 111 III 111 III 111 III 111 III 111 I - 1111 III 111 I11 111 III 111 I11 111 III 111 I � II 111 III 111 III 111 III 111 III 111 III 111 � 1 • � 1111 III 111 I11 111 III 111 I11 111 III ul I II 111 III 111 III 111 III 111 III 111 III III1111�- -•• 91mIpu�ImlluyP LII.pI °9101IPnlpu1l11 - ' ri1i�101111 i�i1i111011 i�i�i�i�i�i�i� - • • - - • - .. • 1 �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/' :. ' - • 1 ' 28 CONC. PAVING 56 DUGOUT ROOF c4.4 POST BASE (TYP) 54 DUGOUT END WALL ELEVATION �.4I�..�� 1 /4" = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 49' 10'-2" (FIELD VERIFY) 9'-8" (FIELD VERIFY) "Y2 3Y21 CARR. BOLTS (TYP) Y2 Y21 " GUSSET (TYP) IY2" 1.66 O.D. MID RAILS (TYP) ' I I I c') � R=2" R=27-/ �4O.D. BACKSTOP POSTS PLAN VIEW 1" - 1'-0" ON 0 3" It 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 47O.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 r5_5 BAT RACK DETAILS C4.4 % SCALE : AS NOTED C 1 ' I C 4" 4,�'4"LIP ' EASE 711- - _ - ALL EDGES PARTIAL PLAN 1" = 3" ON 0 4" 1 W 3" FULL SIZE (30" x42" ) 3Y2" R=Y4" (TYP) J CARRI E BOLT HO N CARRIAGE BOLT HOLE 2" Y4" THICK ( N 27) METAL GUSSET PLATE, WELD TO ANGLE, 5Y2" FROM EACH END AND 20" O.C. (6 TOTAL) SECTION CC 3/4" = 1'-0" ON 0 4" 8" 16" FULL SIZE (30" x42" ) r^ C C m E v J of rn O w NN N n N 1^ o LL N Q`c U � Q: � rT, rr1 U@ MMn\JJ �'a C � 3 J (!) N3 N Q m N o o � � ILL] Z Y LL1 M ~ Z O Z N 0� \ LL o ZzNQ z\ Luz� F W \} J Wz FNrJ (n�J� Q Ij U� = J V) w �11■1 m m � Cn J � O Q 0 +) W ;-10 0 a •� 06 '-' Z 0 � c U a w CO W F_ 601 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\l7501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C4.1-C4.7.DWG // Plotted: 1.18.22-12:53 By(sjensen) BID #: C4.4 R-419525 Sheet 25 of 40 Ln TOM O W 0 / I BENCH ON CONC. kwwm HJ 1mv i r-UI �lirl ASPHALT PA SEE PLANS - A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE \ \ O r6_6 BASKETBALL COURT AREA — PLAN ENLARGEMENT �.2 1" = 10'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10' 1 Y2" COMPACTED DEPTH CLASS 3lg" 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 a 2N o)'p0O0ppppO000OoppO0o O0pp°pp0pQ0aOOoppp o O0Op°pppO00o00�op0o00a0�o��oppo°OppO�OO�°p0p OOO�p�OppoOOo��o�QpO0Oo��00pO 0p0 0Op N 000o00 00 0o000°o0°00 00000 0 1000'00�0pO 000 p00 0 00Q0°0-00000pp 0 ° 0;O0p00a000�p R pO� �p°pp0°pop Op O°00p°pop°pop jo00pp0p0p0pppOOppp 0o00opp0ppo0°°00ao-o-po0Oo0a°pO0po0p0o°00°0pO00op 0 0 )°0p°p000°p�p00ap°°pOpOpp0p0°o0000o.p°°°0Op0ppO00o0op0opa0°° 0' 0p0p --'�-' { NOTE: SEE LAYOUT DETAILS 60 FOR PLAY AREA COLOR DELINEATIONS �'S s� BASKETBALL COURT SURFACING C4.5 2" = 1'-d' ON FULL SIZE (3d'x42") 0 1 Y2" POST CAP 1.667O.D. TOP RAIL 9 GA. 1 Y4" MESH CHAIN LINK FENCE FABRIC (ON COURT SIDE) (10 �I 3.57O.D. GALV. STEEL FENCE LINE POSTS a_`" 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) I 'n 1.667O.D. MID & BOTTOM RAILS TOP OF 6" 12" 4'-0" TRANSITION SOD EXISTING 11- 2" TO ADJ. GRADES ASPHALT ' SL 4" DEPTH TOPSOIL I II I I °O� J Oo ° 00p 1SAWCIUT �(ISTIN dVING EDGE 67t #4 REBAR�T I '- FROM CENTERLINE OF FENCE, INSTALL CONT. _ ��� \ " EXISTING I� NEW 12 WIDE x 12 DEEP CONCRETE FENCE POST \��� MOWSTRIP W/JOINTS AT EACH FENCE FOOTING- POST, MATCH TOP OF NEW MOWSTRIP WITH TOP OF EXISTING PAVING MATCH TOP OF TOPSOIL TO TOP OF =III=111- MOWSTRIP (TYP) 10' HIGH CHAIN LINK FENCE AND 64 CONC. MOWSTRIP AT TENNIS COURT C4.5 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" BASKETBALL HOOP & BACKBOARD, MOUNT PER MANUFACTURER F -- I��I I I I I I I '-0" 4 N STEEL BASKETBALL m HOOP POST, SET , r LOCATE POST PER o PLUMB I MANUFACTURER'S FINISHED GRADE I RECOMMENDATIONS ASPHALT COURT 2" WHITE COURT SURFACING I PAINT STRIPE Op 0°O OOp OGp O O O p 000pvO0p0� O O Q0000p OODp O O p, °. �' Op°0 pOp0pOpp•'p0v..pO�-p p.:Opp 0-no-K. 00 00 00 O O _ -� I I—III—� CLASS 3000 �— - = CONCRETE FOOTING I� �,-:,#4 _ -I� 77 NCHORA (9" LONG)- i �� FRONT VIEW �- SIDE VIEW 62 BASKETBALL BACKBOARD POST C4.5 I�'..�� 3/8" = 1'-0" ON FULL SIZE (30" x42" ) 0 8 16 32 SET TOP OF GATE AND FENCE RUSH (TYP) 3.5"O.D. FENCE POST SLEEVED OVER EXISTING POST AT GATE LOCKABLE GATE LATCH MALLEABLE FORK LATCH (INSURE FREE WRIST SWING SPACE) ss\ SINGLE SWING CHAIN LINK GATE C4.5 1 /4 = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 46' 12" 24" 1/2" (T 4 o.0 4 A C f ss\TENNIS COURT AREA —PLAN ENLARGEMENT C1.3 ;�;..,�� 1" = 10'-0" ON FULL SIZE (30"x42") 0 2.5' 5' 10' " SCH 10 PIPE (5.56" OD) 1" REVEALS (TYP) I010h.w. 0;3'.TIAFf►Mmm15611b LOCK WELL -FG FLUSH (TYP) 4-1/2" OD HOT DIP GALVANIZE D RECEIVER 1/2" HOLES FOR #3 REBAR IF REQUIRED REBAR BY OTHERS 2" MINIMUM RECEIVER MUST I3E INSTALLED IN DRAINAGE ROCK NO CRUSHED ROCK OR MINUS 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. ..• °... R. 1' r O i • f CONCRETE° P#0NO. •' _ > (SEE.: PLANS) : .. ,y '• Ot. �•, , �•' •6•. ,. •.•: ! t. •O'er. II 1 Y2" SDR9 WATER' = J DRINKING FOUNTAIN WITH SUPPLY LINE JUG FILLER (SEE SPECS) 10DIA. VALVE BOX FOR 1 " V v " PLAN VIEW ISOLATION VALVE AND REDUCER THICKENED O COMPACT SUBGRADE UNDER DRINKINGU INI1 11 — =1 I I=1 I P TO 95% OF MAX. - DRINKING FOUNTAIN WATER DRY DENSITY (TYP) SUPPLY LINE 2" PVC DRAIN LINE TO SEWER SECTION BB 67 DRINKING FOUNTAIN INSTALLATION DETAILS �.2, 1 /2" = 1'-0" ON FULL SIZE (30"2" x4) „ C1.3,C4.2,C4.6 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) r^ C C m E v J of rn O w N N N n N Q � f9N LL • N mp Q`c U � p C) !E ,i E WW O C' a Z m rr1 U@ w 1 MMn\JJ �'a C p 3 J(n N3 N Q m N N J N >�> 0 6LU 0 w (n 0 � Q Z Y � m m U Q M H Z N LLI O Z N 0\ �OED \ O�W� -o� zo W \} J Wz FNU ¢ cno (n<Jo Q U0 = J V) a_ W �11■1 ly � Cn J � O Q G W 4,0 a •� 06 ~ Z O � c U a LU A�` W P4 _ / .,..� W C� U) .Aj..,l 1� nsoi SCALE: NOTED C4m!5 R-419526 Sheet 26 of 40 CADD filename: R: \DRA WINGS\ 17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—C4.1—C4.7.DWG Plotted. 1.18.22-12:53 By.(sjensen) BID #: Ln 1 0 LLI F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE _ e x ' CONCRETE ' SCORING 0 D' D p e � WORK. POINT FOR .s .. ° D . RESTROOM AREA ° a D A'. : ' p CONCRETE too-000t0000000io0000.007:0000000� eoeo oe000000e00000000e eeeeee 0000 00000000000000:00 000000 ° D .• ! 000000e00000000: eo:oo0 eeeee:oe0:0e0eeoeoeeo PAVING N e D ooe0000e00000000S eoeoee D ° e '.° 0000000000000000 000000 i' ePARK RULES SIGN SPACE FOR° p: FUTURE RESTROOM ! 00 c000000°e°°°e00000000000.0.000..000�000 0 SEE S EC : ° REINFORCED CONCRETE SLAB : eo°00000000000eeeeeeeeeeeeeeeeeeee°ee°o0c 0000 c0c e D `t • ° ° 00000°0000000Oo°o°000O0o°o°0°0°0°0°0°0°0°0°0°0°0°0°0°0° °o°o°o°o°o ' D 'O �. STRUCTURE I.I.C. ;,' �\ .\ ° \.\` l D el.. o00000 eec000c 000000000e000000000e000000oe 00.0.00 000000 AT RESTROOM STRUCTURE eeeeee eeeeee eoeoee 000000000 00U0000000000000000-00 000000000 eeeeee '� S \• d .p 0000011 0 OOOOOOO003 ee0000000000000000001e 0000000000 ° 000000 D' / / / / / t i • 't.'.\• '° 4 000000 000000000i oioo°Oo0°o°0°0°0°0°0°0°0°0°0°o°000io i°o°o°o°o°o°o°o°o°o eoeoeo ° ° a \ 000000 0000 0 o Ooo 00 eoeoeo D �... p: t� (SEE SPEC) eeeeeeeee eeeeeeee D •° . 