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Home My WebLink AboutzR-4028Set00 I 1 w z O Q > O z W �rr V i 0 w a J n J O O U 0 w J C0 G 0 z CU G LO 0 a2 N lil Q Z w \-POINT 369 n �OINT 57 N GRAPHIC SCALE 0 50 100 200 1" = 100 FEET SITE MAP SCALE: 1 "=100' y� J , py tPA,Sgj��l,1 1306 SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 STUDENT ACCESS C2.0 TESC & DEMOLITION PLAN C2.1 TESC & DEMOLITION PLAN C2.2 TESC & DEMOLITION PLAN C2.3 TESC & DEMOLITION PLAN C2.4 TESC NOTES & LEGEND C2.5 TESC NOTES & DETAILS C2.6 TESC NOTES & DETAILS C3.0 DRAINAGE PLAN C3.1 DRAINAGE PLAN C3.2 DRAINAGE PLAN C3.3 DRAINAGE PLAN C3.4 STORM DRAINAGE PROFILES C3.5 NOTES & DETAILS C3.6 NOTES & DETAILS C3.7 NOTES & DETAILS C3.8 NOTES & DETAILS C3.9 UNDERDRAIN DETAILS C4.0 GRADING, PAVING & HORIZONTAL CONTROL PLAN C4.1 GRADING, PAVING & HORIZONTAL CONTROL PLAN C4.2 GRADING, PAVING & HORIZONTAL CONTROL PLAN C4.3 PAVEMENT NOTES & DETAILS C4.4 DRAINAGE NOTES AND DETAILS L1.0 PLANTING PLAN L1.1 PLANTING PLAN L1.2 PLANTING PLAN L2.0 IRRIGATION DEMO L2.1 IRRIGATION PLAN L2.2 IRRIGATION PLAN L2.3 IRRIGATION PLAN L2.4 IRRIGATION DETAILS AS -BUILT 4v ■_ �.� EGISTEg� 1� I CERTIFY THAT THE INFORMATION SHOWN HEREON IONAL • WHICH WAS AS -BUILT BY AHBL, AND MAY INCLUDE 1/07/2019 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - ALTERATAIN OF THIS DMENT SHALL INVXMTE THE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONMSEAL AND SNHATURE.PUBUTATIONOF THIS DOMWW DOES NOT DEROGATE HIM RESERVED Know what'sbelOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. 0011ERSHIP WM IN ff. THIS DOWN7 � TACOMA SEATTLE•SPOKANE•TRI-CITIESONLY WINE PRUW DENIM WINE 1 AND IS NOT TO BE USED FOR REPAIR R0100EL OR call before you dig. AHBL PROJECT NO.2180059 ADDTRON TO THAT PROkECT OR FOR ANY OTHER PRo M. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 N0, 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB TEMPORARY BENCHMARK TBM #1 AHBL #100 NAIL AND WASHER N:186930.6371 E:1306766.9234 ELEV:356.63 TBM #2 AHBL #101 NAIL AND WASHER N:187118.1267 E:1306675.4727 ELEV: 354.06 TBM #3 AHBL #102 NAIL AND WASHER N:186990.8120 E:1306488.4359 ELEV:351.91 TBM #4 AHBL #103 REBAR AND CAP N:187112.9252 E:1306223.8651 ELEV:343.64 UTILITIES / SERVICES WATER: CITY OF RENTON PHONE: (425)-430-7210 SANITARY SEWER: CITY OF RENTON PHONE: (425)-430-7332 STORMWATER: CITY OF RENTON PHONE: (425)-430-7332 POWER: PUGET SOUND ENERGY PHONE: 1-888-321-7779 GAS: PUGET SOUND ENERGY PHONE: 1-888-321-7779 PHONE: CENTURY LINK PHONE: 1-800-244-1111 ONE CALL: 1-800-424-5555 LEGAL DESCRIPTION TBM #5 AHBL #104 REBAR AND CAP N:186922.5518 E:1306223.5816 ELEV:338.86 POR S 1/2 OF NW 1/4 OF SW 1/4 OF SW 1/4 & SW 1/4 OF SW 1/4 OF SW 1/4 LESS RDS GENERAL NOTE 1. CONSTRUCTION SURVEY SHALL BE PROVIDED BY THE CONTRACTOR. 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 AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: WILLIAM FIERST, P.E. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. EARTHWORK INFORMATION :1 LaKe arenas 00 Lake Washington Apartments WE x Gene Coulon Memorial Pinnacle 01) Lake Beach Park Washbgton Apartments W �pa�kpr THE LANDING N t S4 Fry's Electronics APPROX. 286 CUBIC YARDS CUT APPROX. 2208 CUBIC YARDS FILL NET: APPROX. 1,922 CUBIC YARD FILL NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE. CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. INSPECTION NOTIFICATION CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA. 98057 PH: (425) 430-7200 PRECONSTRUCTION A1^TC1�+ 1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE DEVELOPMENT SERVICES DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION BEFORE BEGINNING: A. INSTALLING SILTATION AND EROSION CONTROL MEASURES B. CLEARING AND GRUBBING C. EARTHWORK D. INSTALLATION OF ANY UNDERGROUND UTILITY E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE OWNER RENTON SCHOOL DISTRICT 7812 S 124TH ST SEATTLE, WA 98178 PH: (425) 204-4479 CONTACT: STEWART SHUSTERMAN BASIS OF BEARING VERTICAL DATUM NAD 83/91 CITY OF RENTON CONTROL NETWORK HOLDING POINT NUMBERS 57 AND 369. POINT 57 - 3" BRASS DISC IN CASE AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE. N=186452.8651 E=1306190.3942 POINT 369 - BRASS DISC IN CASE LYING IN CENTER OF EDMONDS AVENUE NE APPROXIMATELY 185 FEET NORTHERLY OF INTERSECTION WITH NE 20TH STREET. N=189092.0330 E=1306215.3062 NAVD 88 CITY OF RENTON CONTROL NETWORK HOLDING POINT NUMBERS 57 AND 369. POINT 57 - 3" BRASS DISC IN CASE AT INTERSECTION OF NE 12TH STREET AND EDMONDS AVENUE NE. ELEVATION=326.43' POINT 369 - BRASS DISC IN CASE LYING IN CENTER OF EDMONDS AVENUE NE APPROXIMATELY 185 FEET NORTHERLY OF INTERSECTION WITH NE 20TH STREET. ELEVATION = 332.57' CIVIL ENGINEER / LANDSCAPE ARCH / SURVEYOR AHBL, INC. 2215 NORTH 30TH STREET SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CIVIL CONTACT: ADAM BRAUN, P.E. OR ANNE TURPIN, P.E. LANDSCAPE ARCH CONTACT: KRISTIN GLANDON, P.L.A. SURVEY CONTACT: DAVID FOLLANSBEE, P.L.S. CONSTRUCTION RECORD DRAWINGS SURVEYED: DESIGNED: STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN: AMT ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: BJS REVISION BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL NAD 1983/1991 DATUM SITE NF J14d M LOCATION .f SE 104e ar CL z S• C1~ McKnight Middle a0 m toodwill Denton h s rt � z NE 131h PI � r°r e m � m Nf 171h st ME 121h st Tree • )011ar ] p�tk Ar yg -15 NF 11thpi 6t�- W'j x 11 a m t NE 1 lth St 9 t r�i , a z NE I h1h PI a a hif s et C r NE Tfllh P! NF. 1DIh St NE loth I n ° iw NE A 3 m INC 19th SI N!: 9111 PI NE 7th S! z ° m NF 'S ? w 4 kJr •r VICINITY MAP SCALE: 1" = 1,000' SITE INFORMATION SITE ADDRESS: 1200 EDMONDS AVENUE NE, RENTON, WA 98056 PARCEL NUMBER: 7227801860,0423059048 SECTION, TOWNSHIP, RANGE: SW 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN PARCEL AREA: 20.39 ACRES N PROJECT AREA: 3.34 ACRES UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA C) Lo co T �� O 0 I rr z 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT O BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND Q AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Q 5. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. z w CITY OF 1;R] RENTON Planning/Building/Public Works Dept. 0 J W LL Q J R-402801 a 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT COVER SHEET vJ Ljj 0 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO:- C1.0 2 SHEET: OF. 1 32 O N LO O O 00 T Iql- O O O M W cry, n Z O O Z W rY VJ J W H Q J n J O O U w J r) 0 Z U 00 N O O 0 w z O Q O z w 0 w_ H J n J O O U LU CO G 2 0 z U G 0 LO N W Q Z w s41W(2 c �\ 1 X- I EXISTI I G TENNIS I COURTS I I i I I I I EXISTING SCHOOL PARKING / i I (TYP) / SF 1 I / 1 5 I \ �(TYP) � 11 � I l 6 � (TYP) *Aftft is all ■■mommoft■ m MgTCHQNE ■ i4ft SHEET C2.2 A 42-01 111 T • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 \ 2 \ (TYP) \ �,�0 G� BENck .: . 11 6 BLEACRS (TYP) 1 (TYP) 11 1 � }7/�� T � / MgTcy` SyFFT c� .2 ■ 1 _ ■ — F—< 6 9 STC8#501 TYPE 2 RIM:353.60 "CPP NE IE:346. ■ 12' CPP SW IE:346.33 '_AD E-o `1 LLO M 3 ■N U w 14 w 2 O U) ■ LJJ � 5 ■ J (TYP) _ Q ■ (TYP) CONSTRUCTION f ■"W V V STORM DRAINAGE REVISIONS FAC0MA•SEATTLE•SPOKANE•TRI-CITIES Al ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. REVISION 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB SURVEYED: DESIGNED: AMT 09/20/2019 AC B DRAWN. AMT AMT 01 28 2019 ACB CHECKED: Bis BY DATE APPR APPROVED: WJF I I I BASE BID_ KEYNOTES ODEMOLISH AND/OR SALVAGE IRRIGATION ITEM. REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. OPROTECT EXISTING CHAIN LINK FENCE. O3 DEMOLISH ASPHALT PATH. 4O PROTECT EXISTING TREE. OSEE LANDSCAPE FOR IRRIGATION REMOVAL. SEE GENERAL NOTE 1 THIS SHEET. O6 PROTECT EXISTING ASPHALT SURFACE. O7 PROTECT IRRIGATION. O8 PROTECT EXISTING UTILITY. OPROTECT EXISTING 8-INCH CITY WATER MAINS DURING CONSTRUCTION OF IMPROVEMENTS. 10 NOT USED 11 PROTECT BLEACHERS, BENCHES AND TRASH CANS. 12 DEMOLISH BENCHES. SEE LANDSCAPE PLANS FOR REPLACEMENT BENCHES. 13 REMOVE FENCE AS NEEDED FOR DETENTION SYSTEM INSTALLATION. SALVAGE FOR REINSTALLATION. 14 TEMPORARY SEDIMENT TRAP 15 INTERCEPTOR SWALE 1 C2.6 GENERAL NOTE 1. COORDINATE DEMOLITION, SALVAGE, INSTALLATION AND SLEEVING OF IRRIGATION COMPONENTS WITH DEMOLITION AND PAVEMENT INSTALLATION. 2. SEE IRRIGATION DEMO PLAN L2.0 FOR DEMOLITION OF IRRIGATION SYSTEM. 3. WET SEASON EROSION CONTROL MEASURERS SHALL BE APPLICABLE FROM OCTOBER 1ST TO APRIL 30T" GRAPHIC SCALE 0 10 20 40 1" = 20 FEET ORD DRAWINGS SCALE AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL NAD 1983/1991 DATU M KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. TESC LEGEND INLET SEDIMENT PROTECTION CLEARING LIMITS SILT FENCE SEDIMENT TRAP EMERGENCY OVERFLOW INTERCEPTOR SWALE (COR STD. PLAN 217.10) CHECK DAM (COR STD. PLAN 217.40) 2 C2.5 v v v 3 C2.5 4 C2.5 C2.6 00 2 C2.6 DEMOLITION LEGEND: IRRIGATION ROTOR SEE L2.0 FOR DEMOLITION Ah NOZZLE SEE L2.0 FOR DEMOLITION ®®OO NOZZLE --SOFTBALL FIELDS, BASEBALL & SOCCER FIELDS SEE L2.0 FOR DEMOLITION tl� D 0 REMOTE CONTROL VALVE SEE L2.0 FOR DEMOLITION QUICK COUPLER VALVE SEE L2.0 FOR DEMOLITION • IRRIGATION LINE SEE L2.0 FOR DEMOLITION SAWCUT LINE DEMOLISH EXISTING PAVEMENT O N L0 O 00 T 67 u z 0 a O z w 0 J W LL Q J R-402803 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC & DEMOLITION PLAN U w J 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO: C2.0 2-1 SHEET: OF. 3 32 00 N O O 0 w z O Q O z w 0 w H a J n J O O U LU 0 CO G 0 z U G 0 LO N W zz w ■ O ■ N ■ U LU LU U) LU ■ z ■ 5 (TYP) ■ 5 ■ (TYP) ■ MATCHLINE-� ■ SHEET C2.2 -�� ■ ■ — A 42-01 111 T • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 � 00 (TYP) I Mq, P�0 EXISTING ASPHALT ACCESS DRIVE EXISTING — BASKETBALL COURTS TESC LEGEND INLET SEDIMENT PROTECTION CLEARING LIMITS SILT FENCE STABILIZED CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10) INTERCEPTOR SWALE (COR STD. PLAN 217.10) CHECK DAM (COR STD. PLAN 217.40) BASE BID_ ®2 C2.5 v v v 3 C2.5 1 C2.5 C2.6 o, 2 000 C2.6 KEYNOTES / DEMOLISH AND/OR SALVAGE IRRIGATION ITEM. REFER TO O LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 2O PROTECT EXISTING CHAIN LINK FENCE. O3 DEMOLISH ASPHALT PATH. 1 4O PROTECT EXISTING TREE. OSEE LANDSCAPE FOR IRRIGATION REMOVAL. SEE GENERAL NOTE 1 THIS SHEET. O6 PROTECT EXISTING ASPHALT SURFACE. O7 PROTECT IRRIGATION. O8 PROTECT EXISTING UTILITY. O9 REMOVE SECTION OF CHAIN LINK FENCE. 10 PROTECT EXISTING 8-INCH CITY WATER MAINS DURING CONSTRUCTION OF IMPROVEMENTS. 11 PROTECT BLEACHERS, BENCHES AND TRASH CANS. DEMOLISH EXISTING ASPHALT PATH. CONTRACTOR MAY 12 USE AS PART OF CONSTRUCTION ENTRANCE UNTIL FAILURE AT WHICH TIME IT SHALL BE REPLACED FOR PROPER CONSTRUCTION ENTRANCE. 13 PROTECT EXISTING MANGATE. 14 NOT USED 15 INTERCEPTOR SWALE 1 C2.6 16 TEMPORARY STUDENT ACCESS WALK GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CONSTRUCTION RECORD DRAWINGS L" W V V STORM DRAINAGE REVISIONS FAC0MA•SEATTLE•SPOKANE•TRI-CITIES Al ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. REVISION 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB SURVEYED: DESIGNED: AMT 09/20/2019 AC B DRAWN. AMT AMT 01 28 2019 ACB CHECKED: BJS BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DEMOLITION LEGEND: VERTICAL: NAVD 19M HORIZONTAL NAD 1983/1991 DATU M IRRIGATION ROTOR SEE L2.0 FOR DEMOLITION Ah NOZZLE SEE L2.0 FOR DEMOLITION ©®O NOZZLE --SOFTBALL FIELDS, BASEBALL & SOCCER FIELDS SEE L2.0 FOR DEMOLITION ll� 00 REMOTE CONTROL VALVE SEE L2.0 FOR DEMOLITION QUICK COUPLER VALVE SEE L2.0 FOR DEMOLITION IRRIGATION LINE SEE L2.0 FOR DEMOLITION SAWCUT LINE DEMOLISH EXISTING PAVEMENT GENERAL NOTE 1. COORDINATE DEMOLITION, SALVAGE, INSTALLATION AND SLEEVING OF IRRIGATION COMPONENTS WITH DEMOLITION AND PAVEMENT INSTALLATION. 