000000 0000000000 0000�� 0000000°08�000 0000000000 000000 °o°o°o°o°o°e 0000000000 000o a o000000-00000 °0000000000 00°0°0 D / —... —. D' o00000 °o°o°o°o°o°o°o°o°o°o °o°o°o°o°o°ooeoe°o°000e°0000000 0°0°0°0°0°0°0°0°0°0 00000e e / / / / / / / / / / / / _ • { \ ' ° ° ' 000000 0000000000000000000 °0°0°0°0°0°0°o°0o°i •ee0°o°0°0°0°0°0°0°0 0000000000 1000000 ° p ° Sd / / / / / / / / / / / / / / / / / / / / - _ _ ° ; •' ° — .S ► eeeeee .O.000000000 .eeeeee °o°o°o°o°o°0 0000000°0°0°0 °o°o°o°o°o°o°o°000eeos o0000000 °00000°000°0°000°000 d ' . ,e m o00000 °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°000e°o°o°ooegoy°o°o0°0°0°0°0 °o°o°o°o°o°00— �000000 000000 D 00000000000 000000e00000000000C0000 000000°` 1°00000e °: , 4 000000 000000000*0 0O000°o00000000000e0000 000O i°00000e '► .D' A. ► ° e00000000000000e0eo = °c 000sseo / / / / / _ ° ♦ ° ° 000000000 i�10o0o0000000o0o0oeee °0°0°0°0c eeeeee 0o ee000000000000000000eo 00000e o000000 • / _ _ ` .. ° , 0....0 000000000° °0000, i000000 TEE WITH CAPPED T D 00000e '00000e ° . A o00000 00000000 00000000000000000000000000 00— 00000e b °' 'p o00000 ° 00000000 0°00000000000000000000000000°0°0 °o 000000 — _ END FOR FUTURE F� .. D ° 000000000000000000000000000000 0 o000 fl e p. . / / //// / / / / / /� ° RESTROOM' �/S ° e a.. CONNECTION. D 1 e ` DD '► s '` a D� 000000 00000000000000000: 000000 A. D D': D D° D ° 4 D D D. eoeoeo 00000000000000oeo0 eoeoee 00000e 00000000000000000e 00 0000 000OOO 000°0°0°0°0°0°0°0°0°0°0°0°0°0°0000 °o°o°o°o°o°o Db ° 4 D o 4_ °. D D .a n D ° OQeeee e00000 eoeoeeeeeee eeeeee .r a `ps .. . ° 4. - 'p A. \\ �j�-/J ... ° ° D°..A. PICNIC TABLE ` o :. ° D (SEE SPECS) °, PLAN VIEW STANDARD TABLE SHOWN FIXED PICNIC ADA TABLE IS SIMILAR ___--J / / /' / / / / / -- TABLE CONCRETE PAVING SEE PLANS CONCRETE PAVING =oo., -°v., ov-O°v-o UZOoOz OY-p 0"-o UZ ov- O"-o0� -°°" °v-o- O,. -ou.- Ov-o°„-O O.: -Ov" Ov-op,.-O°., NOTE: -°OV 0uZ °Vv O'-°°=°V V °=pOV -°V ` °v=°v-°°=0 YZ °vV °V -pO O0 U,V °V VpOt'O oQz °V v °v-°°v °°v ° NOTE: INSTALL TABLE & _—� _ _ _ _ _ _ _ _ 1 1 1 INSTALL TABLE & BENCHES PLUMB AND —' i =I I i =_ _ _ _ 0 NTE� WIT SU ACE BENCHES PLUMB AND MOUNT FRAME ADAPTERS LEVEL PER MFR'S _' FRAME ADAPTERS LEVEL PER MFR'S 2 PER TABLE (TYP) RECOMMENDATIONS ' '—' i—i '— — 2 PER TABLE (TYP) RECOMMENDATIONS SECTION SECTION 72 SQUA RE PICNIC TABLE DETAILS 73 RECTANGULAR PICNIC TABLE DETAILS �.6 1 /2" = 1'-0" ON FULL SIZE (30" x42") �.6 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" 0 6" 12" 24" 4. A SURFACE MOUNTED TRASH RECEPTACLE. NOTE: INSTALL PLUMB AND LEVEL PER °� . MFR'S RECOMMENDATIONS Q NUT &WASHER ' LID OPENING SHALL FACE ° a d �I ;� \ \\�� �, _ \,, , _ _ �, �/_ �,t FIXED BENCH PEDESTRIAN TRAFFIC / , i I , . Y2 DIA. GALVANIZED > j , ` / I i y —\/ • THREADED ROD PAVING a a . ° C>/, — ���� / / ��/ — �' i ° �. SEE PLANS NOTE. FOR B I -� — ; �l CON. PAVING ( ) ° d H ON ° —' i ' / , / \� y �% ' %\�\� - �� d d a 28 CONCRETE TRASH RECEPTACLES `� j� — = // ®oo �' , ' / / _ a . �\. C4.1 PAVING OR GRASSIN PAVING a . C NC: �. t OTHER _ — I • SEE PLANS "----------------- ' ° • d• ° .`', . " � t ' o ° ' � ..' �� � � ( 12 MIN. I I 12 MIN. PROVIDE A CONCRETE aTHAN CONCRETE, 1171 t� , / g\A' • - / _` \ SEE PLANS II II ° .. PAVING ANCHOR SLAB ��'� �\ . ! o0 00 o00p0p00000 0000000 00000000 ° 0°°0 oo00aa00o°00° eooeo°00UNDER AND 12 MIN. _ _ _ _ _ _ _ °° °° °° °° °° ° °° °°v °vV°°V °° ° ALL AROUND OUTSIDE O \ b d. \ O u o�- 0� ° ou °� o° ° o° 00 °° °° oo °° o0 00 0° o° o° o° o° o° o o° o0 0° o0 0° o0 O a ° ° ° ��I /i 'C I _ _ �� \/ '\ \ ° o I I NOTE: 0 o O o 0 0° o° o eoo 000 00° ooe000°° °eoo° 0°00pOOo°eoo°eoo` �. d a / oI,_ I — — — BLE OF TRASH RECEPTACLE. _ _ _ _ _ INSTALL TABLE & � � � \ / � '� ` / ` ' ` � �� �' �� � � — — — — —SURFACE MOUNTED PER BENCHES PLUMB AND EXPANS�b� � a 30 PLAY R : -Iz� 7 _ �l `\ �1/ d BOLTI—I i I —I I —I I TYPICAL OF 4 c4.� CUNT'. RAMP ' i; �' �� I — �`/ /„ I // = I _ ° °—�—� ; MFR'S RECOMMENDATIONS LEVEL PER MFR'S ( ) VING d d I �� _ �,�. ,P RECOMMENDATIONS ANCHOR ASLAB J _ SECTION \ ° R C RB / - �-' - SURFACE MOUNTED a' . DRAT � � ° ' - a •, � — � / ` ��' `'' �'� —'I' � �S E ►74 BENCH WITH BACK("75 TRASH RECEPTACLE 1 2" — 1 0" ON FULL SIZE 30" x42"1 — 1 0" ON FULL SIZE (30" x42" ) �.6 / ( ) �.6 \ \1 0 6" 12 24" 0 3» 6" 127 CONCRETE SCORING - WORK POINT FOR PLAY- AREA IS CENTER OF -RAMP U-1 . N v 71� PLAZA AND PLAY AREA - PLAN ENLARGEMENT a.3.,) 1" = 10'-0" ON FULL SIZE (Vx42") 0 2.5' 5' 10, HOOP STYLE _\ BICYCLE RACK, INSTALL PLUMB & LEVEL W/S.S. HARDWARE PER MFR'S. INSTRUCTIONS (SEE SPECS.) 28 CONCRETE C4.1 PAVING .. p ,. I I D. • 1 1 ... - . e-. .. A O o0 00 Oo0 ( po Op o00 op0 op0 00 000 oO0 000 op o00 p00 op op Oo0 op —III—I I I '� 76 BICYCLE RACK INSTALLATION �.6 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) . . � 0 6" 12" 24" SITE FURNISHIGS LEGEND l f 72 r 6 SQUARE TABLE / C4.6 6' SQUARE ADA TABLE 72 SITE FURNISHINGS NOTE: PLACE ALL 73 SURFACE MOUNTED FURNISHINGS 8' RECTANGULAR TABLE WHERE SHOWN FOR APPROVAL c4.s BEFORE SECURING TO CONCRETE. '73 8' RECTANGULAR ADA TABLE c46 BARBEQUE 77 HOT COAL BIN (SEE SPEC) 6' BENCH W/ BACK AND ARMRESTS 74 i p TRASH RECEPTACLE 75 i c4s BICYCLE RACK 76 C4.s DRINKING FOUNTAIN 32 C4.1 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 ZY4' STEEL NOTE: INSTALL HOT COAL BIN PLUMB AND LEVEL PER MANUFACTURERS RECOMMENDATIONS. �391is" I.D. SLEEVE ANTI —THEFT LOCKING BOLT � 281-1 CONCRETE N ALLOWS CONTINUOUS ROTATION c4.1 PAVING 3Y2" O.D. PEDESTAL N. 00000 0 0 00 0o OO 000 0 000 00 o°°0°°00 0000 000 00 00 00op°0 OO 000 00 00 00 00 0 0000 0o00 0000 °0o eoo ° 00 o °0p oDl-D°O o °) o' 0 0° o0 0 00 00 0° o° o° o0 0° o 00 0° o0 00 0° o00 00° o eoo°eoo° u 0°° o°eoo°°oo� ° I C I —I � I —III —I � I —I � I —I � I —I � I —I � I —III —III —I � I III —III —I � I III —III —III —I I —III —I � I —III —III —I � I —III —III —III —III —I I I SURFACE MOUNT WITH HOT DIP GALVANIZED OR STAINLESS STEEL FASTENERS PER MFR RECOMMENDATIONS 77 SURFACE MOUNTED BARBEQUE AND HOT COAL BIN C4.6 ro..,� 3/4" = 1'-0" ON FULL SIZE (Vx42") 0 4.5" 9" 19, DEVELOPMENT ENGINEERING jchavez 03/17/2022 a7 m w NN a ° o - a� U o 1 W r r1 O � zm U �p Cl� 1, C O 3 Q m N IC 7 o Ln W Z Y W U Q to ~ Z 04 Z v7 0C4 L,-OC, �o �\ Luzz W "\} L, z FNO ¢ cno (n�J� Q LLI U� = =I V w 111111 � J Q F— G O W a 06 '—' Z c U a w V C0 W F_ C4m6 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\l7501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C4.1-C4.7.DWG // Plotted. 1.18.22-12:52 By.(sjensen) BID #: R-419527 Sheet 27 of 40 Ln O W H / r mvwo i Rill- (TYP) A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE ~' I IDE PARK FENCE Y87 EXP. JT. 8» \ EXPOSED HEIGHT Y4" CHAMFER TYP. . ..• IF \ VARIES (3 -18) 2%° FINISH GRADE AT PLANTER .�j W FINISH GRADES I I AT SIDEWALK . • ` 8 ° (3) #4 CONT. TP=415.61 %iW=415.29 TP=415.04 78\ UNION AVE PARK ENTRY AREA —PLAN ENLARGEMENT C1.3 rm�� 1" = 5'-0" ON FULL SIZE (30"x42") 0 2.5' 5' DEVELOPMENT ENGINEERING jchavez 03/17/2022 Sil 15 CI OF RENTON c3.3 STANDARD SIDEWALK 2 2 N 47WIDE WHITE PARALLEL 2 2 PARKING STALL STRIPING AT 25'-9" Q.C. (TYP) co ENTRY SIGN �4 00 TERMINUS ►LE BASE as CANTER OF CROSSWALK IS -CONCRETE SCORING WORK POINT FOR PARK ENTRY, RAMPS, AND SIDEWALK. I TIC =413.18f BC=413.14f TC=413.12f BC=413.08f IiP— BF —BP-9P ■ NOTE: CONSTRUCT NEW TC=413.50f PERPENDICULAR CURB RAMP PER BC=413.00t WSDQT STD. PLAN F-40.15-04, ADJUST EXISTING JUNCTION BOX TO NEW FINISH GRADE EXISTING SIGNAL POLE & CROSSWALK BUTTON ' NDARD SIDEWALK NCRETE RETAINING 3 I I ---24" X 4" X2» CONC. STEP ING BLOCKS (TYP) � o 0 s 412.81 3 � I - #4 AT 12" O.C. 4PERF. HDP �Iq — d� DRAINLINE —AIL 8" CONC CURB 7s AT UNION AVE ENTRY C 1.3 �M..,� 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 247 12» Y;' CHAMFER TYP. TYP. RECESS tO 2% FINISH GRADE AT PLANTER • ' :: : CONTINUE ONE #4 • • • , �' THROUGH JOINT h" EXP. JT. `4 AT 12» O.C. FINISH GRADE 4A#4 AT 127O.C. .. EACH WAY AT SIDEWALK EACH WAY D..",.... (3) #4 CONT. ° 4" PERF. HDP077 1 » 1 » .". Zc DRAINLINE _ j • D .