2. SEE IRRIGATION DEMO PLAN L2.0 FOR DEMOLITION OF IRRIGATION SYSTEM. 3. STUDENT ACCESS TO WALKING PATH MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. INSTALL THE TEMPORARY ACCESS PATH PRIOR TO BEGINNING CONSTRUCTION. REMOVE THE PATH AND RE-ESTABLISH LAWN AT THE COMPLETION OF CONSTRUCTION. DAMAGE TO IRRIGATION SYSTEM SHALL BE REPAIRED AT CONTRACTOR EXPENSE. yii a NN 14 0 � KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. 67 u O O CIS z O \Q O z w 0� �r VJ 0 w LL J n R-402804 -i O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC & DEMOLITION PLAN 2 U J 0 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO: C2.1 SHEET: OF. 4 32 00 N 't CD w z O Q > O z w rr 0 w LL a J n O O U w C0 G z U LO 0 N lil zz w MATCHLINE SHEET C2.3 I■■�■■�■■�■■� 1 1 I I • / (TYP) 6 (8" CPP NE 21" LID 8" CPP N 4" CPP S 8" CPP z m N cn m m ° HARRINGTON AVE NE J . FJ ■ pF WASft,, r_ z m cn m m N ■ AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON �'`%NAL • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - mm ALTERATION OF THIS DOCUMENT SHALL INVALDATE THE � FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONAL SEAL ANDSNHaTURE.vuBL�c70OF a) THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Know whars beloW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. 011INERSHIP WM IN ff. THIS DOMNIM � TAC0MA•SEATTLE•SPOKANE•TRI-CITIES ONLY FM THE PRUW DENTIFB IN THE AND IS NOT TO BE USED FOR REPAlk REMODEL OR Call before you dig. AHBL PROJECT NO.2180059 ADDITION TO THAT PROkECT OR FOR ANY OTHER PRGECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com wEE CONSTRUCTION RECORD DRAWINGS STORM DRAINAGE REVISIONS AMT EO1 /20/20 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 28 20 NO. REVISION BY DATE SURVEYED: DESIGNED: 9 AC B DRAwN. AMT 9 ACB CHECKED: BJS A P P R APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM ALTERNATE BID NO. 1 0 DEMOLITION LEGEND: GENERAL NOTE IRRIGATION ROTOR SEE L2.0 FOR DEMOLITION 1. COORDINATE DEMOLITION, SALVAGE, INSTALLATION AND SLEEVING OF NOZZLE SEE L2.0 FOR DEMOLITION ©® +0 IRRIGATION COMPONENTS WITH DEMOLITION AND PAVEMENT NOZZLE --SOFTBALL FIELDS, BASEBALL & SOCCER INSTALLATION. FIELDS SEE L2.0 FOR DEMOLITION 0 2. SEE IRRIGATION DEMO PLAN L2.0 FOR DEMOLITION OF IRRIGATION SYSTEM. REMOTE CONTROL VALVE SEE L2.0 FOR DEMOLITION QUICK COUPLER VALVE SEE L2.0 FOR DEMOLITION IRRIGATION LINE SEE L2.0 FOR DEMOLITION SAWCUT LINE DEMOLISH EXISTING PAVEMENT TESC LEGEND INLET SEDIMENT PROTECTION CLEARING LIMITS SILT FENCE SEDIMENT TRAP EMERGENCY OVERFLOW INTERCEPTOR SWALE (COR STD. PLAN 217.10) CHECK DAM (COR STD. PLAN 217.40) TREE PROTECTION FENCING (COR STD. PLAN 217.40) 3 C2.5 4 C2.5 C2.6 2 GRAPHIC SCALE Z 0 10 20 40 1" = 20 FEET KEYMAP CITY OF 1;R) RENTON NUF Planning/Building/Public Works Dept. KEYNOTES DEMOLISH AND/OR SALVAGE IRRIGATION ITEM. 0 REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 2O PROTECT EXISTING CHAIN LINK FENCE. O3 DEMOLISH ASPHALT PATH. OIF EXISTING FENCE IS REMOVED, PROTECT 1 EXISTING TREE WITH FENCING PER DETAIL. L1.2 OSEE LANDSCAPE FOR IRRIGATION REMOVAL. SEE GENERAL NOTE 1 THIS SHEET. O6 PROTECT EXISTING ASPHALT SURFACE. O7 PROTECT IRRIGATION. O8 PROTECT EXISTING UTILITY. O9 REMOVE SECTION OF CHAIN LINK FENCE. 10 DEMOLISH EXISTING TREE. 11 PROTECT EXISTING UTILITY ABANDON PIPE IN PLACE UNDER ASPHALT PATH. 12 CAP OR GROUT PIPE END TO PROVIDE WATERTIGHT SEAL. 13 NOT USED 14 TEMPORARY SEDIMENT TRAP 1 O O O 00 T A � u O O 15 INTERCEPTOR SWALE C2.6 Z O 16 DEMOLISH STORM PIPE AND/OR STRUCTURE Q O z w U) 0 J w LL Q J R-402805 _j 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC & DEMOLITION PLAN U cn J 0 0 2 DATE: 1/15/2019 = FIELDBOOK: PAGE _ DRAWING NO: z C2.2 SHEET: OF. 5 32 00 N O 0 w z O Q O z w 0 w H a J n J O O U w J 0 C0 G 0 z U 0 LO 0 N z Know what's below. Call before you dig. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 11/7/2019. AHBL PROJECT NO. 2180059 y J. �r TgA,$JI�� .�� d'EGISTEg�9 i s`sIONA�Cs 1/07/2019 ALTERATION OF THIS DOONIENT SHALL INNALDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUIENT DOES NOT DEROGATE FROM RESERVED ONNERSHP ROHM N FE THIS DOCINENT IS FOR USE TACO M A • SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PRO,ECT IDENTIFIED N THE 7FRE BLOCK AND IS NOT TO BE USED FOR WAR, REMODEL OR ADDFRON TO 1HAT PROECT OR FOR ANY OTTER PRGIECF. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB MATCHLINE SHEET C2.2 L GRAPHIC SCALE 0 10 20 40 1" = 20 FEET f ALTERNATE BID NO. 1 TESC LEGEND INLET SEDIMENT PROTECTION CLEARING LIMITS SILT FENCE ®2 C2.5 3 C2.5 NOTE 1. COORDINATE DEMOLITION, SALVAGE, INSTALLATION AND SLEEVING OF IRRIGATION COMPONENTS WITH DEMOLITION AND PAVEMENT INSTALLATION. 2. SEE IRRIGATION DEMO PLAN L2.0 FOR DEMOLITION OF IRRIGATION SYSTEM. 0 KEYNOTES O1 DEMOLISH AND/OR SALVAGE IRRIGATION ITEM. REFER TO Q LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. N L0 O2 PROTECT EXISTING CHAIN LINK FENCE. O O 0 NOT USED. co O4 PROTECT EXISTING TREE. U OSEE LANDSCAPE FOR IRRIGATION REMOVAL. SEE GENERAL NOTE 7. O6 PROTECT EXISTING ASPHALT SURFACE. 0 PROTECT IRRIGATION. O8 PROTECT EXISTING BASIN FOR NEW 8" STORM PIPE. O9 NOT USED. Q 10 DEMOLISH EXISTING TREE. O 11 NOT USED. Q 12 ABANDON PIPE IN PLACE. CAP OR GROUT PIPE END TO OI PROVIDE WATERTIGHT SEAL. T rr DEMOLITION LEGEND: IRRIGATION ROTOR SEE L2.0 FOR DEMOLITION Ah NOZZLE SEE L2.0 FOR DEMOLITION ©®O NOZZLE --SOFTBALL FIELDS, BASEBALL & SOCCER FIELDS SEE L2.0 FOR DEMOLITION ll� DO REMOTE CONTROL VALVE SEE L2.0 FOR DEMOLITION QUICK COUPLER VALVE SEE L2.0 FOR DEMOLITION IRRIGATION LINE SEE L2.0 FOR DEMOLITION SAWCUT LINE CONSTRUCTION RECORD DRAWINGS STORM DRAINAGE REVISIONS I AMT 109/20/20191 ACB Al 1ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS I AMT 101/28/20191 ACB NO. REVISION SURVEYED: DESIGNED: DRAWN: AMT CHECKED: BJS APPROVED: WJF AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M /// j�\\\ %j N\ � X ;; C2.3 KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. R-402806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC & DEMOLITION PLAN DATE: 1/15/2019 PAGE C2.3 SHEET: OF. I; 32 z O Q O z w 0 W H Q 0- J O O 2 U LU 0 0 I— /2 V z U 5 G 00 N O F O F W z O Q O z W rr cn 0 J W_ U_ a J n J O O U cn W J 0 0 z CU G 0 LO N W zz w EROSION CONTROL NOTES: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 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. 4. 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST 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 EROSION AND SEDIMENT FACILITIES 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. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE INSPECTION SCHEDULE: PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS DURING NON WET SEASON. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 1. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS. 2. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. 3. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. HYDROSEEDING NOTES: 1. HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2. HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANTING SCHEDULE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING.) 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10. SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. MULCHING NOTES: 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 16. ALL TESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION AND SITE IS STABILIZED. 17. DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES EXCEPT DURING THE WET SEASON. DURING THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES. 18. STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 19. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 20. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 21. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 22. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE SHALL BE STOCKPILED ON SITE. 23. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 24. ANY RUNOFF GENERATED BY DEWATERING SHALL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SOIL NOTES: A. PROTECT THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE COVERED BY IMPERVIOUS SURFACING OR INCORPORATED INTO A DRAINAGE FACILITY. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. B. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. C. AMEND THE SOIL TO MITIGATE FOR LOSS OF MOISTURE HOLDING CAPACITY IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. SEE LANDSCAPE PLANS FOR MORE DETAILS. y J. �r WASfJj�� AS -BUILT ��w� ■1 I CERTIFY THAT THE INFORMATION SHOWN HEREON gE�� • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE o��ssIONAL1/07/2019 _ 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING -D - ALTERATION OF THIS DOCUMENT SHALL INVALDATE THE � FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY SON&SEa mSmiuRE.vum7mOF 13 THIS DOM ENT DOES NOT OEROGAIE FROM RESERVED Know what's beloW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. � TACOMA SEATTLE•SPOKANE TRI-CITIES OWY FM THE PRUM MTIFB IN THE AND IS NOT TO BE USED FOR REPAIR, R0100EL OR Call before you dig. AHBL PROJECT NO.2180059 ADDITION TO THAT PROkECT OR FOR ANY OTHER PRGECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB GENERAL NOTES: 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE IMPROVEMENTS IF NECESSARY. 3. GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 4. CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED RECORDS. 5. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 6. BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. 7. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. 8. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF CONSTRUCTION SEQUENCE: 1. STAKE THE CLEARING LIMITS BEFORE THE PRE -CONSTRUCTION MEETING. 2. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON, OWNER, CONTRACTOR, ESC LEAD, AND ENGINEER. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC LEAD. 4. FENCE CLEARING LIMITS AND TREE PROTECTION AREAS. 5. INSTALL CATCH BASIN SEDIMENT PROTECTION. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SPECIFIED ON THE ESC PLAN OR REQUIRED BY THE CITY INSPECTOR. 7. GRADE AND STABILIZE CONSTRUCTION ENTRANCE. 8. DEMOLISH EXISTING PAVEMENT AREAS AS INDICATED ON PLAN. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, CHECK DAMS, TEMPORARY SEDIMENT POND, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES 5HAV OR GREATER. ALL FILLS MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT. 12. 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 REQUIREMENTS. 13. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES. 14. ROUGH GRADE SITE. 15. CONSTRUCT PERMANENT STORMWATER FACILITIES. 16. CONSTRUCT ALL OTHER SITE IMPROVEMENTS. 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18. SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON SUBSTANTIAL COMPLETION, ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM THE CITY OR RENTON. 20. TEST IRRIGATION SYSTEM. TESC FACILITIES. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL FACILITIES INCLUDING BUT NOT LIMITED TO FILTER FENCE, CATCH BASIN PROTECTION, SWALES, MULCHING AND SEEDING. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY OF RENTON TESC REQUIREMENTS. 10. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. WHEEL WASHES SHALL BE PROVIDED IF THE NOTED EROSION CONTROL MEASURES ARE NOT ADEQUATE TO PREVENT SEDIMENTS FROM ENTERING THE ROW 11. CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 12. PROTECT EXISTING UTILITIES WITHIN THE WORK LIMITS NOT SPECIFICALLY INDICATED FOR DEMOLITION. ADJUST EXISTING UTILITIES TO FINISHED GRADE. 13. CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESC MEASURES AT COMPLETION OF PROJECT. 14. SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 15. CONTRACTOR IS REQUIRED TO USE EXISTING TRUCK HAUL ROUTES AS NOTED PER CITY OF RENTON ORDINANCE 5339. ORDINANCE 5339 SPECIFIES THAT TRUCKS TAKE THE MOST DIRECT ARTERIAL ROUTE TO OR FROM ONE OF THE DESIGNATED TRUCK ROUTES. NE SUNSET BLVD (STATE HIGHWAY 900) SOUTH OF THE SITE IS A DESIGNATED TRUCK ROUTE. EXISTING LEGEND: SURVEY 0 SET NAIL AND WASHER MISCELLANEOUS BOLLARD SIGN AS NOTED FENCE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER LINE STORM DRAINAGE ❑ STORM CATCH BASIN ❑0 STORM MANHOLE ® ROOF DRAIN - STORM LINE NATURAL GAS GAS VALVE GAS LINE POWER 1 , ELECTRICAL VAULT z JUNCTION BOX 0 LUMINAIRE - - - - P ELECTRICAL LINE - - - - T COMMUNICATION LINE TREES C=CEDAR CW=COTTONWOOD, M=MAPLE, U= UNKNOWN SURFACING CONCRETE ASPHALT CONTOUR MAJOR - -XXX- - INTERVAL CONTOUR MINOR - - - -XXX- - - INTERVAL PROPERTY/RIGHT-OF-WAY LINE CONSTRUCTION RECORD DRAWINGS STORM DRAINAGE REVISIONS 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS NO. REVISION SURVEYED: DESIGNED: AMT 09/20/2019 AC B DRAWN. AMT AMT 01 28 2019 ACB CHECKED: BJS BY DATE APPR I APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 16. THE SITE TOPOGRAPHIC SURVEY WAS COMPLETED BY THE OWNER'S CONSULTANT. PRIOR TO CONSTRUCTION AND MOVING MATERIAL, THE CONTRACTOR SHALL REVIEW THE SURVEY AND PROVIDE THE OWNER A SIGNED LETTER INDICATING THE CONTRACTOR AGREES WITH THE CONDITIONS NOTED BY THE SURVEY. IF THE CONTRACTOR DOES NOT AGREE WITH THE CONDITIONS OF THE SURVEY, THE CONTRACTOR SHALL COMPLETE AN INDEPENDENT 3RD PARTY SURVEY AND PROVIDE IT TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION OR MOVING MATERIAL. NOTES 1. COORDINATE DEMOLITION AND SALVAGE NECESSARY TO PROVIDE OF IRRIGATION COMPONENTS WITH IMPROVEMENTS. CONTRACTOR SHALL IRRIGATION CONTRACTOR. COORDINATE DISPOSE OF EXCESS SOD AND TOPSOIL INSTALLATION OF IRRIGATION SLEEVING ONSITE. WITH PAVING INSTALLATION. 7. SEDIMENTS TRACKED ONTO PAVED 2. DEMOLITION: IT IS THE INTENT OF THE SURFACES SHALL BE REMOVED BY WORK UNDER THIS CONTRACT TO SWEEPING. SEDIMENTS SHALL NOT BE INCLUDE THE DEMOLITION OF ALL WASHED DOWNSTREAM. SPRAY EXISTING SITE IMPROVEMENTS AS EXPOSED SOILS WITH WATER TO INDICATED BY THIS DRAWING OR AS PREVENT DUST. RUNOFF SHALL NOT BE REQUIRED FOR NEW CONSTRUCTION. IT CREATED BY SPRAYING. EROSION IS THE CONTRACTOR'S RESPONSIBILITY CONTROL MEASURES SHALL BE TO FULLY REVIEW THE SITE CONDITIONS PROVIDED THROUGHOUT AND TO CORRELATE THESE CONSTRUCTION. OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY 8. PROTECT EXISTING PLANTS AND DEMOLITION, WHETHER SHOWN OR NOT, VEGETATION TO REMAIN. AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 9. PROTECT EXISTING UTILITIES AND PAVING WITHIN THE WORK LIMITS. RAISE 3. CLEARING: IT IS THE INTENT OF THE EXISTING UTILITIES TO FINISHED GRADE. O N L0 O O 00 T 16 O 0 0 O F 00 WORK UNDER THIS CONTRACT TO REPLACE DAMAGED PAVING. PROTECT z CONDUCT ALL CLEARING NECESSARY TO EXISTING UTILITIES AND PAVING BEYOND O BE ABLE TO COMPLETE ALL THE WORK THE WORK LIMITS. OF THIS PROJECT. 10. HYDROSEED ALL NON -PAVED DISTURBED Q 4. CONTRACTOR SHALL LEGALLY DISPOSE AREAS FOR EROSION AND OFF THE OWNER'S PROPERTY, ALL SEDIMENTATION CONTROL PER SHEET O DEMOLISHED AND REMOVED MATERIALS, C2.4. z UNLESS INDICATED OTHERWISE. W 11. CONTRACTOR SHALL HAVE THE OPTION 5. BACKFILL AND COMPACT ALL VOIDS AND OF PERMANENT SODDING IN LIEU OF DEPRESSIONS OCCURRING AS A RESULT SEEDING FOR EROSION AND (f� OF DEMOLITION ACTIVITIES WITH SEDIMENTATION CONTROL AT NO 0 APPROVED BACKFILL. ADDITIONAL EXPENSE TO THE OWNER. J W 6. REMOVE EXISTING SOD AND TOPSOIL AS Q J R-402807 a 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC NOTES & LEGEND U J 0 = DATE: 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO: C2.4 SHEET: OF. 7 32 00 N O 0 W I— Z O I— O Z W �fr V J 0 J W_ 1 a I..L J O O 2 U J 0 C� Z U 0 to ao C4 w Q z w DRIVEWAYS SHALL BE PAVED TO THE EDGE GROPD / OF R-O-W PRIOR TO INSTALLATION OF THE AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEW1 IS A ROADSIDE DI PER CITY ROAD E 5�• 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 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 GRABTENSILE STREBNGTH(ASTM D4751) 1200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 130%MAX. MULLEN BURSTSTRENGTH (ASTM D3786-80A) 1400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME 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. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. 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 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 THE WHEEL WASH- IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED 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 ATHREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 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. O~ Y O STD. PLAN - 215.10 PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 N CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10) NOT TO SCALE BASE BID - DRAINAGE GRATE _ rTRIM GRATE FRAME e d p - SEDIMENTANDDEBRIS v OVERFLOW BYPASS r D P p BELOW INLET GRATE DEVICE FILTERED WATER e A A SECTION VIEW REC" DRAINAGE GRATE - ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD)forthe storm watershucture itwill service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of tits BIGD without spilling the collected material. 4. Perform maintenance in accordance With Standard Specification 8-01.3(15). 1 Y�O PUBLIC WORKS DEPARTMENT =M (TYP.) CATCH BASIN FILTER STD. PLAN — 216.30 MARCH 2O08 CATCH BASIN FILTER (COR STD. PLAN 216.30) NOT TO SCALE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FDI IIVAI FNT T ATTM.H FARRI(: Tr] P(VgT 6' MAX. u � POST SPACING MAY BE INCREASED TO F IF WIRE BACKING IS USED 2'S2" BY 14 G.. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FA MINIMUM 411' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2W WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION 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 INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ail: SIEVE SIZE(Q60-0.15KMF FOR SILT FILM ADS (ASTM D4751) 50-100SIEVE SIZE a.300.15 FOR OTHER FABRICS WATER PERMITRVITY ASTM D491 0.02 SECII MINIMUM 180 LBS' MIN. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRENCHT(ASTM D4632) 100 LBS. MIN. FOR STANDARD STRENGHr FABRIC GRABTENSILE ELONGATION ASTM D4632 30%MAX. ULTRAVIOLATE 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:1 V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD 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 REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTE)CTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS + i DEPARTMENT SILT FENCE SILT FENCE (COR STD. PLAN 214.00) NOT TO SCALE 4' 4 BERM BERM TOP _OF_BERM =_35616 ?51 0 — — — — EMERGENCY OVERFLOW = 355.16 — — — — — — — — — 55 — EXISTING EXISTING \ �1 1 GROUND GROUND — BOTTOM OF POND 351.66 MIN. BASEBALL FIELD SEDIMENT TRAP -SECTION (COR STD. PLAN 211.00) NOT TO SCALE AS -BUILT /" EGISTEg� ��s10NAL I CERTIFY THAT THE INFORMATION SHOWN HEREON MLOCATIONS, WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 0 ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ALTERATION OF THIS DMOIT SHALL INVM IMTE THE lSE&MSIWIURE.Pueuc70OF Knowwhatrs belOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. THIS DOD11QlT DOES NOT DEROGATE FROM RESOM TACO MA SEATTLE SPOKANE TRI-CITIES 1 call before dig. AHBL PROJECT NO.2180059 AND IS NOT TO BE USED FOR REPAIR 1110100EL OR ADDITION TO THAT PROECT OR FOR ANY OM PRo M. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 you N0. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB STD. PLAN — 214.00 MARCH 2O08 rl MIN 1'-;O�ERFLONTOEPTM T E�TylytlYtl)rlJF —� [II �iONSTRUCTEDAY F1W SEDIMENT. BTORAGE Y VDEPTN3147'=1,`--YMd WASH=PGRAVEL CRclift, SECTI6W HIM NOT& MAY' BE CONSTRUCTED BY' EXCVA]lON OR -B,Y' $�Qk_D_tN9,A BERM A� SE01ME--NT `1 "P 7T► 1 ` I I SEDIMENT TRAP (COR STD. PLAN 211.00) NOT TO SCALE FALTER FABRIC FENCING M. PLAN G "00- ��i�REIT �IrYEi 4' 4 BERM BERM ? �0 TOP OF BERM=_3500_0 ?�1 0 1 0�\ — — — — EMERGENCY OVERFLOW = 349.00 — — — — — — — — — 49 — 3 3 /�/ EXISTING EXISTING \ 1 GROUND GROUND— BOTTOM OF POND 345.50 MIN. SOCCER FIELD SEDIMENT TRAP -SECTION (COR STD. PLAN 211.00) NOT TO SCALE CONSTRUCTION RECORD DRAWINGS SURVEYED: SCALE NAD 1983/1991 DESIGNED: AS SHOWN HORIZONTAL STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN• AMT ONE INCH DATU M ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED,,. AT FULL SCALE IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF CITY OF RENTON Planning/Building/Public Works Dept. ALTERNATE BID NO O ^ 'N L J C) MO W T co 0 0 I .1 Z O Q O Z 0 w 0� Cn 0 w H Q J O IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT TESC NOTES & DETAILS U U) J 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ Z DRAWING NO:— C2.5 SHEET: OF. g 32 O N LO O O 00 T Iql- O O O M W cry, n Z O O Z W rY VJ J W H Q J n J O O U w J r) 0 Z U 0 LO ao N W zz w V O 2 't C3.4 g tF- 11 P - 126, 26 LF W O CB 04-\ Sw�Nc cq TF 1 C3.4 O I. A O� CB01 > O O P - 140, 12 LF / z W ' P - 146, 36 LF U) - 0 J BASEpib oov�� \ o '� \ / ■ P - 173, 1 8 LF \ / ■ P�948,3LF \\ / / P-176,2LF FENCE - -- ----- �/ P - 145, 185 LF, 5'O---------� ■ -D - _ - CB06 _----------- - \ \ All -- -- ^f� -� TYP. W v I LL ' v a J � � I J I O v I = I� CU ILL ILL. V i W JLL ti r - J J � 0 r- 1- LL J 0 l in co 0 I 1� C G 1 (L Ln D P-138,93LF • - 2 - 047-F C3.4 D D D D■ 10 P - 89, 173 LF 10 10 P 39, LF ■ 3.8 TYP. D DTYP. TYP. • • • • • P - 92, 120 LF D D ,' 7 P - 88, 174 LF -P - 149, DF TYP. D P - 141,112 LF, 5'QS r P - 93, 137 LF D \ P - 87, 163 LF ■ 9D 3g� P - 142, 112 LF, 5'0 P - 94, 153 LF ■ 0 D W D P - 86, 152 LF D P - 143, 1112 LF, SO W \ P - 144,112 LF, 5'0 - 95, 142 LF = \ \ D D P - 85,141 LF P - 165, 112 LF, 50 ■ W P - 96, 131 LF D D D _j D J P - 84, 130 LF 10 TYP. P - 97, 120 LF D U \ \ D P - 83, 119 LF 355D Q 8 P - 98, 108 LF ■ D // \ D P - 82 8 LF D ■ / \ 7 TYP. P - 99, 98 LF / \ 97 LF YP. F(- 10 P - 127, 253 LF \ D D D _■ i \ P-80,86LF �� ■ J \ P-101,74LF ' D D coI� \ D P - 79, 75 LF 8 I 10 TYP. � N LL TYP. / P - 102, 68 LF Ln 00 D I D o_ m ` P - 78, 68 LF ■ cY,l / r 35:6� z I co C/ Lo o LLp _ �::: :. :. P- 103, 57 LF D ■ / n- LO w ILL. P - 77, 57 LF U I cg J \ Z z I I d 0000 LL \ � /cli � I P - 104, 46 LF 2 I J D *, : .. D C3.4 � LL y : :: P - 105, 35 LF J a F:: ■ I r Ln LL P - 136, 35 LF z.: 7 / rn (0 c� \ I P - 106, 24 7 v TYP. M y J TYP. ` n cN ALL - 135, 24 LF P - 134, 14 LF / I ^ M I a i9 \\N P - 107, 14 LF o i I � _ 9'i ■ o d ■ 6 r H1u M } + ST H jj Y x-x-x- \: BE�iCH. :: : ; TYP.:: .: 1 BLEAC S: 6 TRq C3.4 BLEACHERS.:: Cq� S P - 108, 14 LF ■ /------------ ■ ■ CB 10 �� ------ ^-�\\-■ MATCH■�� ss ■ LINE C3. 