• :.: IY8" TYP. — — — 27 CLEAR TYP. I EXP. JT. -� j _ �3) #4 CONT. IN WALLS _III —I 3» CLEAR TYP. WALL EXPANSION JT. (LOCATE PER PLAN) NOTE: RECESS ON SIDEWALK SIDE OF WALL 8� CONC RETAINING WALL ALONG UNION AVE SET POSTS PLUMB ao ORNAMENTAL FENCE AND MOWSTRIP C1.3 % SCALE : 1/2" = 1'-0" C4.7 1/2" = 1'-0r ON FULL SIZE (30rx42") 0 6" 12" 24" 8" CONC. CURB PLAN VIEW � r NOTE: PROVIDE EXPANSION TURF JOINT IN MOWSTRIP AT SIDE EVERY POST. 21» FINISH GRADE i —GONG. MOWSTRIP CONC. BAND 6» WIDE x 12" DEEP SIDEWALK CURB SEE PLANS FOR PAVING TYPE A �-1 \ N G RA�LT GAP �� 2 1/3 MILE iqk / N G QQ � Nis BRONZE MEDALLIONS BRONZE MEDALLION N.T.S. 8 2 BRONZE PATH DISTANCE MARKER !. �7 SCALE: 1 1Z 1'—Cr C1.1,2,3 L r ruyiv vir_vv JOINT 8" CONC. SKATE ---FOOTING DETERRENT 4 REBAR TIES ' ;"Jr r 4 REBAR TIES AT 9»O.C. I II.I:�D I II;I ; a. r'._ :�: # `L" AT T O.C. �.. .� j I I: , I I I f '.'+ �5s . _� I � •:.��� I I .I' I I I.I.' . �'._ •D • I I ..' c .I .k � , i.' �'r'' •I I i 4.1. `.I I(I EXPANSION JOINT "�''II' 1I • II'1I '' i. IEXPANSION JOINT NCV Ij A.. ,I'I r ' ° •• CONC. PAVING - SEE » ':•° ': CONC. PAVING - SEE CIVIL CONC. PAVING - SEE CIVIL '�' I �:. _ 6 » CONC. PAVING - SEE 6 :.� D hl •41 CIVIL SHEET C3.2 FOR MIN > . ' :4's'' I SHEET C3.2 FOR GRADE SHEET C3.2 FOR GRADE : ' `...: �r.'..i : �'�:. •'.�. MIN CIVIL SHEET C3.2 FOR TYP ;� �,IGRADE '� a ' i�I.I' >, ► � GRADE TYP D... ,: ji. •'�'. ,` D a .pO NOTE: NOTE: D °a' SACK FINISH FACE & TOP SACK FINISH FACE &TOP = OF CONC. LIGHTPOLE BASE al OF CONC. LIGHTPOLE BASE #4 REBAR ® 12 O.C. OVERLAP #4 REBAR ® 12 O.C. OVERLAP : • b - >; lot .'W/SEATWALL FOOTING 24" W SEATWALL FOOTING 24" - rn j 2» MIN. CLEAR 2» MIN. CLEAR j �: GROUNDING = _ — (TYP. ALL REBAR) (TYP. ALL REBAR) _� _ I GROUNDING ROD #4 REBAR ® 12" O.C. I ROD 1 I I=1 i i' ' '— ' #4 REBAR ®12 O.C. ' —� � Ii i I=I 1I 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 COUPLING TYPICAL SECTION CC TYPICAL SECTION CC COUPLING K83 SOUTH TERMINUS ENLARGEMENT K8'-4 NORTH TERMINUS ENLARGEMENT C4.7 3/4" = 1'-0" ON FULL SIZE (30"x42") C4,7 3/4" = 1'-0" ON FULL SIZE (30"x42") N Q m N NLo � � N : o o w En � Q Z Y 2 � Q I� I� U Q 0 m Q N N N LLI °�°, o 0 O O O7 O O Z w w o — z z > 0 0 0 0 ILL] 1-- 1-- W W a a e 4 -) s~ � � J � O Q G W a •� 06 '-' cn z O � c U a w a� CO •� s~ w F- JOB nsoi SCALE: NOTED C4m7 PERMIT SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\12 — REVISED BID SET\17501—C4.1—C4.7.DWG Plotted: 3.09.22-21:30 By.(sjensen) BID #: R-419528 Sheet 28 of 40 L0 O Ill H I3' CHN LNK FNC I - ASPHALT ROADWAY I6' WOOD I I I ASPHALT I I� 7M ST S84Y7'32'E 165.00' I A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE \ lam/ -Ac' z II III I f 1 v FOUND 2• BRASS DISK IN CASE cn NTH :Y; DOWN 0.6f N 0.06' EAST OF CALCULATED CENTERLINE 10210120201 STREET SIGN 33' CEDAR RP=11 I STORM CATCH BASIN RIM=416. 11 IE=413.51, 8-CONC E IE=413.54, 8°CONC W I�6' WOOD FENCE EXISTING SSMH, RIM=416.94t IE N(EX.87)=408.31f IE SW(67)=408.31f IE E(EX.8")=408.28t [I�I-SA-416' SEWER MANHOLE �`ly( RIM=416.0405 IE=408., 81PVC N IE=40778, 8-PVC S r IE=40778, 87PVC W ROW SOUTH In LADDER EAST NE 9TH S-1 -4, 1625 666 45' WYE IE=409.25 CO RIM=418.90 IE=409.34 ` PRESCHOOL.." IX III I -IRRIGATION SUPPLY LINE (SEE IRRIGATION PLANS) FIBER OPIIC MON TS70RM CATCH BASIN SOLID LID RIM=413.79 IE=410.14, 6°CONC NE IE=410.49, 61PVC S IE=409.89, 8•PVC SW �8' RP=7 �TRAFFIC LIGHT, PED. CROSS LIGHT, PED. CROSS SIGN -6° RP-6.5 'DO NOT 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 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH 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) MAY BE 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 PURITY 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 BE TAKEN FOR PURITY TESTING BYTHE 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. ti�Y o STD. PLAN - 300.0 es PUBLIC WORKS WATER PLAN GENERAL NOTES $ DEPARTMENT 'j'FNtO MARCH 2O10 A aY� Nam"� �--- 1226 I 1 Utility Specifications 6" CHN LNK FNC \ \ / RIM�41200EWER MANHOLE '- -" �- ' IE=406.M,8-CONCS Sanitary Sewer Notes and Specifications SUITABLE ON -SITE 4X4X4 45' WYE �/� LADDE.40, 8•COJCNW SELECT STRUCTURAL � IE-420.39 SHED ROCKERY \ 1 QI 3 I LADDERNO2THEA5T THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. D' o FILL BACKFILL PLACE PIPE / M ARP-8 1. All work and work material shall be in conformance with the standards and specifications (MECHANICALLY OF TRENCH CO RIM=424.90 3 of the City of Renton Planning/Building/Public Works Department and the latest edition COMPACT TO 90%) 7L 088980DO040 IE=420.41 L 0923059115 n III of the WSDOT/APWA Standards and Specifications, as approved and modified by the / TL O923059235 � 7' City of Renton in the Renton Standard Plans & Specifications. A set of approved plans Z g 3 7 I z shall be kept on site at all times during construction.uj 412. s• 2. The hours of work in the street right of way shall be per City specifications on weekdays 20MPH unless otherwise approved in writing by the Planning/Building/Public Works Department. /// // SCHOOL ZONE 145 I I AND CAMERA An approved traffic control plan must be obtained prior to beginning any work within alzn J= 3 v 3 public right of way. - - DETECTABL - - \ \�ii _- 4� 3. All locations of existingutilities shown areapproximate and it shall be the contractor's - \ \\/\ - = I 41�9 � 8°RP-9 MARKING T 3 responsibility to verify the true and correct location so as to avoid damage or . N I SANITARY MANHOLE disturbance. CAUTION REFLECTOR �JO' 30 IE=405.53, B'PVC N PIPE BEDDING _ 3 oD o (TYP.) IE=405.51, 8-PVC SW - O� ° FLOW S�ASTEST STORM CATCH BASIN 4. A pre -construction conference and a 24 hour notice shall be required prior to starting �O� STORM CATCH BASIN 1R Q RIM=411.06 S. RIM=411.04 new construction. It shall be the contractor's responsibility to secure all necessary IE=409,0, 6•CONC SE w• IE=408.77, 6'CONC SE U Q a„ IE=4W..35, 61CONC S permits prior to starting construction. (Inspection will be accomplished by a �- pp� a . o n� $ IE=40864, 81COJCN representative of the City of Renton.) It shall be the contractor's responsibility to notify I I II '� the Public Works inspector 24 hours in advance of backfilling all construction, HDPE SDR9 WATER- CO aEfW LINE (PIPE SIZE AS - o0 STORM CATCH BASIN 5. Contractor is solely responsible for the means, methods and sequences of construction = O oo NOTED ON PLANS) RIM=411.03 and for the safety of workers and others on the construction site. C� oo C� - IE=409.21, 6'PVC NW ssMi _ IE=40692, 8°DINE - SANITARY SEVIER MANHOI 1 6. It shall be the responsibility of the contractor to obtain street use and any other related RIM=411.53 I SANITARY SEWER MANHOLE IE=404.87, 8'CONC N RIM=411.58 permits prior to any construction. IE=404.87, 8'CONC E IE=405.52, B'CONC, N , 2"MIN . IE=404.86, STONC S u) IE=405.35, 8'PVC, NE IE=404.93, 8'CONC W IE=4OS2J 61CONC, E 7. Plans approved b the City of Renton Public Works Department shall take precedence ROW SOUTH 8TH ST IE=405,2J 81CONC, S pp y ty p LADDER SOUTHEAST as IE=405.46, 6•CONC, NW (IS ROW SOUTH over all other plans. - lip- LADDER EAST STORM MANHOf RIM= Z6Z FOUND NCH,BRASS DISK IN CASE 8• A co of these approved plans must be on the job site whenever construction is in IE=40762, 12'CONC N STORM CATCH BASIN WITH PUNCH', DOWN 0.42 copy pp p IE=40747, 12'CONC S RIM=410. 6 (0210612020) progress. IE=407. 8°CONC N HELD AS C.O.R. CONTROL PT. 11848 IE=407.6 81CONC W 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 86 HDPE SDR9 WATER LINE 4" D.I. WA LINE TO 10. Backfill shall be laced equally on both sides of the pipe in layers with a loose average » , „ » GATE VALVE (4") INSIDE N 3 depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 C5.1 I ��� 1-1/2 = 1 -0 ON FULL SIZE (30 X421 1 r PARK FENCE I J F percent of maximum density. These compacted layers must extend for one pipe 0 2" 4" 8" 3" IRRIGATION I � I r � o � N 414.4 diameter on each side of the pipe or to the side of the trench. Materials to complete the MAINLINE (SEE o I EXISTING 4" METER (FOR I RIGATIO) I I� fill over pipe shall be the same as described. IRRIGATION PLANS I I IN NEW METER VAULT PEW ITY 0 FOR CONTINyATION ; I ; I o RENTON STD. PLAN 320.4" 11.Open cut road crossings for utility trenches on existing traveled roadway shall be 3 a I backfilled with crushed rock and mechanically compacted unless otherwise approved by 3" RPBA III?6VPE CAUTION: EXISTING 36" UGRADE HOTXER TRANSMISSION WATER PIPELINE, J 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for CITY OFF NTON STD. I IJ ti CONTACT SPU BEFORE ANY H 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 <1 �� / I PIPELINE I elevations are noted on the plans. N EXISTING 4" 01 VATERLIIE a 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the --� TO REMAIN satisfaction of the Department for the prevention of on -site erosion after the completion / M M M M A M M M I of construction. I I------�1 CD 2" DCVA IN METER / ' o \ 14. All pipe and appurtenances shall be laid on a properly prepared foundation in I W I I accordance with the standards and specifications of the City of Renton BOX PER CITY OF / / p Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA RENTON STD. / I o o _ Standards and Specifications, as approved and modified by the City of Renton in the PLAN 340.8 , Q 1 / I ; � In 3 ~ Renton Standard Plans & Specifications. This shall include necessary leveling of the 'oy trench bottom or the top of the foundation material, as well as placement and o ; C3 / NEW 2" DOMESTIC WATER BF / SERVICE LINE AND 2" METER a compaction of required bedding material, to uniform grade so that the entire length of / I w BY C 'PER CITY OF W the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be o I I r ( pea gravel 6 inches above and below the pipe. 1 Y2" HDPE SDR9 / o E ON STD. PLAN 32� DOMESTIC SUPPLY / I N I 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, / I N DOMESTIC WATER LIaW W SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. / I GATE VALVE (2") �� K DEVELOPMENT ENGINEERING I SIDE PARK FENCE i I m I 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished Kgrade or must have minimum 2 diameter concrete ring poured at grade. _ jchavez 03/17/2022 85 WATER P0 I NT 0 F C 0 N N ECTI 0 N In paved area, cover must slope in all directions to match paving. � - w Z 1 = 10r -0n ON FULL SIZE (30 X42a) 0 20 40 80 0 30" 5' 10, GRAPHIC SCALE � m w o N � Cub m dU a� U � Q W r r1 a7 i� z m WVr^�a�� U �p V J m c _J r� w 1�1 ISM J V) N3 N m N (14 0 N 0 0 0 0 Lij Z Y Ld C) C) U Q CO) m m Q N N W Q 06 O W (N Z V) O CL Z N W O - H N LLI >O W H L LI CL n 41 Z a a O W O 4Q,0 H a •r U) 1--1 LU F- a }; 06 ���I v .,� 19 W m�J `V LU C / 1� C501 R-419529 Sheet 29 of 40 CADD filename: R: \DRAWINGS \17501 - RENTON KIWANIS PARK IMPRO VEMEN TS \ 10 - REV PERMIT SET\17501-05.1.DWG // Plotted: 1.18.22-16: 40 By. (sjensen) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) BID #: DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED LIFT POCKET o 3/4" LETTERI - .._- C��O�O s SEWER a (2) BOLT ' 5/8" - 11 o�o�o STEEL REF PART 10-1/2" 1 5/8„i I 2-1/4" 14" 12-3/4"� _ I 8„ I CAST IRON RING ANL) (,UVLk BC Not to Scale FRAME 1'-n'l ninurrrn 1'-n" 45• (1/8) BEND NOTES 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 DR )ABLI STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT ney* [1,R) DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastuchig/26/2020 M • "iY4d8,1 ,',P,, PM49D DATE 1-1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PRIVATE PIPING PIPING w w z z J r IN UNIMPROVED J RIGHT-OF-WAY INSTALL METER CL BOX AT PROPERTY LINE WITH a 12" LONG COPPER TAILPIECE 0 a_ a 9" MIN. 12" MAX. 9 gaw LEAVE EXPOSED o N I,0 b 12'° BY PASS NOT ALLOWED FOR IRRIGATION METERS \�/ CRUSHED ROCK '�J BASE TO SUPPORT A /� VAULT. /� DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" tapped tee on new water main. 2. 4" long X 2" bross nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square 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 cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. 8. 2" threaded brass 90° ell. 8. 1-1/2" threaded brass 90• ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford: VBH 86-1213-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-65 (x ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outlet, ball valve on bypass with padlock wings. Customsetter shall valve 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 installed in meter setter by contractor. contractor. 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 satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity tests. 12. 17"x3O" Plastic meter 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" thick Ductile iron diamond plate cover 18"x3l" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for for touchread pit lid, and meter read lid. touchread pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary extension of water service. adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. `S Y a►_® + PUBLIC WORKS 1 1/2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 DEPARTMENT IN PLANTING STRIP ��NTO MARCH 2O10 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 INSTALL DETECTABLE MARKING TAPE 12" TO 19' BELOW FINISH GRADE OVER SS LINES (TYP) _ �- W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) --\ FOUNDATION LEVEL LIMITS OF PIPE ZONE 6" 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 TH 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 a. ,. PUBLIC WORKS PIPE BEDDING APP "I DEPARTMENT FOR SANITARY SEWERS Martin PastuCfta/26/202 W FD98B449U DATE PuWlc Wwts Admlm", Iw F SEE DETAIL, F SEE DETAIL 1191W PLAN ELEVATION PIPE SLEEVE NOTE: FOR ADDITIONAL INFORMATION SEE CITY OF RENTON = STD. PLAN - 320.4 SHT. 2 OF 2 PIPE + PUBLIC WORKS DEPARTMENT PVC PIPE SLEEVE EPDXY SEALANT EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS I 12 1 STD. PLAN - 320,4 Sht. 10 2 I 3", 4", AND 6" WATER METER rorrtin Pastucha Fublic Works Administrator ocuSgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ----EX. SEWER MAIN I 1 I 1 l PROPERTY LINE __� SPOOL I I I Z I (LENGTH AS NEEDED) I I I I -3'-0" MIN 6" SEWER STUB I I S'•s FUTURE 4" SIDE SEWER I ! Y 2"x 4" STUD MARKING POST PAINTED I I I ! 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILS:: SEWER MAIN TEE X 6" TEE j i I i I IN 3" HIGH BLACK LETTERS AND #6 WIRE I i SIDEWALK i • i WRAPPED AROUND THE STUD AND �\ I I i I t EXTENDED TO THE TOP OF THE STUD ` COUPLING TYP I I I r ( ) L-J-I---------- ' r>.J 13 ,_ 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR ! APPROVED EQUAL, SPECIFY "SEWER" ON LID), T__ CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I R CONCRETE PAD TO BE 8" IN DEPTH . I n__.___--_______-- J --- _____ BEND AS REQUIRED 6EXISTING SANITARY SEWER MAIN .