2 o ■ 4;1 4 q T` 11 y/ 16$ CB 09 ■ Pipe Table Pipe Table PIPE NAME SIZE (in) INVERT ELEVATION SLOPE PIPE NAME SIZE (in) INVERT ELEVATION SLOPE P - 76 4 354.49 1.54% P - 96 4 353.64 0.81 % P - 77 4 354.41 1.62% P - 97 4 353.84 0.88% P - 78 4 354.33 1.66% P - 98 4 354.05 1.00% P - 79 4 354.24 1.80% P - 99 4 354.25 1.12% P - 80 4 354.11 1.77% P - 100 4 354.42 1.26% P - 81 4 353.92 1.67% P - 101 4 354.50 1.29% P - 82 4 353.77 1.64% P - 102 4 354.51 1.15% P - 83 4 353.50 1.51 % P - 103 4 354.57 1.15% P - 84 4 353.29 1.45% P - 104 4 354.64 1.17% P - 85 4 353.05 1.38% P - 105 4 354.70 1.10% P - 86 4 352.92 1.39% P - 106 4 354.77 1.07% P - 87 4 352.74 1.36% P - 107 4 354.83 1.12% P - 88 4 352.54 1.33% P - 88 4 354.70 0.16% P - 89 4 352.44 1.44% P - 109 4 354.67 0.75% P - 90 4 352.57 2.84% P - 110 4 354.63 0.93% P - 91 4 352.76 2.18% P - 126 8 345.00 1.68% P - 92 4 352.92 1.43% P - 127 8 354.45 1.92% P - 93 4 353.08 1.01 % P - 132 4 354.77 1.40% P - 94 4 353.28 0.72% P - 134 4 354.93 1.93% P - 95 4 353.47 0.78% P - 135 4 354.79 1.70% N 187044.25 E 1306519.76 N 186866.36 E 1306787.27 LEGEND: STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 01 RIM = 352.21 CB TYPE 1 IE =9 (4" S) N 187025.70 IE =349.68 (8" NE) E 1306488.73 IE =349.69 (8" E) CB 03 RIM=352.38 60" TYPE 2 CB IE=346.99 (36" NE) N 187033.48 IE = 345.00 (8" NW) E 1306498.18 IE = 348.79 (8" SW) CB 04 48" TYPE 2 CB RIM = 35233- N 187038.82 IE =344-88 (8" SE) E 1306494.39 IE =33 .86(,14" NE, SW) CB 09 RIM=353.64 AREA DRAIN IE=359-58 (8" W) N 186888.79 IE=358.58 (8" NE) E 1396:7:78.99- CB 10 AREA DRAIN RIM 363.61 N 186852.35 IE=351.28 (8" E) E 1306658.76 ■ STORM CATCH BASIN Q■ STORM MANHOLE ® DETENTION TANK ACCESS RISER - - - - GB GRADE BREAK D STORM LINE PERFORATED PIPE STORM LINE DETENTION TANK 1 2 C3.4 C3.4 XXX CONTOUR LINE PROPERTY/RIGHT-OF-WAY LINE FLOW DIRECTION n ADS N-12 S-P, 4" CAP N GRAPHIC SCALE 0 10 20 40 I=i =� - `�� I = 20 FEET yy� ,Y WASgj��j W CONSTRUCTION RECORD DRAWINGS AS -BUILT �� w� ■_ �.� EGISTEg� I CERTIFY THAT THE INFORMATION SHOWN HEREON �SSIONAL E�SURVEYED: • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND DESIGNED: AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - umESM OF THIS L DOCI1SIDI sHML INVMDA7E THE STORM DRAINAGE REVISIONS AMT 09/20/2019 AC B DEW" AMT FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ON�LSEaLaNDSNwaTUNE.vuBucATIa+aF THIS DOMNIM DOES NOT DEROGATE FM RESERVED Know what's beloW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. DOERSHIP WIM N ff. THIS DOMMM � TACOMA SEATTLE•SPOKANE TRI-CITIES 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: OWY FM THE PRMW MIFEI) IN THE AND IS NOT TO BE USED FOR FOAR, FBIODEL OR Call before you dig. AHBL PROJECT NO.2180059 AWN M IIHAT MIXEM OR FAR ANYmNER MM. 1200 6th Avenue, Suite 1620 Seattle, WA98101 NO. REVISION BY DATE APPR APPROVED: 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB WJF 0.43% Pipe Table PIPE NAME SIZE (in) UPPER INVERT ELEVATION SLOPE P - 136 4 354.64 1.63% P - 140 4 349.99 1.65% P - 141 60 344.50 0.00% P - 142 60 344.50 0.00% P - 143 60 344.50 0.00% P - 144 60 344.50 0.00% P - 145 60 344.50 0.00% P - 146 8 349.60 6 62 P - 148 36 345.00 0.00% P - 149 4 349.96 3.03% P - 150 4 351.15 0.74% P - 151 4 351.39 0.74% P - 152 4 351.63 0.74% P - 153 4 351.93 0.79% P - 154 4 352.21 0.83% P - 155 4 352.50 0.90% P - 156 4 352.75 0.93% P - 157 4 353.00 0.99% P - 158 4 353.29 1.1 1 % P - 159 4 353.56 1.21 IE = 349.85 (4" S) IE = 349.63 (8" NE) IE = 349.70 (8" E) RIM = 352.58 IE = 344.86 (36" NE) RIM = 352.27 IE = 344.83 (8" SE) IE = 344.77 (14" NE, SW) IE = 348.92 (4" S) DISCOVERED DURING CONSTRUCTION RIM = 353.70 IE = 350.70 (8" W) IE = 350.70 (8" NE) RIM = 353.44 IE = 351.57 (8" E) ix NN X �� 0 C3.3 KEYMAP SCALE: VERTICAL* AS SHOWN HORIZONTAL- N1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY KEYNOTES: 2.24% Pipe Table PIPE NAME SIZE (in) UPPER INVERT ELEVATION SLOPE P - 160 4 353.84 1.36% P - 161 4 354.03 1.40% P - 162 4 354.22 1.48% P - 163 4 354.39 1.51 % P - 164 4 354.54 1.57% P - 165 60 344.50 0.00% P - 166 4 350.90 0.52% P - 167 4 354.65 1.43% P - 168 8 351.28 0.60% P - 169 8 350.50 1.14% P - 173 60 344.50 0.00% P - 176 1 60 345.50 0.22% TYPE 1 CATCH BASIN 10 WITH HERRINGBONE 1 GRATE C3.N O TYPE 1 CATCH BASIN 1 2 WITH SOLID COVER C3.5 TYPE 2 CATCH BASIN O3 WITH HERRINGBONE 2 GRATE C3.5 OWITH TYPE 2 CATCH BASIN ROUND SOLID LID 2 C3.5 FLOW CONTROL 1 O5 MANHOLE C3.8 OCLEANOUT COLLECTOR DRAIN 2 C3.9 NOTES: O N LO 00 T 16 4" PERFORATED 3 OUNDERDRAIN, TYP. C3.9 O Iql- 8" COLLECTOR DRAIN 4 (D8 O C3.9 Q CONNECTION TO OO O9 COLLECTOR DRAIN, TYP. C3.9 DETENTION TANK 4 10 ACCESS RISER, TYP. C3.8 CONVEYANCE PIPE 11 1. SEE SHEETS C3.5 FOR GENERAL STORM DRAINAGE NOTES. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED. z 3. UNDERDRAIN LINES SHALL BE ADS N-12 S-P AND ARE O DESIGNED TO MAINTAIN A MINIMUM 18" DEPTH FROM FINISH GRADE. Q 4. ALL CONVEYANCE PIPE SHALL BE PVC. MINIMUM REQUIRED O COVER FOR PVC PIPE IS 3 FEET. z 5. ALL COLLECTOR PIPE SHALL BE ADS N-12 S-P. U-1 6. ALL DETENTION TANK SHALL BE ALUMINIZED TYPE 2, MEETING U) SECTION 5.1.2 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL. 0 J 7. PROVIDE CDF ABOVE THE EXISTING WATERLINE PER DETAIL 6 LU ON SHEET C3.9. LL ALL PROPOSED PIPE SHOWN ON THIS Q SHEET WILL BE PRIVATE J a_ R-40281 0 J O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O U LU 0 0 2 McKNIGHT MIDDLE SCHOOL DATE. 2019 ~ FIELD IMPROVEMENTS FlELDBOOK: = RENTON SCHOOL DISTRICT PAGE - DRAVANG NO: z DRAINAGE PLAN SHEET:OF. R 10 F:32 G W N O 0 W z O Q > O z w rr 0 LLJ LL J n J O O U J C0 G I- z U G O to N lil zz w P - 137, 11 LF O8 f\ � _ IJ P - 90, 87 LF D CB 05 O 2 P-138,93LF C3.4 ■ ",P - 91,104 LF D P - 92, 120 LF 11 D D pp- ■ P - 93, 137 LF D D ■ P - 94, 153 LF D D• P - 95, 142 LI ■ P - 96, 131 LF D P - 97, 120 LF D D ■ ■ P - 98, 108 LF D 7 TYP. P - 99, 98 LF L D P-101,74LFD \\ / 1`13 if),) co 1 17 0 LL J / LL 00 J � � � M JILL. U � co N ' � r � ^� r 2 C3.4 ■ ■ /r 0 Uj -Y_Y- BENCH: : ; \ ■ ■ ■ A'T ft ■ (0 � ■ G A A r\ ■ ■ ■ ■ T LL J r 11 oil D �g- D - / P - 128 203 LF ILL LL J co r i \ J N N r r r LL r 00 r i J r r r o r r r C r ` � I � 11' I. TYP. • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 P-129,70LF O �CB 07 O 9 / P - 133, 77 LF O8 0 0 1 PIN /07/2019 �r ■rr r r TA C O M A• SEATTLE • SPOKANE •TRI-CITIES 1200 6th Avenue, Suite 1620 Seattle, WA 98101 I NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com wEE Pipe Table PIPE NAME SIZE (in) UPPER INVERT ELEVATION SLOPE P - 90 4 352.57 2.84% P - 91 4 352.76 2.18% P - 92 4 352.92 1.43% P - 93 4 353.08 1.01 % P - 94 4 353.28 0.72% P - 95 4 353.47 0.78% P - 96 4 353.64 0.81 % P - 97 4 353.84 0.88% P - 98 4 354.05 1.00% P - 99 4 354.25 1.12% P - 100 4 354.42 1.26% P - 101 4 354.50 1.29% P - 102 4 354.51 1.15% P - 103 4 354.57 1.15% P - 104 4 354.64 1.17% P - 111 4 354.60 1.08% P - 112 4 354.57 1.16% P - 113 4 354.54 1.19% P - 114 4 354.51 1.23% P - 115 4 354.33 1.1 1 % STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 05 RIM =2- 48" TYPE 2 CB IE =349.95-(8" E) N 187170.87 IE =395 (8" SW) E 1306773.24 IE =349.95-(8" W) CB 06 RIM =354.17 54" TYPE 2 CB IE=346.99-(36" SW) N 187129.26 IE =347-95 (8" NE) E 1306689.88 RIM = 354.19 CB 07 IE =352.99 (8" SE) 48" TYPE 2 CB IE =352+7 (4" SE) N 187162.12 IE=352-1-(4" SW) E 1306842.53 IE =352.99 (8" S) IE =362.99 (8" W) CB 08 CB TYPE 1 RIM = 853.49- N 186925.91 IE=349.29-(8" SW) E 1306875.15 LEGEND: ■ STORM CATCH BASIN Q■ STORM MANHOLE ® DETENTION TANK ACCESS RISER GRADE BREAK D STORM LINE PERFORATED PIPE STORM LINE DETENTION TANK 1 2 C3.4 C3.4 XXX CONTOUR LINE PROPERTY/RIGHT-OF-WAY LINE FLOW DIRECTION n ADS N-12 S-P, 4" CAP N GRAPHIC SCALE 0 10 20 40 I=i mmllll - 1" = 20 FEET Pipe Table PIPE NAME SIZE (in) UPPER INVERT ELEVATION SLOPE P - 116 4 354.12 0.95% P - 117 4 353.90 0.84% P - 118 4 353.63 0.70% P - 119 4 353.50 0.69% P - 120 4 353.49 0.78% P - 121 4 353.09 0.59% P - 122 4 352.97 0.50% P - 123 4 352.98 0.50% P - 124 4 353.00 0.50% P - 125 4 353.01 0.50% P - 128 8 354.51 1.24% P - 129 8 352.00 2.94% P - 133 8 352.38 0.50% P - 137 8 350.08 1.22% P - 138 8 349.95 2.15% P - 139 36 345.00 0.00% P - 169 8 350.50 1.14% RIM = 354.21 IE = 349.89 (8" E) IE = 349.89 (8" SW) IE = 349.89 (8" W) RIM = 354.35 IE = 344.89 (36" SW) IE = 347.73 (8" NE) IE = 351.94 (8" SE) IE = 352.09 (4" SE) IE = 352.09 (4" SW) IE = 351.94 (8" S) IE = 351.94 (8" W) RIM = 353.20 IE = 350.85 (8" SW) CONSTRUCTION RECORD DRAWINGS SURVEYED: DESIGNED: STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAwN. AMT ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: Bis REVISION BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE IN SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M � � L \\\\ \\\\\ \ CITY OF 1;R] RENTON NUF Planning/Building/Public Works Dept. KEYNOTES: OWITH TYPE 1 CATCH BASIN HERRINGBONE 1 2 O GRATE C3.5 C3.6 TYPE 1 CATCH BASIN 1 1 O WITH SOLID COVER C3.5 C3.6 O TYPE 2 CATCH BASIN 2 2 O3 WITH HERRINGBONE C3.5 C3.6 O GRATE O TYPE 2 CATCH BASIN WITH ROUND SOLID LID 2 3 C3.5 C3.6 10 FLOW CONTROL 1 O5 MANHOLE C3.8 11 COLLECTOR DRAIN 2 OCLEANOUT C3.9 4" PERFORATED 3 UNDERDRAIN, TYP. C3.9 8" COLLECTOR DRAIN 4 C3.9 CONNECTION TO COLLECTOR 1 DRAIN, TYP. C3.9 DETENTION TANK 4 ACCESS RISER, TYP. C3.8 CONVEYANCE PIPE O Lo O 00 � u NOTES: 1. SEE SHEETS C3.5 FOR GENERAL STORM DRAINAGE NOTES. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED. 3. UNDERDRAIN LINES SHALL BE ADS N-12 S-P AND ARE DESIGNED TO MAINTAIN A MINIMUM 18" DEPTH FROM FINISH GRADE. 4. ALL CONVEYANCE PIPE SHALL BE PVC. MINIMUM REQUIRED O COVER FOR PVC PIPE IS 3 FEET. OO 5. ALL COLLECTOR PIPE SHALL BE ADS N-12 S-P. 00 6. ALL DETENTION TANK SHALL BE ALUMINIZED TYPE 2, MEETING SECTION 5.1.2 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL. 7. PROVIDE CDF ABOVE THE EXISTING WATERLINE PER DETAIL 6 ON SHEET C3.9. ALL PROPOSED PIPE SHOWN ON THIS SHEET WILL BE PRIVATE z O Q GRAPHIC SCALE O 0 10 20 40 z w 1" = 20 FEET vJ 0 w LL J R-40281 1 _jO IN COMPLIANCE WITH CITY OF RENTON STANDARDS U cn LLJ J 0 0 2 McKNIGHT MIDDLE SCHOOL DA1/15/2019 ~ = FIELD IMPROVEMENTS FlELDBOOK: RENTON SCHOOL DISTRICT PAGE - DRAVANG NO: z C3.1 DRAINAGE PLAN SHEET:1 1 OF. z O Q O z LU 0 J W_ LL a J n J O O CU LU J 0 C0 G 2 0 z CU G 0 LO 0 ao N W zz w L MATCHLINE SHEET C3.3 55, 6 LF tB P - 5,6 IiFB P-59,2LF P - 67, 31 LF CB 17 P - 60, 2 LF P - 60, 2 LF 8 r . .� 1 uIN AVE NE 0 10 20 40 Z 1" = 20 FEET D STORM LINE LEGEND: PERFORATED PIPE STORM LINE NOTES: LARGE DIAMETER DETENTION PIPE ■ STORM CATCH BASIN 1. SEE SHEETS NERALS RM DRAINAGE XXX CONTOUR LINE NOTES. ■Q STORM MANHOLE - - PROPERTY/RIGHT-OF-WAY LINE 2. CONTRACTORVERIFY EXISTING INVERT >TONSTRUCTION • STORM DRAINAGE CLEANOUT FLOW DIRECTION ELEVATION PWHERE NOTED! ® DETENTION TANK ACCESS RISER3. - - - - GB GRADE BREAK CONSTRUCTION RECORD DRAWINGS UNDERDRAINESIGNED TO MAINTAIN A - 8" DEPTH FROM FINISH GRADE. ■ /� Know what's below Call before ou dig. AHBL PROJECT NO.2180059 1 gor - ALTERATION OF THIS DOO NIENT SHALL INVALIDATE THE a)_Hj B L PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED 001101 TIP MM N IT. THIS DOCLNENT IS FOR USE TACO M A • SEATTLE • SPOKANE • TRI-CITIES 1 ONLY FOR THE PROJECT IDENTIFIED N THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB W STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 16 RIM = 349.28 48" TYPE 2 CB IE = 342.75 (36" S) N 186541.78 IE = 347.04 (8" E) E 1306691.12 IE = 347.04 (8" N) CB 17 RIM = 348.46 60" TYPE 2 CB IE = 342.75 (8" S) N 186506.05 IE = 342.75 (36" N) E 1306690.71 CB 18 RIM = 348.55 48" TYPE 2 CB IE = 342.58 (8" N) N 186480.85 IE = 342.58 (8" W) E 1306684.88 Pipe Table Pipe Name UPPER pipe Slope INVERT ELEV 352.86 1.66° P - 2 P - 3 352.95 1.66% P - 4 35 4 1.66% P - 5 353.13 1.66% P - 353.23 1.66% P - 7 352.92 1.66% P - 8 352.65 1.66% P - 9 352.38 1.66% P - 10 352.10 1.66% P - 11 351.83 1.66% P - 12 351.56 1.66% P - 13 351.29 1.66% P - 14 351.01 1.66% P - 15 350.74 1.66% P - 16 350.47 1.66% P - 17 350.20 1.66% P - 18 349.93 1.66% P - 19 349.65 1.66% P - 20 349.38 1.66% P - 21 349.11 1.66% P - 22 348.84 1.66% P - 23 348.57 1.66% KEYNOTES: OTYPE 1 CATCH BASIN WITH \\\\ \\\\\ \ P j N\\\ jX% \� N\ C3.3 KEYMAP HERRINGBONE GRATE O TYPE 1 CATCH BASIN WITH SOLID COVER O