-2 07" MIN SLOPE 3 \ ` u 1 NE 4' SIUE SEWEri `6" SEWER STU9 6"X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEL ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADD, ! (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHAI-I_ BF CORF-nRll ! Fn ANn USF KOR-N-SFAI Rnn,TS nR APPROVFn `r)IJA! NOTES• 1 PRIOR TO INSTALLATION OF A SANI"ARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEINER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM Tn 'z 4NDAR" P� Are IIC (`R 11n 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD: PLAN - 406.1 r PUBLIC WORKS APP v T1` DEPARTMENT INSTALLATION Martin Pastuchia, 26/202 (SEWER MAIN TO PROPERTY LINE) kBiFU986149D PubL[ Works Aamimrtr.mr DATE 1 LL O 0 r L_IN TO CITY L STACKED METER » METER SECTION BOXES 6 MIN. FREE DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON 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 THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE 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 OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y o� BAss TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 MD + PUBLIC WORKS A'YSSEMBLY FOR IRRIGATION OR �,- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 �� SO 12" M: 18" ME SEE A A PLAN VIEW WATER VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORZLE� OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR \LVES IN PAVED AREAS4-1/4" DIA. 1 /8' MIN. THICKNESS PIECE CAST IRON VALVE )X, RICH-SEATTLE TYPE R OLYMPIC FOUNDRYSTEEL GTH AS REQUIRED MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 38" 6 2" i 24" VALVE MARKER POST WHITE POS 1 ' Y ANAL PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 �w � DEPARTMENT NUT EXTENSION �,N,�p MARCH 2O10 LU 120 VOLT ELECTRICAL OUTLET FOR z HEAT TAPE. INSTALL HEAT TAPE < FOR FREEZE PROTECTION CENTER BACKFLOW w PREVENTER IN o REDUCED PRESSURE ENCLOSURE � BACKFLOW ASSEMBLY � � (RPBA) � � 3" MIN. o 3" MIN, MIN. INSULATED ENCLOSURE 3" "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER - MANUFACTURER CO 3" MIN. z CONCRETE SLAB z UNION FINISHED N GRADE FINISHED `V GRADE � r 2 « a a i °+ a • 00 DRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW low INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON 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 THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE 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 AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. �Y STD. PLAN - 350.2 as� o+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 DEVELOPMENT ENGINEERING !4P jchavez 03/17/2022 PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) a7 m w y N r � N dt D Co _<� .0 m� a� wU a a U � o � o U N V J m c C N w� 3 A4Q�-a J (!J N3 N m N N 0 0 N 0 0 0 � C) Z � Y � C)Q Z2 3 a a� O 11 z m Q N N N W O ri O 1 O N N Z Z a a Z W Cn W O Z Z N M M - 2 2 > O O LLI H H W W CL CL 7j � J Q W W O 0LU V♦ a 44 O W 1� O LU a 4 Q V �y� 06 �1 N w LU nsoi SCALE: NOTED C6ml R-419530 Sheet 30 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C6.1.DWG Plotted. 3.09.22-21:46 By.(sjensen) BID #: L0 V r 1 O w w W m N N O CV CV a N N �lm mm N N WON C N N 4 in O LL • Ua C O � C O � W�UU � UY° U-) � LL J � LLJ CU Na a MM 011111 JOB: 175013 SCALE: NOTED3 El A R-419531 Sheet xx of 39 N O N I N I 0 JOB: 175013 SCALE: NOTED3 El A R-419531 Sheet xx of 39 N O N I N I 0 L0 V r 1 O w w W m N CV O CV CV d N U) �lm mm N N WON C N N 4 in O LL • Ua C O � C O � W�UU � UY° U-) � LL J � LLJ CU Na a MM 011111 Cil N � Q � o b-0 Q LV co � o J cr a� V_ F- LU •� J W JOB: 175013 SCALE: NOTED3 El I R-419532 Sheet xx of 39 N O N I N I 0 Cil N � Q � o b-0 Q LV co � o J cr a� V_ F- LU •� J W JOB: 175013 SCALE: NOTED3 El I R-419532 Sheet xx of 39 N O N I N I 0 u , r O W w U..I 3, m N CV 0 CV CV QL U) MATCHLINE ---- GRID 2 ---- SEE SHEET El.2 6' CHN LNK FNC -V—v o—o—o o—o o— _ 2"C — (2)#6, (16)#8, (1)#6 GND ti (2)2„C 2"C — (4)#10, 2"C r (2)#8, 4"C — (4) 2"C — FUTURE CAMERA .!�/.�•/ n4 / A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KIN ~~ \� o R -6 a 3 N 3 I I I II U) 3 6' CHN LNK FNC CONC WALL s sit Ss _ W —0 o o=o o—o-- - - ss- s� �' J J I , UP ; '� rr-1 I I 3 0 BOOSTER PUMP 2"C — (2)#8' (1)18_QND I I I (2)#10, (1)#10 GND 3 ;—t—I o \ 2"C — (4)#10, (1)#10 GND \ 1 no no i - FUTURE CA RA \ \ \ \ 6 TYP I I I \ \ E2.0 2"C — (2/ #1 1)#10 2"C — (2)#10, (1) 10 GND I I 1 i t I i I 3 I I I I �� Ivi)I " (2),#10, ( #10 G I I 1 N I I � I lyl I 3 I I I I N I I \ ' I I I I / I (2)4"C — FUTURE I PSE POWER I I I I I (2)4"C — FU E Comm, I I 3 � I I I I I , I " , I I I I 3 I l l I 3 Ef I I I 2»C — (2)#8, (6)#10, (1 D 0� 2 C —SPARE J' �, L I I I I i LU 1_ I I 3 1 LUW Ilow ' 11 I I W —o = 6" CHN LNK FNC Mr—-0 W co —O = � — — _o W I SHED JW lo _U LV Q' 5 1 G TL 0923, ELECTRICAL SITE PLAN - GRID'3' 0 10 20 40 60 TL 0923059235 SCALE: AS INDICATED a D 1 inch7plotted����Ftt If measurement is other than 1 inch then the plot is reduced. 3 3 I IIII I OF N 3 OII N W14 3 IN4 d J. � y 0 o I 3 N p III N 3 WWI I I I 3 al CA 3 I _j� N i 0 ss _'_j_j LINTY, WASHINGTON STATE ss ss ss ss F NN N 19,11-3" J =RP 3 � U taJ1 I / a 3 J 1 as o � I J Yin 8" RP=7 con BP I I I J J 6" RP-6.5 a � 3 c Of IM'A IM - 3116�1 N w �N 1 J J i�_6" RP-6.5 3 III En WWW 3 I I I I y I N � 3 I �8" RP-10 6 " 3 � �RP-10 _j _j I 3 OiIII woo 3 III m�� a��J� 0 I� I 1 Ifl 7" �RP-8 J J J 3 IIII aJ J oW W IIII 3 7" I 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 AND POLE �-❑ PARKING LOT LIGHT AND POLE O� SIGN ACCENT LIGHT �g2 JUNCTION BOX, WSDOT TYPE II WITH NON—SKID COVER @aG DUPLEX RECEPTACLE, GFCI WITH WEATHERPROOF COVER, 120 VOLT, 20 AMP WP L :� J FUTURE CAMERA KEY PLAN. 0 1/16 1/8 GRAPHIC SCALE (MILES) 11'R (NOT FOR CONST.) 100% CD REVIEW CcVflNht@2020 — Bruce Dees do Associates (NI fthis Reserved) BID #: mm LJ l C: c 1E N N W�) O � @ � - � w w o 4 •LL ao c LLJ U � UY° U-) �W(�a° N C z ma � L LJ U-) a M J W C wa 3 011111 � � M Q � O � O bn Z a. ~ � W Cn o J nn� N V � J W El m3 R-419533 Sheet xx of 39 L0 V 1 O r) w w W m N N O N CV a N (n �lm mm mE N N WON C N N 4 in O • LL �Ua C O � C O � W�UU � U 0 �WU-)a�z � LLJ CU Na a MM 011111 JOB: 175013 SCALE: NOTED3 E2mO R-419534 Sheet ix of 3 N O N I N I 0 JOB: 175013 SCALE: NOTED3 E2mO R-419534 Sheet ix of 3 N O N I N I 0 Ln O W F_ I I I I I I I I I I I I I I v cn J d M ASPHALT 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 1.5 1.5 �. -- 1.0 1.0 1.5 1 2 - - . *?_ , , 1.5 i 1 1Y1� 1.5 / C IM 1.0 1.5 1.5 I 1.5 _ ; , L o �? 1.0 1.0 � J 1 6" CHNN LNK FNC J-0L0 - Z LU lLl JW / =W V / TL 0889800UU4U 1 NE NTH ST S2 E 165.00' z IRRIGA TION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI D L a8 Q8 AS ® 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. 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. 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 00 RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 10 SYMBOL MANUFACTURER/MODEL/DESCRIPTION L2.1 PSI GPM RADIUS DETAIL ® -dn- RAINBIRD 3504 50 1.50 18' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE ® Aft- �L 'C_ RAINBIRD 3504 50 3.00 25' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE O RAINBIRD 5000 50 3.00 32744" 11 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE is A RAINBIRD 6504 60 11.1 46'/55' TURF ROTOR, 4.0" POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" 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 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 NT PLANNINGose 03/21 /2022 21 3 1 6 7 L2.1 L2.1 DETAIL 4 L2.1 KEY PLAN, 0 1/16 1/8 rm GRAPHIC SCALE (MILES) N a m N N N N O of (n O Q Z Y 2 a- Q U Q M ~ Z O Z N 0\ Loo ot-w� WZN¢ zo w ��WZ FNU ¢ cno C4 LLI UE3 = J d W �11■1 n n 0 s~ c� z J 0 C o a a •� z O �--� F_ V c � a. a 0 . x CO o CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMEN7S\10 - REV PERMIT SET\17501-L1.1-L1.3.DWG Q Plotted: 1.18.22-12:59 By. (sjensen) 0 10 20 40 GRAPHIC SCALE PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) Ll ol R-419535 Sheet 35 of 40 Ln CD W H I I3' CHN LNK FNC y / o NO.19'43"W 1.82' / o S88.42'37"E 40.01' - I • z - GRASS CONC STRI 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 -o --O -o -O -° ° -° -o -o -o -o - _ 6' CHN LNK FNC _ o-o-000 o_-o-oT-o-o -/oo-o o-0 0 o-o I I °'_ I o 6' CHN -� LNK FNC °-O-o 0 0 O 0 /C 4:i4 - - - - - - - - - - - - I II I __ •\� - - --I I I zci I I C Om oASPHALT ROADWAY ASPHALT °? °o z \ \ *-C.)) U Z N) Z 4V O Z I O /0' Z 0 N O T O I Z f r, Z OO / co Z o ci 0 Z\,a \ \ / 0 / z\ 6' wooD� c �� _ EXISTING ZONE / Z L� z / ' \ \ CONNECT NEW VALVE `� V `\ o h oi A D TO EXISTING PIPING Z ' � 00°CA 4 Orn ZCy) n o n r 0(A 0 \ lI I II o \\ I O 0) 0 0 1 ; �� \ O z z \ / M. I i i \ I o I I / z // Nt� /// ,///O Op WZ0 C \\Z`�nO N Z ° o oo i L - / �%/// AD T\2 0EXISTING-SLEEVE ; \ z / \ \ \ N D I Z Z ' // // // \ \ \ N N \ I 7 i iN 0 0 1 n i. 12.0 \ 4 o Ni N % c, �/ // / / �3o ci `\\ \ \\ \ z v / / i / o 52.30 / i i hN) \ EXISTING ZONE 1. V // �' °� �' / / /' ' �' �' 3 0` \ 'C\ CONNECT NEW VALVE �' / / ♦o \ z/ //o ``%`� l� `� / / /' '' '' �'�-�3a \\\Z \\ \ TO EXISTING PIPING rn �// ♦ 0 & M U2 I G) N3.0 `� 1" \ \� I i i // / \ \ 1 1.5 \ I \ 1 1 ♦ \ 1 I 1 I I I / / o \\ \ EXISTING SLEEVE / I I '3.0 �" \` \ 11 11 11 ` I / / / o\ \I D _ D ♦ \ mpb c I\ 2.5 0\ \ _ 5 m \ � I _ 41 2.5 \ \ I \ r•5 1%2" . \ ISTI Er L EVE 2.5 5 I � n I 25 / / 12 1.5 �1.5 4� 1 /2„ ` 1 1 I/ 54.0� �1 \ 2 „ 2" 3 65.1 �\ 1/4 \ .0 t'�, r6" WIRE SLEEVE I/ / 1Y2 12\ \ \ \ 2 I�\ 1/2\\ 4 12 - - - 5�.00 25 1 2. I \\ \\ 14 ��\ \ .0 2" / I 2.5 \ .� _ 1.5 • Iv 1%2" \\ _ 60.05 4 211\\ `�'�. 2 M II " \ \ -,c \ \ \ \ n \..�... ro I1\ 14 \�\ \ \--_-4J I \ \ 2�2" 12-1 �� \\ I \\ 14 55.21 5 \ \\ 1• W ° I 1/ I I 4 I 2 \\ 1�2 \\ \ W I\ \ \ C0 I I 1/4„ \ �%" MAIN2.5 �W CO 2.5 2 I\ 14 I \ \ \ \ \ 14\ /\ 2.5 M I 48.80 24 1" \ �\ \\ \\ \\ \ \\ \ \ 12 %411 D 1�" I \ 14 \\ \ \ \\ \\ \� \\, lip \\ ICE 14.00 23 I \ 1 \ \ I \ \ \ \ 4\ / \ N EXISTING/ SLEEVE \ I \ \ \ \ \ 2.`1 W 7i Z•5 2.5 \ \\ \ \ \ \\\ \ \ , Z .2Y2" \ _ .1%2" 14 \ \ \\ \\ \ \ 14 I ICE 12\\ \ I \\ \\ \\ \\ 14 \\ / \ \\ 2„ y I- ? / \\ a EXISTING ZONE I ' 1��'�, \\\ I \�\\ 14 \\ \\ \\ \ CONNECT NEW VALVE I �, 2• , \ 1 „ \ \ 2 TO EXISTING PIPING �\ \�' i1/4 �\ \\ \\ \ 1�" 17 1" 59.23 22 2" EXISTING ZONE CONNECT NEW VALV TO EXISTING PIPING EXISTING SLEEVE I 50.00 21 \_1 %" I 32.46 27 I 1� I 2. WF \ \ \ \\1�4" / I \\ \\ \\ \ \ �\ \\ 14 \ 14 \ 14 %\\ I \\ 10 / \ \\\�\ \� \ 54.00 15\ ; 1 .5 / I 1%4" / \ 1.5 1 TE: co \� Qcv �\1 \\� \\ \ \\ \�\� \\\ 14 \ I \\ \\12 o 1 /4 I \ _4 TION W%il 0 / 11\ \ j i \ 14 12„ I \ PLAC�ME B I SID \ \ OF BAGWT\ \ \ \ \ \ L ___�---- I \ ' ° : V I 3.0 1 • I \ \\ �� \\1 \ \ \\ \ I`\ �Q I 2µ1I 1.5 \I \\\\\ \ \ /4"\\ \ \\\\\ \ �2.5 ° 0 1 62.28 20\ 2�54.0\18 52.7019 � I D 1 • I \\ O \ - - \ - 11 „ \ \\ -1 \ 12 j \ \ \ \ \ 1 \ 4 1/2r 1%2 \ \y >, \\ 1.5 :` ' - - __�__ y 1.5 _ 1.5 1 12 y AINLINE o -- S 2.5 1. 3.0 2" 3.0 3.0 _ 'o " _' 3.0 ;. I ;. _ 1 " MATCHLINE ---- GRID 1 ---- SEE SHEET L1.1 2.5 2.0 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 IOUTHWEST IRRIGA TION SCHED ULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI - D L aIT 49 ® RAIN BIRD 1804 8 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. 1�0 10 10 1� RAIN BIRD 180410 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. S1U2 1 1 1 1© RAIN BIRD 180412 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. S15 15 1 15 15 RAIN BIRD 180415 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.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 RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 10 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 RAINBIRD 3504 50 3.00 25' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE 0 0 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, STANDARD NOZZLE. r 6 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 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 NOTE: IRRIGATION LATERALS MAY BE PLACED IN DRAIN LATERAL TRENCH CURRENT PLANNING NO., NIL A!Ip"111) Clark Close 03/21 /2022 0 10 20 40 i i GRAPHIC SCALE KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) N QM N N J N 0 of (n 0 L`•I 0 Z Y W C) Q 01 M ~ Z O Z N woo � �o oZw� z_N¢ t_ zo w w FNU < cno (n�J� Q LLJ U� = J- V W 111111 N N 0 V � Z J 0 C � a •� Z 0 1--1 F_ O _V 19 a C� V 0 Ll m2 R-419536 Sheet 36 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-0.1-L1.3.DWG Q Plotted: 1.18.22-12:58 By.(sjensen) BID #: L0 CD W F_ MATCHLINE ---- GRID 2 ---- SEE SHEET 11-1.2 \ I I 1 \ \\ \\ l I\ 4 6' CHN LNK FNC \ \ \ \ \ o o- o-o- -- - -01 1 \ - \ \ X2 72-4--- (-211 8 \ d I \ I J 1 I I o f , Cli / / I / oz// / / • � / / •8 2 / 8 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE TA ~ ~ IE=411.26, 12"PVC N =6;41 IE=411.06, 12"PVC NE IE=411.23, 12"PVC S CHIE=412.93, 6"CONC NWLADDER EAST 6' CHN LNK FNC CONC WAL sat N Q _ "E OOL _ -� \ ° P I w Z SANITARY SEWER MANHOLE STORM VAQ1LT P 7 \ Q l �l ~ RIM=416.04 -RIM s \� PAW & G $ \ IE=408.05, 8"PVC N / l CONTROLS TRUCTU I r A IE=407.78, 8"PVC S S - S CMP E 1 5 TRAFFIC LO w IE=407.78, 8"PVC W � TOP OF 15�CMP FL ONTROL E=417.16 4S / \ \. IC nc a" nnwAITI IDAICn nr DIDC- 1 A 17 \ 1 \ 8 8 \ 3 I FLOW SOUTH LADDER EAST NE 9TH ST "PRESCHOOL.. " �I 3" FIBER OPTIC MON IIF1F1r�Lr9MEN =1A1I\II \1 - �, vi �.vivivl_�. i lulu SANITARY 5LVVLK MANHOLE RIM=414.22 IE=407.12, 8"PVC N I IE=407.14, 8"PVC E IE=407.09, 8"PVC S \ FLOW SOUTH LADDER WEST SS SS SS SS x v x/ I I "-4' CHAIN LINK FENCE STORM CATCH BASIN RIM=413.18 I IE=409.81, 6'CONC E so IE=409.35, 8"CONC W / _ 00 3" RP=3 STORM CATCH BASIN `� I RIM=411.52 5o IE=410.17, 6"CONC SW -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 8" RP=7 `TRAFFIC LIGHT, 10j PED. CROSS LIGHT, _PED. CROSS SIGN 6 RP-6.5 "DO NOT ENTER" I � I N � I I �6" RP-6.5 I I I" III t NI U) "BIKE LANE" N �8" RP-10 N N I / ' ` 1.5 0 1.5 \ \ v~ I I n \ z \ \ , 1 �\ \ \\ \\ I I I 411.r JI co r1j 0 7.RP-10 J O m \ N I z I z 1.5 0 O \ \� \ \ \ I 12.26 F.. N)1 1.0 N \ \_,- \\ \\ \\ 1 ;/ � I I WWI F- 1-- i Wz IZ \ \ \ i SANITARY SEWER MANHOLE CHN LNK FNC \ \ i \ '' \ \ \ --- 3 0 RIM=412.00 =I - - W i/�I 14 61.84 ° - ° \� \ \ \ \ 1 _ \ \I\ �� IE=406.36, 8"GONG S IE=406.40, 8"CONC NW Z 2, SHED W \ I I 3 III --LADDER NORTHEAST _� 2 W ROCKERY I\ ' I I J J J \ o CO 1 M� 0' \ `� 3 I f M M M Ln w w J�&' RP-8 1 vi co TL 0923059115 rn c� I `� 3 I t I C, TL 0923059235 0 a o 7" �� N IIII J7R\P-7 Z W I I `o I Irrr 1 I Ir SS - IRRIGA TION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI D L 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. 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. 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 RAIN BIRD RWS-M-B-C-1401 ROOT WATERING SYSTEM 30 4" DIAMETER x 18" LONG WITH LOCKING GRATE, CHECK VALVE, BUBBLER 10 SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI GPM L2.1 RADIUS DETAIL ® RAINBIRD 3504 50 1.50 18' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE ® AID- ift- '4&_ RAINBIRD 3504 50 3.00 25' 10 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE t�• 0 RAINBIRD 5000 50 3.00 32744" 11 TURF ROTOR, 4" POPUP, ADJUSTABLE AND FULL CIRCLE, L2.1 WITH CHECK VALVE, STANDARD NOZZLE •A RAINBIRD 6504 60 11.1 46'/55' TURF ROTOR, 4.0" POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, STANDARD NOZZLE. 6 7 L2.1 L2.1 SYMBOL MANUFACTURER/MODEUDESCRIPTION DETAIL ELECTRIC REMOTE CONTROL VALVE WITH PRESSURE REGULATOR. 4 0 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 # # I 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 %" PEB-PRS FIELD ROTORS 26 54.00 1 %" PEB-PRS FIELD ROTORS 27 32.46 1 y" PEB-PRS CURRENT PLANNING Clark Close 03/21 /2022 0 10 20 40 GRAPHIC SCALE 2 3 1 KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) c�C C m E mm no N wy DD �� r C 1^ Y N �a D m LL @J m o a� 2 3" o V J O U • N u �9 Z U) o.'� L'y J (!) N3 N Q C, m N N N N o o of can W Z C, Y W 0 C) Q M H Z N O Z N 0\ LLoo Z LLJ WKZ N¢ zo W < Wz FNU ¢ cno LLI = J X W �11■1 • M V � 1 Z O J O b0 0. a •� Z O �--� F_ V � O � a. � a 0 • i••1 CO Z a J Ll m3 R-419537 Sheet 37 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-L1.1-L1JDWG II Plotted: 1.18.22-12.57 By.'