TYPE 2 CATCH BASIN WITH HERRINGBONE GRATE O TYPE 2 CATCH BASIN WITH ROUND SOLID LID OFLOW CONTROL MANHOLE SURVEYED: SCALE: VERTICALHORIZONTAL: NAD 19B13/1991 DESIGNED: AS SHOWN CITY OF 1;R) RENTON STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAwN. AMT ONE INCH DATUM NUF ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CH AT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF I STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 19 RIM = 347.40 48" TYPE 2 CB IE = 342.19 (8" E) N 186482.97 IE = 342.19 (12" W) E 1306623.17 IE = 342.19 (8" N) RIM = 346.93 CB 20 48" TYPE 2 CB IE = 342.19 (12" N 186484.27 IE = 342.19 " W) E 1306506.65 CB 21 IM = 349.30 48" TYPE 2 CB E = 342.75 (36" W) N 186535.73 IE = 346.96 (8 , NE) E 1306887. z Pipe Table Pipe Name P - 24 UPPER INVERT ELEV pipe Slope 1.66% 348.29 348.29 P - 25 1.66% P - 26 348.57 1.66% P - 27 348.84 1.66% P - 28 349.11 1.66% P - 29 349.38 1.66% P - 30 349.65 1.66% P - 31 349.93 350.20 1.66% P - 32 1.66% P - 33 350.47 1.66% P - 34 350.74 1.66% P - 35 351.01 1.66% P - 36 351.29 1.66% P - 37 351.56 1.66% P - 38 351.83 352.10 1.66% P - 39 1.66% P - 40 352.38 1.66% P - 41 352.65 1.66% P - 42 352.92 1.66% P - 43 353.23 1.66% P - 44 353.13 1.66% 1 1.66% P - 45 353.04 STORM STRUCTURE TABLE STRUCTURE NAM STRUCTURE DETAIL CB RIM = 349.30 CB PE 1 IE = 347.04 (8" SW) 86541.61 IE = 347.04 (8" W) E 1306890.95 IE = 347.04 (8" N) CS RIM = 344.00 EXISTING TYPE 2 CB IE = 340.45 (8" NE) N 186540.91 IE = 340.45 (8" SW) E 1306309.37 IE = -4.67 (12" N) STCB #636 RIM = 343.40 EXISTING TYPE 1 CB IE = 340.46 (12" E) N 186549.44 IE = 340.46 (8" SW) E 1306318.27 Pipe Table Pipe Name UPPER INVERT ELEV P - 46 352.95 pipe Slope 1.66% P - 47 352.86 1.66% I P - 48 352.76 1.66% I P - 49 352.07 1.75% I P - 50 347.49 0.63% P - 51 347.49 0.63% P - 52 352.07 1.75% P - 53 347.04 1.17% P - 54 342.75 0.66% P - 55 342.58 0.63% P - 56 342.19 0.00% P - 57 342.19 0.87% P - 58 352.76 1.66% P - 59 342.75 0.00% P - 60 342.75 0.00% P - 61 342.25 0.00% P - 62 342.25 0.00% P - 63 342.25 0.00% P - 64 342.25 0.00% P - 65 342.75 0.00% P - 66 342.25 0.00% P - 67 342.25 0.00% O COLLECTOR DRAIN CLEANOUT C3.9 O 4" PERFORATED 3 UNDERDRAIN, TYP. C3.9 O 8" PERFORATED 4 COLLECTOR DRAIN C3.9 CONNECTION TO OCOLLECTOR 1 DRAIN, TYP. C3.9 O N O O 00 T 67 u co O O O i 00 10 DETENTION PIPE ACCESS 4 z RISER, TYP. C3 8 0 Q O z LU 0 W LL Q 0- R-395905 O MPLIANCE WITH CITY OF RENTON STANDARDS O U LU C0 G McKNIGHT MIDDLE SCH DA1/15/2019 ~ FIELD IMPROVEMENTS = FlELDBOOK: RENTON SCHOOL DISTRICT PAGE - DRAWING NO: z DRAINAGE PLAN C3.2 0 HEET:10 "32 2 00 N w P( oo z O_ Q > O z w rr 0 w_ L.L a J n J O O U w J C0 G CD z CU G to 0 N Iil zz w 0 • • STCB#636 TYPE 1 RIM:343.40 8" CPP SE IE:340.40 PP SW IE:340.46 N.18 49.37 E:1,306, 8.35 / / O / 199 LF / I 12" PVC @0.87% / I (P - 57) 1 / O , CD 0 O 1 I 1 O I I I I CD I I I 1 0 I I 1 I I CB 20 48" T) RIM: IE: 34: IE: 34: CB 1' RIM: 47.40 IE: 34 .19 8" (E) IE: 34 .19 12" (W) Ix I IE: 34 .19 8" (N) m1/ P-71,5LIj 11 O MATCHLINE S T C3.2 Know at's below. all before you dig. AHBL PROJECT NO.2180059 350 345 340 336 A / Pipe Table Pipe Name UPPER pipe Slope INVERT ELEV P - 2 352.86 1.66% P - 3 352.95 1.66% P - 4 353.04 1.66% P - 5 353.13 1.66% P - 6 353.23 1.66% P - 7 P - 8 P - 9 352.92 1.66% 352.65 1.66% 352.38 1.66% P - 10 352.10 1.66% P - 11 351.83 1.66% P - 12 351.56 1.66% P - 13 351.29 1.66% P - 14 351.01 1.66% P - 15 - 16 P - 17 350.74 1.66% 350.47 1.66% 350.20 1.66% P - 18 49.93 1.66% P - 19 349.6 1.66% P - 20 349.38 66% P - 21 349.11 1.66% P - 22 348.84 1.66% P - 23 348.57 1.66% XISTING TYPE 1 CB #636 -1,306,318.35 IM: 343.40 IN: 340 (12"E) PROPO rQLLL340.4 " Ln 117 CC) C It 1`0 co I) M STORM 0+50 Pipe Table Pipe Name UPPER INVERT ELEV P - 24 348.29 pipe Slope 1.66% P - 25 348.29 1.66% P - 26 348.57 1.66% P - 27 348.84 1.66% P - 28 349.11 1.66% P - 29 349.38 1.66% P - 30 349.65 1.66% P - 31 349.93 1.66% P - 32 350.20 1.66% P - 33 350.47 1.66% P - 34 350.74 1.66% P - 35 351.01 1.66% P - 36 351.29 1.66% P - 37 351.56 1.66% P - 38 351.83 1.66% P - 39 352.10 1.66% P - 40 352.38 1.66% P - 41 352.65 1.66% P - 42 352.92 1.66% P - 43 353.23 1.66% P - 44 353.13 1.66% 45 353.04 1.66% PROPOSED ELEVATION cr PIPE CENTERLINE - EXISTING ELEVATION @a PIP NTERLIN n M O O Ln Lf) ( - � CM 1+00 INAGE PROFILE 1 ALTERATION OF THIS DMENT SHALL INVALDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OIUERSIIP RK;M N IT. THIS DOCUMENT IS FOR USE T A C O M A • SEATTLE • SPOKANE TRI-CITIES 1 ONLY FOR THE PRO,ECT DENWED N THE MU BLOCK AND IS NOT TO BE USED FOR REPAIl REMODEL OR ADDITION TO THAT PMECT OR FOR ANY OTHER PROJ7. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB 199 LF 12" @ 0 Pipe Table Pipe Name UPPER pipe Slope INVERT ELEV P - 46 352.95 1.66% P - 47 352.86 1.66% P - 48 352.76 1.66% P - 49 352.07 1.75% P - 50 347.49 0.63% P - 51 347.49 0.63% P - 52 352.07 1.75% P - 53 347.04 1.17% P - 54 342.75 0.66% P - 55 P - 56 342.58 0.63% 342.19 0.00% P - 57 342.19 0.87% P - 58 352.76 1.66% P - 59 342.75 0.00% P - 60 342.75 0.00% P - 61 342.25 0.00% P - 62 P - 63 342.25 0.00% 342.25 0.00% P - 64 342.25 0.00% P - 65 342.75 0.00% P - 66 342.25 0.00% P - 67 342.25 0.00% n4 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CB 20, 48" TYPE 2 CB N: 186484.27 E: 1306506.65 RIM: 346.93 I . I OUT: 342.19 (12"VI) 117 LF 12" CONI KEYNOTES: O TYPE 1 CATCH BASIN WITH HERRINGBONE GRATE C O TYPE 1 CATCH BASIN WITH SOLID COVER O TYPE 2 CATCH BASIN WITH HERRINGBONE GRATE OTYPE 2 CATCH BASIN WITH I ROUND SOLID LID FLOW CONTROL MANHOLE OCOLLECTOR DRAIN CLEANOUT CB 19, 48" TYPE 2 CB N: 186482.97 E: 1306623.17 RIM: 347.40 IE IN: 342.19 (8"E) IE IN: 342.19 (8"N) IE OU : � It r- F7 L7 � r- Ip w O 00 Ln F7O UM-) F7 Io �7, CO CO ON Ln M M M M C, oM I) M � � co 1+50 2+00 2+50 3+50 4+00 14 \\ j�\�\ X NN ii �N // N\� 14 �N N C3.3 CONSTRUCTION RECORD DRAWINGS SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 DESIGNED: AS SHOWN STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAwN. AMT ONE INCH DATU M ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: AT FULL SCALE BJS IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF KEYMAP caRi CITY OF RENTON NUF Planning/Building/Public Works Dept. U. 26 LF 8" @ 0.66% LEGEND: ■ STORMrCABASIN LE •M DRAINAGE CLEANOUT ®NTION ZBGRAD TANK ACCESS RISER - - - E BREAK M LINE PERFORATED PIPE STORM LINE LARGE DIAMETER DETENTION PIPE XXX CONTOUR LINE - PROPERTY/RIGHT-OF-WAY LINE NOTE: 1. SEE SHEETS C3.5 FOR GENERAL STORM DRAINAGE NOTES 2. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED. 2LF36" 7, 60" TYPE 2 C� RIM: 348.46 IE: 342.75 8" (S) 2.75 36" (N) N: 186506.05 E: 1306690.71 1`0 M r- 06 F 7 co M co CB 16, 48" TYPE 2 CB N: 186541.78 E: 1306691.12 RIM: 349.28 IE IN: 347.04 (8"E) IE IN: 347.04 (8"N) IE OUT: 342.75 (36"S) 350 -31 LF 48" @ 0.00% 345 2 LF 36" @ 0.00% 340 336 O N O 00 T 67 u O O O 4+50 z O Q > O z w 0 w LL J R-395907 O IN COMPLI CE WITH CITY OF RENTON STANDARDS 2 U cn w J 0 McKNIGHT MIDDLE SCHOOL DATE: 2019 ~ FIELD IMPROVEMENTS = FlELDBOOK: RENTON SCHOOL DISTRICT PAGE - DRAVANG NO: z 3 • DRAINAGE PLAN SHEET:GF: 11 32 O N LO O O 00 T Iql- O O O M W cry, n Z O O Z W rY VJ J W H Q J n J O O U w J r) 0 Z U 00 N O I O 1 0 w I- z O I- O z /W v / I� J W H a n J O O 2 VJ W J 0 5 G z U a 01 0 _m N LJ a z Ld USE ADA COMPLIANT GRATES IN ALL WALKWAYS 2t 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY #3 BAR EACH CORNEF 18" MIN #3 BAR HOOP 15��N0 46r�e� 'v v PRECAST BASE SECTION SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), 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. Win: mesh shall not be placed in the knockouts. 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'. 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 1:24 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 basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. PUBLIC WORKS CATCH BASIN TYPE 7 STD. PLAN - 200,00 DEPARTMENT ANT MARCH 2O08 CATCH BASIN TYPE 1 NOT TO SCALE CATCH BASIN FRAME AND VANES GRATE (DETAIL 204.00) HANDHOLD S RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION o 'v GROUT, TYPICAL (SEE NOTE 5) _ .. FLAT SLAB TOP 48', 64', 60', 72", 84- OR W /-- MORTAR (TYP.) STEPS OR LADDER FILLET REINFORCING STEEL ITYP.) N GRAVEL BACKF LL FOR PIPE ZONE BEDDING SEPARATE BASE INTEGRALBASE CAST -IN -PLACE PRECAST WITH RISER "O' RING Igo GRAVEL BED FOR 8"= PIPE ZONEE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS BASCATCH DIAMEITER WALL THICKNESS BASE THICKNESS MAXIMUM KNCSCZE UT MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2/N. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" W 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48' 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" IT 0.39 0.29 96" 8" 12" 84" IT 0.39 0.29 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. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP tD SOLID WALL PVC D PROFILE WALL PVC Q9 48" 24" 30" 24" 27" 30" 5C 30" 36" 30" 27" 36" 60" 36" 42' 36" 36" 42" 72" 42" 54" 42' 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Q (Std. Spec. 9-05.12(1)) (g) (Std. Spec. 9-05.12(2)) ti`t'Y o PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT yiARCI= 2008 �1V't CATCH BASIN TYPE 2 NOT TO SCALE SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED J " UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS tiyti�� of wAsgj��'� SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON y� �� THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION , STANDARDS. AS -BUILT �° = o��SSIONALgE�� I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 O LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - MID130 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ALM?ATDN OF THIS DMENT SHALL I WXMTE THE NALSEAL AND SIGNATURE. PUBMIna+OF Know what's belOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. THIS DOI 111M DOES NOT OEROGAIE FM RESERVED OOERSHP WM N ff. THS D00.11111317 � TAC0MA•SEATTLE•SPOKANE-TRI-CITIES Call before you dig. AHBL PROJECT NO.2180059 ONLY FOR THE PKM MIFED IN THE AND IS NOT TO BE USED FOR REPAR" FBIl00EL OR ADDITION To THAT PRQECT OR FOR ANY mHER PROiCT 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION SE ADA COMPLIANT ;RATES IN ALL WALKWAYS SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH 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. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSfIRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 151 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN 202,00 DEPARTMENT -- _. - MARCH 2O08 CATCH BASIN INSTALLATION NOT TO SCALE 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. 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 SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 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. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST 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. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE CONSTRUCTION RECORD DRAWINGS TO AN APPROVED OUTFALL LOCATION. STORM DRAINAGE REVISIONS 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS NO. REVISION SURVEYED: DESIGNED: AMT 09/20/2019 ACB ORAwN. AMT AMT 01 28 2019 ACB CHECKEDBJS BY DATE APPR APPRovED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 19 HOR ON ALL" NAD NAVD1983//11991 DATUM I BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 O TOP SECTION O RECESSED ALLEN HEAD CAP SCREW 7L /8"_t 1/8" 518" - 11 NC x 2" 3/4" GRATE P/z 1 518" FRAME 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3- Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW 'SY PUBLIC WORKS RECTANGULAR FRAME STD. PLAN -- 204.00 \= / DEPARTMENT FNT' MARCH 2O08 RECTANGULAR FRAME NOT TO SCALE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. L_J C) CD C6 e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE z LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). O f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A Q CHECK VALVE. > O 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST z DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN w THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. U) 0 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE J CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE w CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. U_ 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, Q HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH J THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS R-402815 DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD J SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. Q 27. PROJECT LOCATED WITHIN THE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL V REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC LJ,J 4-3-050). J 0 C0 G " McKNIGHT MIDDLE SCHOOL DAT1/15/2019 ~ CITY OF FIELD IMPROVEMENTS FIELDBOOK: 'R RENTON RENTON SCHOOL DISTRICT PAGE: - DRAWNG NO: z Planning/Building/Public Works Dept. C3.5 NOTES &DETAILS SHEET: OF: OF:32 N O I 1 0 W I— z O I- \< O z W V J J W_ H a J n J O O 2 U W J 0 0 75 z U a 01 Co N Iv M z z Ld 1 BOLT -DOWN SLI I DETAIL AND NO" O� A 4 � O O�O�OpO� OD�DO��O B TOP 4 3/4" 1 1/2" 2 3-1 T_ ff 39" R — SEE NOTE 2 SECTION OA 5" 3 1/r 3/4" 518" 4" M1/2' 3/4"DIAM. HOLE 1/2' DIAM. HANDLE __7 SECTION O 1/2" BOLT -DOWN SLOT RETAIL SEE NOTE 1 SECTION OB NOTES 1. Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. 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. ISOMETRIC ti o STD. PLAN - 204.10 G/.•��'� PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER FNT' MARCH 2O08 RECTANGULAR SOLID METAL COVER NOT TO SCALE y J. , TgABflIZ' , A w Q z z z 0 LL 24' t� O O TOP NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. The thickness of the grate shall not exceed 1 5/8"- 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. P.0- do KIM ISOMETRIC SLOT - SEE DETAIL AND NOTE 1 3/8" (9mm) RECESSED LETTERING e L& 3/4" 1 1/4" BOLT -DOWN SLOT DETAIL SEE NOTE 1 ti`iY �o STD. PLAN - 204.40 PUBLIC WORKS RECTANGULAR \= �� DEPARTMENT HERRINGBONE GRATE MARCH 2O08 RECTANGULAR HERRINGBONE GRATE NOT TO SCALE AS -BUILT 1 CERTIFY THAT THE INFORMATION SHOWN HEREON ssIONALgE�� WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - MID130 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ALTERATION OF THIS DMENT SHALL I WXMTE THE PRMMM& SEAL AND SIWTURE PUMTICNOF Know whars bel OW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. THIS DOMWENT DOES NOT DEROGATE RM RESOM 01INERSHP WM IN ff. THS DOMWENT � TAC0MA•SEATTLE•SPOKANE•TRI-CITIES call before you dig. AHBL PROJECT N0. 2180059 OWY FM THE PRUM 11ENTO IN THE AND IS NOT TO BE USED FOR REPAR" REMODEL OR ADDITION TO THAT PR06ECT OR FOR ANY OTHER PROW. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB ®V'CANTS - DRg7/KC T RENTON AHEAD OF THE CURVE I c� DRAIN 1/2" [13mm] LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 231/16' (586mm) DIA B.C. (1)1" (25mm) DIA PICKHOLE 132mm] LETTERING PLAN VIEW 25" DIA. [635mm] [25mm] 3/4" [19mm] I�I [222mm] Ism] TYP COVER SECTION VIEW 26 112" DIA [673mm] 25 1/4' DIA [641mm] 1 1/16" 1/4" (6mm) DIA [27mm] NEOPRENE GASKET 6" T} I [752mm] J 23 3/8" DIA CL OPEN [16mm] ~ [594mm] 27 5/16" DIA [694mm] 34 1/8" DIA _ [867mm] FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) SIR"_11 Y 1 S CC EON BOLTING DETAIL 1/4' [6mm] 1 1/16" [27mm] 1/8" [3mm] 1/8" [R3mm] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. No. 3717C1 Ij OR APPROVED EQUAL. tiY_o STD. PLAN - 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER N� DEPARTMENT MARCH 2O08 STORM ROUND FRAME AND COVER NOT TO SCALE CONSTRUCTION RECORD DRAWINGS STORM DRAINAGE REVISIONS 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS NO. REVISION SURVEYED: DESIGNED: AMT 09/20/2019 ACB DRAwN. AMT AMT 01 28 2019 ACB CHECKED: BJS BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HOR ON ALL NAD D1983//11991 DATUM #6 BARS Q 7- SPACING 24" DIAM., 48" DIAM. J OR 54" DIAM. HOLE T (TYP) I- 12 1 1 Li 1" MIN. 1/2" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE T (TYP. �- m 1" MIN. 21/2" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE 4 T (TYP.) 1" MIN. 2 1/2' MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 21 1 0 (V 48" MIN. r 1 ECCENTRIC CONE SECTION R IT \�__ ONE #3 BAR HOOP FOR 6' <1> TWO #3 BAR HOOPS FOR IT RECTANGULAR ADJUSTMENT SECTION 1.0 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. 1`T'Y O CITY OF RENTON Planning/Building/Public Works Dept. 12" (TYP.) 6o v 8" o. 12" PREFABRICATED LADDER 12" MIN. f0� N Z rn STEP 34" �NE #3 BAR HOOP - ' ' �S« CIRCULAR ADJUSTMENT SECTION PUBLIC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURES STD. PLAN - 204.60 MARCH 2O08 MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES NOT TO SCALE O N LO C) W T C) C) 06 I o� z O Q O z LU 0 J W H Q J R-402816 I a J O IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT NOTES & DETAILS U J n 0 = ' R DATE: 1/15/2019 FIELDBOOK: PAGE: v_ z DRAWNG NO: C3.6 C� G SHEET: OF: OF:32 a Ln a _m N LJ a z Ld O It I 0 w Z O a O Z w 0 w H 3 LF 36" @ 0.00% a n J O O U U) W J I� \ 5� L \ 2 � Z \ U L NOTES BASE BID 185 LF 60" @ 0.00% 108 LF 60" 0.00% 2 LF 60" @ 0 ,22%7 1� DETENTION TANK ACCESS RISER (TYP.) 3 � 2 LF 36" @ 0.00% 112 LF 60" @ 0.00%- 112 LF 60" @ 0.00%� 112 LF 60 @ 0.00% 112 LF 60" @ 0.00% -M - 112 LF 60" @ 0.00%-\ 104 LF 4" @ 2.18% 'Z• ID O- 3°�° / O 13� �O >00- p l`s.a/ l / / • V o�0 `ID ID 1ol0 51 . (Q \ \ 4 ID 1 , @1' $ LF p°�° 2.5' TYP. pC11d 0 ID No lJ C BASEBALL DETENTION TANK SYSTEM PLAN VIEW 1 NOT TO SCALE 2"S CC 36" ALUMINIZE CORRUGATI PIPE TO MANI ALL DETENTION TANK ALUMINIZED TYPE 2 CORRUGATED METAL, X" 1", (16 Ga.), AT S=0.0%. ALUMINIZED OR GALVANIZED WITH TREATMENTS 1, 2 OR 5. DETENTION TANK SYSTEM TYPICAL SECTION NOT TO SCALE Of ZW 20 0 U DETENTION TANK ID DIAMETER INVERT CROWN BASEBALL 60" O 84 .69'849.59, BASE BID 344.43 349.43 rr GRAVEL BACKFILL FOR DRAINS WSDOT 9-03.12(4) ')fASgj�� cjg Ok w . r AS -BUILT CERTIFY THAT THE INFORMATION SHOWN HEREON �SSIONAL E��l EEI WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 O LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - 1010130 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ALTERATION aF THIS DOCUMENT SHALL INVALDATE THE ksEALAmsmiumPueLtcAToOF Know what's below. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. THIS DOCUIOIT DOES NOT DEIMTE FM RESETtVEO 00111 WM IN ff. THIS DODASIT � TAC0MA•SEATTLE•SPOKANE•TRI-CITIESONLY 1 Call before you dig. AHBL PROJECT NO.2180059 FOR THE PRUM IDENTIFIED IN THE AND IS NOT TO BE USED FOR REPAR" RENOUEL OR Ate+'M THAT FRO,ECT OR FOR ANT UM I>ROM. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB D_ 31 LF 48" @ 0.00% CONTROL STRUCTURE 2 LF 36" @ 0.00% --�-D-- _ _D 62 LF 8" 8"-@W ALTERNATE BID NO. 7 SOCCER DETENTION TANK SYSTEM PLAN NOT TO SCALE mmpection itt : � tea, limits of pipe compaction for pipe beddi g foundations when specified n0.15 rise Mn. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. D.D. Is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with T maximum shall be O.D. until O.D. equals 3'; at which point 3' shall be used. * 1'-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". W(see note 4) limit of pipe one beddng material c forfle:dble pipe (see note 6) m O.D. foundation level " Am 4" min. 27" I.D. and under 6" min., over 27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95 % max. density; directly over pipe, hand tamp only. 4. See 'Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 z I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used In the backNll material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSDOT/APWA standard specifications for the material specifications. ®Backfill material placed in 0.5' loose layers and compacted to 95 % maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 48" TY o PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 PIPE COMPACTION DESIGN AND BACKFILL (COR STD. PLAN 220.00) NOT TO SCALE CONSTRUCTION RECORD DRAWINGS SURVEYED: SCALE: VERTICAL:L: p 13/1991 DESIGNED: AS SHOWN HORIZONTAL: N 98 STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN. AMT ONE INCH DATUM ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: AT FULL SCALE BJS IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF " CITY OF RENTON Plonning/Building/Public Works Dept. 41 FG: 349.81 -160 LF 48" @ 0.00% -160 LF 48" @ 0.00% 160 LF 48" @ 0.00% QLF 48" @ 0.00% V r.." L r 48" TYPE 2 CB RIM: 349.30 _ IE: 342.75 36" (W) FEE. 346.96 8" (NE) 191 4 't O L0 O 00 16 O O CIS W z 0 a O z w 0 J W LL Q R-402817 a J IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT NOTES & DETAILS U J 0 = ' R DATE: 1/15/2019 FIELDBOOK: PAGE: v_ z DRAWNG NO: C3.7 SHEET:OF: 1 7 32 00 N O It I 1 w z O Q > O z w rr 0 W_ U_ a n 1 O O U w 0 Co G 2 0 z U Ln _m N LJ a z Ld RIM ELEV: "G" PER TABLE zQ T2 - ° d cz p OVERFLOW a ELEV: "F" PER TABLE r�'4 a � a : MAX. RESTRICTOR ELBOW W.S. SEE DETAIL 3 d a: PIPE SUPPORT(S): 3" X .090" 12" RISER 12" OUTLET PIPE IE: "D" PER TABLE d. MIN. i"I e 'd. z_ RESTRICTOR PLATE ORIFICE 1: "B" PER TABLE ELEV: "A" PER TABLE d 60" 0 MANHOLE TYPE 2 0 CONTROL STRUCTURE (CB-03 NOT TO SCALE -#5 @ 12" O.C. SHORT (4) #5 TOP & BARS TOP & BOTTOM BOTTOM (TYPICAL) LONG BARS NOTES: ROUND SOLID COVER 1. PIPE SIZES AND SLOPES: PER PLANS. WITH LOCKING BOLTS. FRAME & LADDER OR 2. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 60" MIN. DIAM. STEPS OFFSET. SEE NOTE 8. FRAME & 3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND COVER ELEV. PER PLAN. BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION 2" 0 AIR VENT BOLTS OR EMBEDDED 2" IN WALL. IE: "E" PER TABLE 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" ALUMINUM, OR .064" EXTEND TO LANDSCAPE AREA FINISHED GRADE. ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. STEPS OR LADDER 5. OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME INLET PIPE DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MIN. DIAM. 7. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. IE: "C" PER TABLE 8. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO CLEANOUT GATE: HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". SHEAR GATE. SEE DETAIL 2 9. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER THIS SHEET. TO ASSURE LADDER CLEARANCE. 10. ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I REQUIREMENTS. CONTROL STRUCTURES ID A B C D E F G CB-03343.99' 1.9" 0 345-88 345-68349.76'349.00 OG�8 BASE BID 342.86 344.86 344.86 349.61 348.86 352.58 G_P 17 2-4Q_75' ' -6C)0842.75842.75' 84650' 845.75' 844.41., A' IERNATE BID NO.1 PAVED AREAS 1/2" RADIUS (4) #5 TOP & BULLNOSE EDGE 3 8 BOTTOM TYP. 4 SIDES LONG BARS �I CONCRETE N I INCREASE DEPTH T AS REQUIRED TO MEET VERTICAL �r / ELEVATION OF THE ACCESS RISER r 6" MIN. 6" MIN. I #5 DIAGONALS TOP & BOTTOM CONCRETE: 4000 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR GRADE 60 DETENTION PIPE ACCESS RISER NOT TO SCALE pg TgA3,7I��L1 AS -BUILT ��w� ■1 1 CERTIFY THAT THE INFORMATION SHOWN HEREON o��ssIONALgE�� WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 _ 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - - ALTERATION OF THIS DMENT SHALL INVXMTE THE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY PRIYESMINAL SEAL AND SIGNATURE. PUBMTIa+OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Know wharsbelOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. ONNERSHP WIM IN ff. THIS DOMUNT � TACO MA•SEATTLE•SPOKANE•TRI-CITIESONLY FOR THE PKM IDENTIFIED IN THE 1 RM AND IS NOT TO BE USED FOR REPAlk REMODEL OR call before you dig. AHBL PROJECT NO.2180059 ADDI110N TO THAT PRONECT OR FOR ANY OTHER PRo M. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEE UNPAVED AREAS BOLT -DOWN CIRCULAR FRAME AND COVER PER WSDOT STD PLAN B-30.70-03 4" STYROFOAM MAT CUTOUT @ LID OPENING k� #5 @ 12" O.C. EACH WAY MAXIMUM OPENING OF GATE SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. �� LIFT HANDLE `LEVEL LINE � O O O O FRONT HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1" ROD OR TUBING, VARIABLE LENGTH. O SIDE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. SHEAR GATE NOT TO SCALE ^oovoovoo .000000 ;: LOAD TRANSFER SLAB I LADDER LATERAL SUPPORT SECURED TO PIPE OR RISER AS APPLICABLE, 4' MAX SPACING, MIN. 2 REQ'D STEPS @ 12" O.C. 36"0 ALT2 RISER WELDED TO ALT2 DETENTION PIPE 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" DIAM. 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" DIAM. 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. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. D EDGE OF SLAB SHALL EXTEND PAST EDGE OF PIPE AND SHALL NOT REST ON PIPE PREFABRICATED LADDER (WSDOT STD. PLAN NO. B-30.90-01) ATTACH TO LOAD TRANSFER SLAB. TYPICAL FOR ALL PIPE TYPES 18" MAX 6" MIN PER PLAN NOTES: 1. LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS. 2. ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANK. 3. ACCESS RISER SPACING IS 100' MAXIMUM. 4. ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA REQUIREMENTS 5. ALT2 - ALUMINIZED TYPE 2 CORRUGATED METAL PIPE CONSTRUCTION RECORD DRAWINGS SURVEYED: SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/ 1991 DESIGNED: STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN: AMT ONE INCH DATU M ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF CITY OF RENTON NUF Planning/Building/Public Works Dept. REMOVABLE WATERTIGHT COUPLING 6" PIPE ELEV PER TABLE ORIFICE: DIA. PER TABLE RESTRICTOR ELBOW DETAIL NOT TO SCALE RESTRICTOR ELBOWS RISER ID ORIFICE 2 � DIA. ELEV N CB-03 6.8" O BASE BID L0 � � 348.41 ALTERNATE BID NO.1 C/'yD) " 0 344.85 T RESTRICTOR ELBOW NOT TO SCALE 0 a O z w CONTROL STRUCTURE (CB-03) NOT TO SCALE LL Q J R-402818 a 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT DRAINAGE NOTES & DETAILS 4 U U) J 0 = ' R DATE: 1/15/2019 FIELDBOOK: PAGE: v_ z DRAWNG NO: C3.8 SHEET:OF: 1 $ 32 BASE & ROOT SAND 00 N O O i LU z O Q O z LU 0 W_ LL J n J O O U LU J 0 0 z CU G Ln _o N LJ a z Ld VARIES SEE PLAN FOR I.E. cg2" - GEOTEXTILE FABRIC _ \ COMPACTED / SUBGRADE i 6-0" NOTES: 1. SLOPE LAST 5' OF 4" PERF. PIPE TO MAKE CONNECTION TO TIGHTLINE. 2. BACKFILL TIGHTLINE TRENCH W/ PEA GRAVEL IN SAME MANNER AS PERF. PIPE TRENCHES. 3. (2) TWO WRAPS OF DUCT TAPE REQUIRED AT ALL CONNECTIONS. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECTION T NOT TO SCALE 4" OF ROOT ZONE SAND 8" OF CLEAN DRAIN SAND 30% VOID GRAVEL 91, FINISH GRADE 1/8"X3/8" PEA GRAVE BACKFILL GEOTEXTILE FABRIC 4" ADS PERF. PIPE ALT. CONNECTION WHERE INVERT ELEVATION ALLOW. VARIES 90 DEG. ELL. W/90 DEG. REDUCING SNAP TEE. ADS N-12 S-P COLLECTOR DRAIN SIZE AS PER PLAN 90 DEG. REDUCING SNAP TEE OR 45 DEG. SNAP Y AND REDUCING COUPLING AS REQUIRED. (NO SADDLE TEES) SEE PLAN FOR COLLECTOR INVERT ELEVATION. (C.I.E.) 2" DEPTH MIN. DEPTH PEA GRAVEL BENEATH PIPE (TYP.) O COLLECTOR DRAIN NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION ADS N-12 S-P TIGHTLINE (8") COLLECTOR DRAIN AS PER PLAN o\\ o \ 24" rA'* *, - 8" COLLECTOR DRAIN NOT TO SCALE GEOTEXTILE FABRIC 12" MIN. J . w AS -BUILT ��w� F,? o�41 GIST m I CERTIFY THAT THE INFORMATION SHOWN HEREON "IONALgE� _ WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING -D - � FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ALTERATION OF THIS DOCUMENT SHALL INVALDATE THE PRMMN& SEAL Ale Swum PUMTOOF Know what'sbeloW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. THIS DOCUMENT DOES NOT OEROGAIE FROM RESERVED 0011ERSHP WIM IN ff. THIS DOMUNT � TACOMA SEATTLE•SPOKANE•TRI-CITIESOWY 1 Call before you dig. AHBL PROJECT NO.2180059 FM THE PRUM MTIFB IN THE AND IS NOT TO BE USED FOR REPAR, REMODEL OR ADDIM TO THAT MMCT OR FOR ANY DTHER PROMEDL 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB NOTES: 8" PVC PIPE 1. ALL TRENCHES SHALL BE COMPLETELY CLEAR OF ROCKS, DIRT FEMALE CLODS, ETC. AND SHALL HAVE A SMOOTH BOTTOM, SLOPED AS ADAPTER WITTHH TTHRHREAA DED PLUG DESIGNED PRIOR TO LAYING PIPE. ALL TRENCHES SHALL BE FINISH GRADE INSPECTED BY OWNER REPRESENTATIVE PRIOR TO BACK PLACE LOCATE WIRE AT ENDS FILLLING. OF ALL CLEANOUTS AND CAPS �I ' �''' �"YID"'YI�I'1° "�'''�"'YI�''ul�"1°I� �I'' '�I''P �'''Y"'Iu„Iul�l, ICI'' �I'' '�''I 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FINI H RADE S G 6" .. � a •� •. .,..••,,.'•;,, • I I II 'r iy Ii , I, , I I •r II , iI ,II y I: I I II ,.:.......� :.......:.....•.:.:;:.:::::�,..,.,..:•,,..::::..;.;•:,•.;:�;.;.�`:�.<':;:,..:;,,�:.,•�:..':'.,.,::�,,:•:..:;;.:,.._:...,..:;;,.:>..:>:;-�:�,• (fll��lll�'I I� �hJ �hVl �h41 Y111 �I I�� I�fiV ��G ��p �flll�l III' I�'i, ....:....., ..... .:. ROOT SAND 4 0 o O° o° o° O°o O° oo,,,� cp oo,,,, o� p� W W o 0 °oo °oo °oo 0 0 0 0 0 o O 0 0 0 8 0 0 0 0 0 O 0 0 0 0 0 0 0 O o e ° BASE SAND 0 ° $ 8" PVC RISER LENGTH AS REQUIREDOU 0 ° ° 0 0 0 & o O 0 O 0 0 0 0 ..00, PVC 45 CONNECTOR ° oo ° ° ° /\\�� ° s ° og °° e ' 00 PVC PIPE ° ° o° °°o ° \ e° °°°°° \/ PEA GRAVEL BACKFILL °g ° ° o°®oo 6" MIN. 00 0 ° °° ° \\\�\\\ 0° q5 8 ° ° ° a o o'0 /\ GEOTEXTILE FABRIC °°oO ° /\\\/\ 4" ADS N-12 PERF. PIPE 2" MIN (PLACE PERFORATIONS DOWN) °° ° °° ° °° °° /\�� 1 /8" x 3/8" PEA GRAVEL BACKFILL 12" ADS N-12 S-P COLLECTOR \/\\\j\\ \\\/ FIRM TRENCH SIDES WITH NO DRAIN AS PER PLAN 12" LOOSOFTEMATERIAL ON BOTTOM NOTE: \\ NCH CORRUGATED PIPE TO 1. SEE SPECIFICATIONS PVC PIPE ADAPTER FOR ADDITIONAL INFORMATION. COLLECTOR DRAIN CLEANOUT NOT TO SCALE RIM PER PLAN INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. SEE NOTE 2. I DEPTH TO INVERT VARIES PER PLAN IE PER PLAN ADAPTOR FOR 8" PVC PIPE —/ BY DRAIN MANUFACTURER WATERTIGHT JOINT BY DRAIN MANUFACTURER GRAVEL BACKFILL FOR DRYWELLS PER WSDOT SPEC. 9-03.12(5) V MIN SUMP —J 6" MIN 4" PERFORATED UNDERDRAIN NOT TO SCALE 3 NEW PERFORATED C3.9 UNDERDRAIN AS PER PLAN ... ....:.... ...:: V \/j SUITABLE NATIVE, PER BEARING PAD PER WSDOT SPEC. \\ \\ SPECIFICATIONS 9-03.12(5). BEDDING & BACKFILL \ ,. 12" FOR SURFACE DRAINAGE INLETS 5' MIN. 5' MIN. SHALL BE PLACED & COMPACTED (TYP) (TYP) 4" THICK CDF UNIFORMLY TO 95% MINIMUM. (6 )) 1. AREA DRAIN SHALL BE NYLOPLAST DRAIN BASIN WITH FLAT GRATE OR APPROVED ALTERNATIVE. 2. GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR PVC SEWER. 5. MANUFACTURER TO PROVIDE ADAPTERS FOR CONNECTING PIPES TO AREA DRAIN AT ANGLES SHOWN ON PLAN. 6. GRATES HAVE NO LOAD RATING. DO NOT DRIVE VEHICLES ON GRATES. AREA DRAIN. NOT TO SCALE CONSTRUCTION RECORD DRAWINGS SURVEYED: SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/ 1991 DESIGNED: STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAW AMT ONE INCH DATU M ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: AT FULL SCALE BJS IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY WJF EXISTING WATER MAIN 0[61112 PLACE 4" CDF ALONG THE ENTIRE LENGTH OF THE EXISTING WATER MAIN LOCATED BELOW THE PROPOSED PERFORATED UNDERDRAINS AND COLLECTOR PIPES. EXTEND THE CDF 5 FEET BEYOND THE LIMITS OF THE UNDERDRAINED FIELD. WATER MAIN PROTECTION NOT TO SCALE CITY OF I-%w0R_.,JW RENTON Planning/Building/Public Works Dept. O N L0 O O CID 16 z 0 a O z w 0 J W LL Q J R-402819 a 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT UNDERDRAIN DETAILS 2 U J 0 DATE: 1/15/2019 = FIELDBOOK: ' R PAGE: v_ DRAWNG NO: z C3.9 SHEET:OF: 19 32 00 C) W z O Q > O z W CI) 0 LU L.L J J O O 2 CU LU J 0 0 0 z U 0 LO N lil a Z w N 187026.05 E 1306471.57 N 'l01UZ"I.UZ_ E 1306474.20 2y I 2 I FQ 3Q 34 20 3 .28 I I I I I I I I I I i I I � N 187038.92 V0 E 1306494.40 i _��. ,r-, _ E 1_3066 1.73 E 1306516.89 6 1 - ■ _ N 187124.23 'Ilk 0 — D — — _ = EE 1306665.31 �CIIi�TCH EXISTING: 0 042E N 187033.46 i _ — D — — MATCH "F� 1306498.18 _ - _ EXISTING �\1 ten— N 187049.92 D 19.44 D D — L-FG: 352.6N 187129.26 r l�. / �I MATCH / E 1306689.88 N 187025.7*6 / EXISTING9 — p E 1306488.17: U - D D / ■ / al o / �p '■ M� / / — D — / p ST / Riff C.) ,�, / U D �' D D �2.. c w / 355 L L] LU D / D D z J /� ■ _ D D D N 187040.84 ■ C) N 187 4 E 1306715.99 355 06708.34 I Io D I I ____FG: 355.60 MATCH MATCH EX!ST!NG 0-q_RI III T I "'L II 1 11 I/'11 11 IL IIVJV V I Vf11Vl/'111VIV I IVVII ILLILVIV WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING kiFIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 D 1F 2.99 37.29 ■ ■ ■ ■ ■ T� CH • ��NF s� C42 BASE BID PROPOSED LEGEND: CONSTRUCTION RECORD DRAWINGS W W V V STORM DRAINAGE REVISIONS TACO MA- SEATTLE•SPOKANE•TRI-CITIES Al ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. REVISION 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com wEa SURVEYED: DESIGNED: AMT 09/20/2019 AC B DRAWN. AMT AMT 01 28 2019 ACB CHECKED: BJS BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY a PLAN NOTES CONCRETE SIDEWALK 2 C4.3 ASPHALT CEMENT 1 C4.3 1. PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE DURING CONSTRUCTION. 2. PROVIDE HOT TAR SEAL AT ALL JOINTS. COMPLETELY FILL ALL JOINTS. (TYP.) VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 1" = 20 FEET O L0 O 00 T 16 O O O I 00 rr 0- z O Q O z LU oC 0 J W H Q J R-4028201� O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT GRADING, PAVING & HORIZONTAL CONTROL PLAN 2 U W J 0 = DATE 1/15/2019 FIELDBOOK: PAGE _ z DRAWING NO: C4.0 SHEER OF.32 00 0 I W z O Q O z W cn 0 W_ H J J O O U cn W J 0 0 z U G 0 LO m N lil Q Z w REPAINT CURB AND NO PARKING ' FIRE LANE" TO MATCH EXISTING N 187255.8 E 1306814.9 MATCH EXISTING Sp e#S�� N 1872 pp RAM' T yp E 13068 S�, �F.• 34 6 66 6 96 ■ ■ _ N 187229.26 �— 1'�7176.15 E 1306805.97 E 1306754.24 ■ D r — FG: 354.11- \ \ MATCH EXISTING N 187170.88 E 1306773.23 D � \ O s F D �\ D 2 \ Sw ,�F• 346 � \ 33 \D o■ (� D — W W — D ■ (/) ■ D W z J D — Q ■ D — 10 i ,35 i M�Tcy`S •� .2 A A II III T REPAINT NUMB TO MATCH EXISTING /-- REPAINT CURB AND "NO PARKING FIRE L E" TCH EXISTING N 187260.34 E 1306824.57 MATCH EXISTING ° IvlP I V1 1 EXISTING N 187222.53 E 1306825.11 O — D N 187162.12 \ E 1306842.5:� \\ \ O O \4 \ 0 \ • WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY Know what's beIOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. Call before you dig. AHBL PROJECT NO.2180059 O/ 187245.61 1306832.83 ATCH KISTING w� ■1 /07/2019 gar )ATE THE MON OF ID La FOR USE T A C O M A - SEATTLE • SPOKANE •TRI-CITIES LE BLOCK sT 8" ce#SD 8.. Cpp Rr 3 T rp CAp Np, 3S F Cpp SW\44 Si348S ' 8 1200 6th Avenue, Suite 1620 Seattle, WA 98101 I N 0. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEE r— AT COMPLETION OF CONSTRUCTION, REMOVE TEMPORARY PAVEMENT AND RESTORE AREA TO EXISTING I CONDITIONS \41 N 187087.21 \ \ E 1306951.41 \ ` FG:353.89 MATCH EXISTING BASE BID_ PROPOSED LEGEND: CONCRETE SIDEWALK 2 C4.3 ASPHALT CEMENT 1 C4.3 PLAN NOTES 1. PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE DURING CONSTRUCTION. 