(sjensen) F , . • M V � 1 Z O J O b0 0. a •� Z O �--� F_ V � O � a. � a 0 • i••1 CO Z a J Ll m3 R-419537 Sheet 37 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 -REV PERMIT SET\17501-L1.1-L1JDWG II Plotted: 1.18.22-12.57 By.'(sjensen) F , . Ln O W A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE GRASS (PARK) SIDE OF PLANTER (STREET) SIDE OF ORNAMENTAL FENCE (SEE PLANS) ORNAMENTAL FENCE (SEE PLANS) ------------ 1.5" FLOW SENSOR (NOTE: PROVIDE ?� MINIMUM LENGTH STRAIGHT PIPE SECTION SET TOP FLUSH WITH OF 1Ox PIPE DIAMETERS UPSTREAM AND FINISHED GRADE (TYP) I 5x PIPE DIAMETERS DOWNSTREAM 'JUMBO' CONCRETE PAVING (TYP) ` ' `` BETWEEN FLOW SENSOR AND ANY FITTING) VALVE BOX PRESSURE/TEMPERATURE SENSOR r �,I—IISCH. 40 PVC III r A;.. IRRIGATION MAINLINE _-::.. _ •. = N ORNAMENTAL FENCE AND t.. _ '' .. III III —III .A.• °- '�. •... :.:.:•..e.,.. .. � . • r':.•l. ... SEE IRRIGATION TOP FLUSH W/ ` r ( ..1'` I 1a :': CONC. MOWSTRIP (SEE PLANS) 10» DIA. III —III •:. .; TOP Y2 ABOVE _ ° . .:...: PLANS FOR I ;:: .':.::�' FINISHED GRADE VALVE BOX FINISHED GRADE _ —_—_- CONTINUATION) I IN LAWN AREAS =1 I I —III —I —III=IIII =IIIIII—I I-1 I IIII—III—� IN BED AREAS 0 "_• .'+_: — 1—III �If�l�-F� _K-� I = 2-ZIP =� QUICK COUPLING VALVE 6" w L _ �:3 PVC CHECK VALVE — TIES I— �- - ( ) MARKING TAPE OVER =III= I=I I L NOTE: BOOSTER PUMP STATION INSIDE II=III= III=III-MARKING TAPE TYP, SEE °o°o°�°o°o°o° =III ° ° ° ° ° ° I—� , VALVE KEY HANDLE TO CLEAR ``' AN ABOVE GRADE BOX =1-�r I..I— = MAINLINE ONLY :. =I I= =I I=I TOP OF BOX BY Z MINIMUM. `� -III =III= GATE VALVE LINE SIZED � •tj •. N o — ( ) o = III=III o ° ° 01 ` °� °� ° ° III=III-1 2 MASTER VALVE, SUPERIOR 3200 Z = f 12» OF °� o� III— �" _III= —III- HORIZONTAL z DRAIN , I= ° oo BRICK SUPPORTS Z I I=III 0(-) o �0 0 0 I I=I Q o ROCK - ° 6»DIA. PVC PIPE - t 10»LONG; J I• —III= ° o°yA°�°° I I STABILIZE SWINGJOINT RISER STABILIZER 18" i? 3 RPBA IN ABOVE GRADE HOT c o » z Z o ° ° ° ° WITH CONCRETE - MIN. 6 IN. LONG 1 DIA. J BOX PER CITY OF RENTON STD. FILTER b111 °c o _ UTILIZE 20 DEEP ROADWAY BRICK I I __ °o _ ALL DIRECTIONS. ENCASE PIPE SCH. ' 40 PIPE FABRIC - BOX BOTTOM IF MAINLINE I —III III III r.._ III III - ` PLAN 350.2 (SEE SHEET C5.1) III— c o =III to SUPPORTS III-III=III=III III= —III =III— 1 WITH PLASTIC TO PREVENT :.._:::::'; x III-111=1 I 1 III=III- DEPTH IS 24 — _—"' CONCRETE FROM ADHERING QUICK COUPLER NOTE: INSTALL ALL DOMESTIC ;M:f • 4 x3 C.I. FLANGED REDUCER _ _ _ _ _ _ _ _ I, III —I IRRIGATION III—� VALVE AND IRRIGATION WATER SUPPLY 4" D.I. WATER LINE AND GATE - - - MAINLINE OUTSIDE FILTER FABRIC TO PIPE. APPURTENANCES (VALVE BOXES, ° ° VALVE (4») FROM EXISTING 4» OF CONCRETE HORIZONTAL STABILIZER RPBA HOT BOX, DCVA VAULT, -1 —III=� = I I 1=III—III— 187 LONG, 1» DIA. SCH. 40 PIPE "' ` METER (SEE SHEET C5.1) PVC SCH. 40 MAINLINE =III=III=III=III=III=1 I I E I I I=III- TRACE WIRE PAVING (TYP) PLAN VIEW BOOSTER PUMP ENCLOSURE, °'..'..'.: I —I I 1-III=III-I I I DURA QC STANDARD UNIBODY ETC.) WITHIN CONTINUOUS W/ FLANGE ADAPTERS =1 I 7—tF, WELL COMPACTED 1"DIA.-SCH. 40 #1-A4-1-11-12 (INCLUDES QUICK LOCK). 6 DEPTH CONCRETE PAVEMENT :�::';: INSTALL W/ A 30`-60' RISE FROM ,:.: SUBGRADE AREA, PROVIDE 12 MIN. WIDTH. :;;: °::' ; HORIZONTAL PLANE. MOWSTRIP BETWEEN EDGE OF MAINLINE TEE PAVING AND APPURTENANCES (SLIP X SLIP X SLIP) (TYP) DOMESTIC WATER SUPPLY 2 SYSTEM GATE VALVEK"3� COUPLING VALVE ` LINE, VALVE, AND DCVA • SEE SHEET C5.11)L1 •* SCALE : 1/8" = 1'-0" ( L1 * SCALE : 1" = 3" f °c 1 Y2" HDPE SDR9 ate. DOMESTIC SUPPLY ORNAMENTAL FENCE AND (SEE SHEET C5.1) I CONC. MOWSTRIP (SEE PLANS) IN WIDTH VALVE TAG (TYP) AS REQ'D. AUTOMATIC REMOTE CONTROL `VALVE PER PLAN rT� IRRIGATION POINT OF CONNECTION STANDARD BOX^- 18"^DEPTH / �18"MINT CONTROL WIRE EXPANSION COIL SCALE : N. T. S. SET VALVE BOX FLUSH W/ SURROUNDING FINISHED GRADE 6" DIA. CLASS 200 SLEEVE (LENGTH AS REQ'D.) CUT OPENING IN SIDE TO ACCOMODATE NIPPLE FROM MAINLINE (MIN. 1" GAP) MANUAL DRAIN VALVE 1"X4" SCH. 80 NIPPLE t 3 CF DRAIN ROCK SUMP 10" DIA. VALVE BOX W/BOLT DOWN COVER 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) 12» 6" 12" 1419 1419 910 d. . a_ t0 2c0 '�c .a ''d -.e :o ..G eA a Q as :d - Od a e A. a. a n ..'a- a n oa , d -A w VALVE BOX INS TALLATI ON 8 WHERE BOXES ARE ABUTTING L 1. * % SCALE: 3/4" = 1'-0" 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 I- = I 1 I I I (TYP, SEE 6) _j o I SCH. 80 MIPT g _ : - UNION (BOTH BOX TO CLEAR PIPE I- - -- - — BY 1" MIN. (TYP.) _ y-I II I o SIDES OF VALVE) LATERAL -- --- SCH. 40 99 ELL SCH. 40 MALE ° ° ° ° ° ° ° °0 ° T ADAPTER SCH. 40 MALE = 00°000 000 oOoo 0 oO�poOo oh°G� O ADAPTER = o o o _5*_ MAINLINE W TEE -III=III �o°oo00°oo°o�I / CONTINUOUS BRICK —III—I °n°noon°_ OpooO_ SEAL OPENINGS WITH SUPPORTS AROUND BASE FILTER FABRIC 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. K"5 AUTOMATIC CONTROL VALVE SCALE : 1/8" = 1" FINISHED GF IN LAWN, AR TOP Y2" ABOVE FINISHED GRADE IN BED AREAS IIIIIIIIII�IIIII�IIIII�IIIII�IIII�IIIII�IIIII�IIIII�I =1 11—I i I-1 —I i I -I 11=1 = RAINBIRD x 180o SERIES III III III 1IIIII IIII III cl • FIELD FABRICATED, Z TRIPLE SWING JOINT (2) MARLEX J I CONSTRUCTION USING STREET ELLS (315 PSI RATED) W SCH 80 PVC ~ • SLIP INLET W/ g IMPORTANT: 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 " 45' OR LESS _ A TRACE WIRE LATLRAL LIVE SLIP X APT X SLIP (1) MARLEX MIPT X FIPT MAINLINE TEE 90 DEG. STREET ELL r9� RAINBIRD 1800 SERIES SWING JOINT SCALE : 1/4" = 1" TRENCH BACKFlLL FINISH GRADES PER SPECIFICATIONS LATERAL LINE vRO.SiDE.OFvMAINLINE (TYP) . MAINLINE PIPING s \TRENCH DETAIL SCALE : 1" = 1'-0" FINISHED GRADE IN LAWN AREAS m FIELD FABRICATED, o TRIPLE SWING JOINT 00 CONSTRUCTION USING U, J (315 PSI RATED) I SCH 80 PVC J SLIP INLET W/ g THREADED OUTLET N 3/4" X 8-12" / 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 I! I HUNTER 1-20 AND 1-20 II SHORT RADIUS (50 PSI) III SERIES ROTORS 11111= (2) MARLEX MIPT X APT 90 DEG. STREET ELLS IMPORTANT: •USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER SCH au rvirrLt�- 45 OR LESS ANY CIRCUMSTANCES SLIP X FIPT X SLIP (1) MARLEX MIPT X APT TRACE WIRE LATERAL LINE TEE 90 DEG. STREET ELL (**'1_o RAINBIRD 3504/5000 ROTOR SWING JOINT L1.2 % SCALE : 1/4" = 1" THRUST AREA THRUST CAPS f PLUGS AREA THRUST AREA TEES I II: I 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) was 1 : 0 . ■ 1 • a@ 1 of - �II,1��,II,I�I�II,b���ll,l�l�ll,l���ll = W� oto w z � I J Z (2) 1" MARLEX U STREET ELLS 204 g 1" X 8-12" SCH 80 NIPPLE TRACE WIRE INSTALL WITH 30-456 ANGLE LATERAL LINEIf THRUST AREA SET TOP OF HEAD 1/4 IN. ABOVE FINISH GRADE, NOT FLUSH WITH TURF FOLIAGE FINISHED GRADE HUNTER I-40 SERIES ROTORS FIELD FABRICATED, TRIPLE SWING JOINT CONSTRUCTION USING (315 PSI RATED) SCH 80 PVC SLIP INLET -THREADED OUTLET IMPORTANT: •USE TEFLON TAPE ON ALL THREADED JOINTS • PREFABRICATED SWING JOINTS SHALL NOT BE USED UNDER ANY CIRCUMSTANCES (1) 1" MARLEX STREET ELL n\RAINBIRD 6504 ROTOR SWING JOINT L1.2 SCALE : 1/4• _ in CURRENT PLANNING Clark Close 03/21 /2022 a7 m w NN r � N DCo m� a� w �V �I U o U� 00 Q• a� U �p C N �N 3 J (!J N3 N Q m N N N o o w W 0 Z 0 Y W 0 U Q m m a N 00 o 0 W (N z t„ 0 am Z N W w o m LLI > o w w w a J 4-) _ 011) Q UU a� a o 0 � Z a4 a a O a .,W U U) o Z � Q J nsoi SCALE: NOTED PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—L2.1.DWG Plotted: 1.18.22-12:59 By(sjensen) BID #: L2ml R-419538 Sheet 38 of 40 I _ I I I I I I I I I � I I I I I� I �I I � I I I I I I 3' CHN LNKFNC 0 v' ASPHALT ROADWAY SOUTHWEST PLANTING PLAN ENLARGEMENT I I— ASPHALT • 0 z 0 20 40 80 GRAPHIC SCALE 2" DEEP MULCH - RING AROUND TREE TRUNKS IN HYDROSEED AREAS 4" C.P.P. WATERING - SLEEVE FILLED WITH PEA GRAVEL (TYP) ''I_I�IIII SCARIFY SUBGRAD A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE II SANITARY SEWER MANHOLE RIM=416.46 i6. IE=409.28, 8"PVC N IE=409.24, 8"PVC S h\"O A W W '" (9 T ° ° ° — o — o\ o — o — o — o — — T-W NE 9TH PLC x 665 W 11 NfTHNx?DOWNBRASDISK 0.6'f IN CASE PLANT SCHEDULE 6 CHN LNK FNC °� — — — — — _ — ss— / , 3 0.06' EAST OF CALCULA7ED CENTERLINE ss — ss — ss — ss — ss — ss — ss — ss — "< \ ' ` 1 SANITARY SEWER MANHOLE '— as as— \6� I(0210612020) s TREES CODE QTY BOTANICAL NAME COMMON NAME V I RIM=422. 5 T z SIREET SICN IE=414.0 8""PVC E I p 3 s Q 'fit ` IE=414.14, 6"PVC S 4 x ti I IE=414.06, 8"PVC NW STORM CATCH BASIN \N I I z 33' CEDAR RP=11 a \ I FLOW EA$$T I TYPE II 416. c STORM CATCH BASIN < GLTR 12 GLEDITSIA TRIACANTHOS INERMS SHADEMASTER LOCUST I. LADDER 90UTHWESi 1 RIM=41Z65 i 3 a RIM=416. 11 `\ 1$ m II I IE=412.36, 12"CPP E I \ 1 I IE=413.51, 8"CONC ESHADEMASTERIE=412.35, 2-CPP SSE CNLRET. WALL \IE=413.54, 8'CONC W ° TRAFFIC SPEED CAMERAP IE=412.72, 6'PVC SW 9 \I IE=412.40, 12'CPP W \ / 1 L ,:J 5 \ \ r is I I LADDER SOUTH I \ I 411 I\ \ STORM CATCH BASIN \ / 6 N170D FENCE N RIM=416.30 �, p a / \ \ \\ \ I IE=412.59, 12-CPP N — SOD 193,224 SF LAWN SOD \=d1955 19Y`PP W I cTrou /emu Oetlu 1 I E I ... .... ...... NOTE: SET ROOT CROWN AT OR SLIGHTLY ABOVE FINISH GRADE. TRUNK PROTECTOR 4" C.P.P. IN LAWN AREAS TREE ROOTBALL FINISH GRADE PLANTING SOIL BACKFlLL NOTE: r\JVCV/11\L r REMOVE ALL BURLAP AND WIRE FROM ROOTBALL AFTER PLACING IN PIT. SEE PLANS FOR ADJ. SOIL TYPES TYP. LAWN AREA TREE PLANTING DETAIL FIBER OPTIC MON 4\4�5 SANITARY SEWER MANHOLE RIM=414.22 / IE=40712, 81PVC N IE=40714, 8-PVC E IE=40ZO9, 81PVC S \ FLOW SOUTH LADDER WEST ss — SS — SS — SS — 55 1—4' CHAIN LINK FENCE STORM CATCH BASIN RIM=413.18 IE=409.81, 6"CONC E IE=409.35, 8'CONC W / cO ) �3' RP=3 \ / STORM CATCH BASIN / R=410.1.52 IE=4f0.17, 6'CONC SW SM CATCH BASIN SLID �*RIF 413.79 IE=410.14, 6'CONC NE IE=410.49, 61PVC S IE=409.89, 87PVC SW -8' RP=7 ''' LIGHT, I 'f \\ PED. CROSS LIGHT, OTRAFFIC PED. CROSS SIGN ~6" RP-6.5 b0 NOT ---"DO NOT ENTER" l l l20� Z6' RP-6.5 lIa Ia 11 l �J Y "BIKE LANE' I ,-8' RP-10 E2 6" �RP-f0 �SANI ARY SEWER MANHOLE RIM=412.00 IE=406.36, 81CONC S IE=406.40, 81CONC NW LADDER NORTHEAST of 7 RP-8 6DS ESTOP' 20 MPH' SCHOOLZONE AND AND CAA MERA CONTINUOUS OUTER ROW OF AREA FOR SPACING PLANTS SPACED 'P' ON CENTER ADJUSTMENT AND SET BACK FROM THE PLANTING BED EDGE 2/3 'P' + rt 2/3 'P' p1+ + + --EDGE OF PLANTING BED + + + + + + + + + + +_+/ \+/ \+/ \+_+ + + +P + + + + + + TRIANGULAR SPACING WITHIN 2/3 'P' PLANTING BED SPECIFIED PLANT SPACING='P' INDIVIDUAL PLANTS REPRESENTED AS: SAMPLE PLANTING BED JI \ , \, \, \, ---------\ ----� ------- ---- CENTER OF PLANT MASS SQUARE FOOTAGE PER PLANT TRIANGULAR GROUNDCOVER SPACING LAWN AKtAJ, OUTSIDE OF BALLFIELD OUTFIELD TnDcnlll cuDI ID P, ACV GROUNDCOVER 10 AREAS, SEE 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 6" OF SUBGRADE PRIOR TO ADDING REMAINING TOPSOIL TOPSOIL ROTOTILLED W/SUBGRADE SECTIONS. =IIIIIIIIIIIIIII—III- ROTOTILLED �- SUBGRADE I� ICI ICI ICI ICI ICI I 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" 9X CONTAINFR DIA_ FINISH GRAD DEPTH MULCH SEE PLANS - j� - , � III= � ' o MIN. utr i ri FOR ADJACENT � - —17 TOPSOIL UNDER SOIL TYPES� — ROOTBALL AT PLANTING SOIL 2 x ROOTBALL DIAMETER PARKING LOT BACKFlLL (SEE SPECS) ROUND PIT NOTE: REMOVE ALL BURLAP FROM ROOTBALL AFTER, Q REMOVE FROM CONTAINER PRIOR T0, PLACING IN PIT. � S HRUB PLANTING DETAIL SCALE : N. T. S. L3.1 l SCALE : N. T. S. NOTE: SHRUBS & GROUND COVER NOT SHOWN NOTE: REMOVE BURLAP AND WIRE FROM SIDES J OF ROOTBALL AFTER PLACEMENT IN HOLE. � NOTE: SET ROOT CROWN AT OR SLIGHTLY ABOVE FINISH GRADE. $� ORNAMENTAL FENCE TREE ROOTBALL & CONC. MOWSTRIP 4° C.P.P. WATERING 4 FERTILIZER TABLETS SLEEVE FILLED WITH2" DEEP MULCH HOLD DOWN 3" e PCA ��VEL (TYP) � I FROM TOP OF CURB 2% TRIANGULAR PLANT SPACING = P DIST. BETWEEN PLANT ROWS = R SQUARE FOOTAGE AREA PER PLANT 1.000 (12") 0.866 0.866 s1 GROUNDCOVER SPACING DETAILS l(�6 L3.1 SCALE : N. T. S 13.1 BACKF ILL (SEAFEI:S) _J I -IIILI I:,:::,] II _III v SCARIFY SUBGRADE 4" CORRUGATEV - COMPACT SUBGRADE TO 95%� PERFORATED (PP) OF MAX. DRY DENSITY (TYP) LATERAL DRAINLINE CURRENT PLANNING Clark Close 03/21/2022 Nalo TREE PLANTING AT CENTER ENTRY PLANTER CROSS SECTION a7 m o w y o a � 2 - 5 a� U � U � Q o � o �W rr1 a7� zm U Ip V J c C N � a w � 3 1�1 ISM JUJ N3 N Q m N L� 0 w V) 0 Lij C, C, U Q M H Z N O Z N 0 ,\ L�O� Ujo i wz W Z_N¢ FL V m mz NU < v10 w�JO 3:: U� = J— V) w i m m a N N W 00 0 w (N Z V) 0 CL Z N w 0 m Lu > 0 W w CL J_ Q T W Q 06 o Z J CG 1•'1 a a •� � C7 Z Z � � 0 Q a J s~ IL � V A-i a . C� V • x Cl) o nsoi SCALE: NOTED L3m1 R-419539 Sheet 39 of 40 SCALE : 1 /2' = 1'-0" SCALE: 1 /2' = 1'-0" PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-L3.1-L3.2.DWG Xrefs: (DIESEL evaluation failed) # Plotted. 1.27.22-13:05 By:(sjensen) BID #: Ln O W 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'-0'► (SIDEWALK) 8'-0''f (PLANTER) 8'-0"t N.T.S. (APPROXIMATE) NOTE: SHRUBS & GROUND I �I PROPOSED ORIGINAL COVER PLANTS NOT SHOWN R.O.W. LINE R.O.W. LINE NOTE: REMOVE BURLAP AND 1 9'-6" WIRE FROM SIDES OF ROOTBALL 80 (PER LLA) AFTER PLACEMENT IN HOLE z ORNAMENTAL FENCE 2" DEEP MULCH i NOTE: SET ROOT CROWN ``' v 3E & CONC. MOWSTRIP AT OR SLIGHTLY ABOVE � M 0 0 cn z 4" C.P.P. WATERING I I FINISH GRADE W z Y SLEEVE FILLED WITH z z . ° PEA GRAVEL (TYP) HOLD DOWN 3" _ TREE ROOTBALL w _ FROM TOP OF WALL ?% I 4" C.P.P. WATERING 1 4 FERTILIZER TABLETS z � w i 41 I I SLEEVE FILLED WITH 2" DEEP MULCH PLANTING SOIL BACKFILL X m w 24" R. '` NEW CONC. SIDEWALK PEA GRAVEL (TYP) N ° I I FINISH GRADE (CONTINUOUS) w EXISTING CURB a l _ AND GUTTER Sidi � T _ • �p:: °°o °° °° °°oo° °°oa° ; °°o°° I. I:. �Cd 6 1 ' SCARIFY SUBGRADE _, ; I�� <:: •`t _ �. 241 I _ ' K �e�vpl�F-D RRCOMPACT SUBGRADE TO 9590 ISEg - 36 DEEP ROOTBARRIER, OF MAX. DRY DENSITY (TYP) '� -�� q 14 O G 0 D I - (20 LENGTH TYP) TWO 4 CONDUIT 24 DEEP ROOTBARRIER, I� _ 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 81 NORTHWEST PLANTING PLAN ENLARGEMENT W.1 KALE: I' = 10' SEE 3 FOR SHRUB PLANTING L3.1 LSD — s 1 NORTHEAST PLANTING PLAN ENLARGEMENT L3.1 SCALE: 1" = 10' ' /%76" 51'-6" cs` PLANT SCHEDULE TREES (D _1.5 G O W 0 GROUND �r jj111L_■ SM-1 WA G� CODE QTY BOTANICAL NAME GIBI 7 GINKGO BILOBA'MAGYAR' COMMON NAME MAGYAR GINKGO PRYE 4 PRUNUS x YEDOENSIS 'YOSHINO' YOSHINO CHERRY STPS 6 STEWARTIA PSEUDOCAMILLIA JAPANESE STEWARTIA CONT CAL / SIZE DETAIL REMARKS B& B 3"CAL / 14-16' H G ROOTBALL MIN. 32"DIA X 19"DEEP, 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 ROOTBALL MIN. 32"DIA X 19"DEEP, L32 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 T 4' MATCHED SIZE & FORM CODE QTY BOTANICAL NAME ARUU 2,963 SF ARCTOSTAPHYOS UVA-URSI SAUM 958 SF SAXIFRAGA UMBROSA COMMONNAME KINNIKINNICK LONDON PRIDE THPS 404 SF THYMUS PSEUDOLANUGINOSUS WOOLY THYME —3" 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 v I I O O a7 m NN wDo in" r � N 102 D L .� m� a� U ° ° . o Q a� U �p V J m c C ° �N 3 J (!J N3 N Q m N N Lo N 0 0 W Z Y W U Q M H Z O - � N �� LLOC � ozwN¢ zo WZo w ��WZ FNU ¢ cno (n<J� Q U� = J— V w m Q N N N Lj °�°, o q 0 0 N N Z Z a. a. Z W Cn W O z z > o 0 W H H W W Cn J_ Q -) F_ s~ LU � 06 � o Z 4 J a a •- 0 z or-— Z � � 0 Q a � 1:3 a s~ IL cd Q V nsoi SCALE: NOTED to\ SOUTHWEST PLANTING PLAN ENLARGEMENT L3.1 i SCALE: 1" = 10' SOUTHEAST PLANTING PLAN ENLARGEMENT L3.1 % SCALE: 1" = 10' CURRENT PLANNING Clark Close 03/21/2022 PERMIT SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-L3.1-L3.2.DWG // Xrefs: (DIESEL evaluation failed) // Plotted: 3.09.22-21:51 By.(sjensen) BID #: L3m2 R-419540 Sheet 40 of 40