2. PROVIDE HOT TAR SEAL AT ALL JOINTS. COMPLETELY FILL ALL JOINTS. (TYP.) CONSTRUCTION RECORD DRAWINGS SURVEYED: DESIGNED: STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN. AMT ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: BJS REVISION BY DATE APPR I APPROVED: WJF SCALE AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM X 0 KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 0 N L0 O100 u 0 0 I 100 0 a O z w 0 J W LL Q J R-402821 a O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 2 U W J 50 G McKNIGHT MIDDLE SCHOOL �1/15/2019 ~ FIELD IMPROVEMENTS = FlELDBOOK: RENTON SCHOOL DISTRICT PAGE — G RA D I N G, PAVING & DRAWING NO: z C4.1 HORIZONTAL CONTROL PLAN r HEER OF21 . 00 It 't 0 w z O Q O z w rr 0 J W LL a J In J O O VJ w J 0 75 2 z U 0 LO 0 m N W zz w N E13 z m N m m ► q M ► AT H ► EXI TIMG ► 848 I .87 568 .87 II E 1864.I9-2.32 3066i 1.07 TCH -I NG m z \" r, \� 1 I 1 I 0 11 1 N 186511.73_ 1 E 1306854.68'', 1 I N 186497.79 E 1306683.27 N 186506.03 E 1306690.71 11 II 1 : EN 1865 J 3068 4.78MV LID 1/` / / / I Know what's beIOW. 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AMT 1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED: BJS NO. REVISION BY DATE APPR APPROVED: WJF SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M C4.3 ALTERNATE BID NO. 1 0 C4.2 KEYMAP CITY OF RENTON Planning/Building/Public Works Dept. PROPOSED LEGEND: CONCRETE SIDEWALK 2 C4.3 ASPHALT CEMENT 1 C4.3 PLAN NOTES 1. PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE DURING CONSTRUCTION. 2. PROVIDE HOT TAR SEAL AT ALL JOINTS. COMPLETELY FILL ALL JOINTS. (TYP.) 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PERFORATED STUB -OUT CONNECTION NOT TO SCALE �i�0;$i1�A1ti ITS FS �ittlP tea= AS-BUILT"'� ■_ I CERTIFY THAT THE INFORMATION SHOWN HEREON �`SSIrONAL WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 1/07/2019 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING -I-- ALTERATKN OF THIS DMENT SHALL INVALIDATE THE Hj B] L FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY PROFESSIONAL SEAL 90SKNATURE.PUBIICATINOF THIS DOMWENT DOES NOT DEROGATE FRON RESERVED DIRECT SUPERVISION ON THIS DATE: 11/7/2019. OIIINERSHIPMITTSNIT'TMISDWAENTISFORUSE TACOMA SEATTLE•SPOKANE•TRI-CITIES ONLY FOR THE PRO,ECT IDENTIFIED N THE ITTIE BLOCK AND IS NOT TO BE USED FOR REPAIR, RENODEL OR AHBL PROJECT NO. 2180059 ADOITI N TO THAT PRQECT OR FOR ANY OTHER PRQECF. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB EE: i+Kx 1d > T._ + 1, 1 t M NI, N.I 'h"f$V�I=#FiR011i�i�SY$SEf�1 SFTOiT��0L1IfF. 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SEL/VI/V IL \W \ \ \ W \\ W W W\\ W W W\W W W W W W\ W W W\ W W� y CONCRETE PAQEYffTAI . y. ` W \W W W W\ W W W �/` W W �� W W W W /Q W / W W W/ W W W W /W W A W / -��\`\ / / 1 \ \ `�( ... w W \ W �{` W may[ W W W W/ W W W W �Y' W W W W/ / / j/ ,\ \ W W W W W \✓WV r .......'''I'. / W W W W\ W W W I W \ W W W Y W \ W W //W / W W W �✓ W W W W // W / / \ �/ / / \ \ W� W W W.:.:.:.:::::::::: 0 %•••••• •••••• W W \W W W \ W W\ W W W 6uOF YBAL �q. ILLD W W \y` �\ W W W /W/ W W / / / l./ I \ \ ................ • • ...... : ••••••: ••••••: ••••••: •••••• ` I W\ W W W W \W W W W `� W SPORT"MI/� W\ V /�f \W W\ W A\ \�\W\\ W W W W\ "I'W W \ W W W W W W W\ W " j W\ W W \ W W \ W \L \ W �✓ W �G\ W W\ W W \ \ W \ W W \\W W � \ \ \ \ `\ \ 4, 41 W \ W W JJ� W W\ W W W W W W\W W W W\ W\\\ *Q� NOTES v ,71 1. SEE L1.1 AND 1-1.2 FOR PL ND SCHEDULE. Know what's below. Call before you dig. lowp Doti c 7 EX P . 03i c,q PE ARG 11.07.2019 LEGEND EXISTING TREE ■ ■1� _ 1 ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OINJERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE T A C O M A • SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB MATCH LINE- SEE L1.1 CONSTRUCTION RECORD DRAWINGS ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS I AG 1 1/28/19 1 KG I suRvErm: DESIGNED: DRAWN: MS CHECKED: KG REVISION BY DATE APPR APPROVED' J. Morse SCALE AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M :...........'....'........' ::...:...:...:...:...:...:... ...::::::::::::::::::::..................................................... G� -y CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET KEYMAP R-402825 I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT BASE BID PLANTING PLAN DATE 11/07/2019 FIELDBOOK: PAGE DRAWING NO: L1.0 SHEEr. OP 0 N O W T 61 MATCH LINE- SEE L1.0 00 N i 0 LU z _O Q O z LU IZ J LU ILL Q J n J O O 17 LU 0 C� G r= _V z U �4, W'1' \W_W_\W_\WW\� W W ` W\ W W W W \ W \\ W W\ W \ W W\ W TURF y SLOPE PER PLAN TOP SAND MIX \ A 2" ROOT ZONE \� \� SLOPE 2" BASE SAND W W W \ W W\ SUBGRADE TO MATCH — III —III —III —III FINISH INCORPORATE 2" BASE SAND \ GRADE FULLY 4" INTO SUBGRADE SECTION GRADED SUBGRADE SCARIFY TO AN 8"-10" DEPTH AFTER GRADING \ W W W\ AND COMPACTION \ ` IV\ 41 NOTES: ` �" 1. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ` '00 i D,_SLAND-BASED FIELD 1 1/2" = 1'-0" NOTES: 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE PRIOR TO PLANTING. 4. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. TRUNK FLARE BOTTOM OF TRUNK FLARE. LOCATE BOTTOM OF TRUNK FLARE 1" MIN ABOVE ADJACENT FINISH GRADE. MULCH LAYER, HOLD OFF FROM TREE TRUNK FINISH GRADE REMOVE WIRE BASKET (NO EXCEPTIONS) AND ANY ��/��/%\ OTHER SYNTHETIC MATERIAL ///\/ FROM ROOTBALL. CUT BACK AND REMOVE BURLAP FROM II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II TOP AND SIDE OF ROOTBALL. SET BALL ON COMPACTED SOIL MOUND TO PREVENT SETTLING. ROOTBALL 1" = 1'-0" P-2018-MCK-71 NOTE: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. 3" MULCH. NO MULCH AGAINST TRUNK 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL — DO NOT DISTURB SUBGRADE — BELOW ROOTBALL TO REDUCE SETTLING. DECIDUOUS TREE PLANTING 3X ROOTBALL 3/8" = 1'-0" GENERAL LANDSCAPE NOTES Qg �� STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH DRIVE STAKES AT ROOTBALL EDGE PI ANT SC;HFnt 11 F Al TFRNATF NC) 1 DRIVE STAKES 6"-12" INTO UNDISTURBED SOIL BELOW UGRD LS LIQUIDAMBAR STYRACIFLUA ROOTBALL P-2018-MCK-70 VERS CODE BOTANICAL NAME 1. SEE SPECIFICATIONS FOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES AND DEPTH, SOIL AMENDMENTS, FERTILIZERS AND WARRANTEES. 2. PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 4. SEE DRAWINGS L2.00-L2.4 FOR IRRIGATION PLANS. 5. THE CONTRACTOR AND OWNER ARE RE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 7. THE CONTRACTOR SHALL FURNISH �p YDROMULCHES. 8. SEE THIS SHEET FOR PLANTING o.R. sk, 9. ANY AND ALL AREAS DISTURBE �N� 10 IES SHALL BE REPAIRED TO THEIR PRE -CONSTRUCTION STATE OR BETTER. /� Know what's below. Call before you dig. coo NAM 2 �\ ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE OS 7 EX P . 03i �� PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF J ` THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED c P E A R G OINJERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE T A C 0 M A SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 11.07.2019 1206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB MATCH LINE- SEE L1.2 AMERICAN SWEET GUM COMMON NAME CONT SPACING QTY LH LAWN MIX HYDROSEED HYDROSEED - LAWN HYDROSEED 50,240 SF W W W W SL SAND BASED FIELD - GREEN SPORT HYDROSEEDED - GREEN SPORT MIX HYDROSEED 60,011 SF CONSTRUCTION RECORD DRAWINGS 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: SCALE VEffn_ HORIZONTAL- NAD 1983/1991 DESIGNED: AS SHOWN DRAWN: MS ONE INCH DATUM CHECKED: AT FULL SCALE KG IF NOT ONE INCH NO. REVISION BY DATE I'APPR APPROVED: SCALE ACCORDINGLY J. Morse t*w RENTONCITY OF Planning/Building/Public Works Dept. u GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET KEYMA 0 J P ILL LU } Q J R-402826 _j 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON S O DISTRICT BASE AND ALTERNATE NO. 1 PLANTING PLAN 2 U W 0 C0 G = R DATE 11/07/2019 FIELDBOOK: PAGE v_ z DRAWING NO: L1.1 5� G SHEET:OP 26 32 00 N O 0 W z O Q O z W IIr 0 W LL Q ^J n J O O U W I 0 C0 G rr _V z V CU G m Know what's below. Call before you dig. BID ALTERNATE NTING PLAN: ALTERNATE NO. 1 NE 12TH ST. MAI Y rAnm N J W LU z J 2 U H Q NE 12TH ST. 1 1 1 1 1 LEGEND NOTES EXISTING TREE FENCING/ROOT PROTECTION FEEDER ROOT ZONE DIA=2X 1. FENCING TO BE PROVIDED AND MAINTAINED AT CANOPY DRIP LINE. 2. TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND DRIP LINE CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL ACCEPTANCE. DIA=X 3. ALL BRUSH CLEANUP WITHIN DRIP LINE SHOULD BE COMPLETED BY HAND TO Q PREVENT DISTURBANCE OF NATIVE GROUND COVERS. J 4. NO WIRES, CABLES, OR OTHER DEVICES SHALL BE ATTACHED TO PROTECTED g Q TREES DURING CONSTRUCTION. Q 5. CONTRACTOR SHALL REFER TO RENTON CODE FOR MORE INFORMATION. � Q PLACARD READIN TRENCHING/EXCAVATION Q "NO p TRESPASSIN(3'- CRITICAL ROOT ZONE Qg PROTECTED TREES" 50' O.C. O 1. NO DISTURBANCE ALLOWED WITHOUT SITE -SPECIFIC INSPECTION AND APPROVAL Q OF METHODS TO MINIMIZE ROOT DAMAGE. 1/PER TREE. CHIAN LINK DRIP LINE CONSTRUCTION 1. LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN DRIP FENCING, TYP. LINE. 2. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREAS, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING OR WASHING. POST 8' OC MAX 3. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT. SPACING. INSTALL AT A MIN. OF 2'-0" FEEDER ROOT ZONE BELOW GRADE OR 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT PROVIDE STABLE TO LANDSCAPE ARCHITECT'S APPROVAL. FENCING FEET. 2. MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT. SURFACE PROTECTION* MEASURES MAY BE REQUIRED. 3. LIMIT ANY DISTURBANCE TO MAXIMUM 1/3 OF FEEDER ROOT ZONE. 4. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST. ELEVATION 5. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO >L PROTECT FEEDER ROOTS. CRITICAL ROOT ZONE DIA=1/2X *SURFACE PROTECTION MEASURES 6-8" MULCH LAYER, 3/4"PLYWOOD, OR STEEL PLATES TREE PROTECTION 3/16" = V-0" 1. SEE L1.1 FOR PLANTING NOTES, DETAILS AND PLANT SCHEDULE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS 2. SEE CIVIL DEMO PLAN FOR TREE REMOVAL SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR 2.1. NUMBER OF TREES TO BE REMOVED: 2 SLOPE SHALL, AT PROJECT COMPLETION, HAVE A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER TE RNATE N O. 1 CONTENT OF 5% DRY WEIGHT AND A PH FROM 6.0 TO 8.0. THE TOPSOIL LAYER SHALL HAVE A 2.2. TREES TO BE REMOVED ARE LESS THAN 90% OF TOTAL MINIMUM DEPTH OF EIGHT INCHES. SUBSOILS BELOW THE TOPSOIL LAYER SHALL BE SCARIFIED AT SIGNIFICANT TREES. LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED 410 LAYERS. 11 O �r Z0S 7 EX c,q PE A, ?-0 11.07.2019 W z GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET KEYMA O N O 00 T LJ co C) C) CD 06 P-2018-MCK-73 J O IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 1� CONSTRUCTION RECORD DRAWINGS _ 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: SCALE _ vERncAL: w,w 1988 AS SHOWN HORIZONTAL- NAD 1983/1991 Gti� DESIGNED: �� CITY OF McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT ■ ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE DRAWN: RENTON MS �' PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONE INCH DATUM ALTERNATE N . 1 OINJERSHIPRIGHTS IN11THIS DOCUMENT ISFOR USE TAC0MA•SEATTLE•SPOKANE•TRI-CITIES CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ONLY FOR THE PROJECT IDENTIFIED R IN THE TITLE BLOCK IF NOT ONE INCH PLANTING PLAN AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 NO. REVISION BY DATE AP P R APPROVED' SCALE ACCORDINGLY 206.267.2425 TEL 206.267.2429 FAX www.ahbi.com WEB J. Morse U cn W 0 0 2 = R DATE 11/07/2019 FIELDBOOK: PAGE v_ z DRAWING NO: L1.2� 5y G SHEET. OP 00 N O 1- C) 0 LU Z O \Q O Z LU ��rr VJ 0 LU H J n J O O 2 CU LU C0 G Z U G 0 I >E I I I C13 - 2" � G E5 D24 - 1 %4" D23 - �• C8 - 1 - C7 1 %z" =----M-----M----- - 2 - C6 1 %2" E4 - 1" - D22 C9 - LIMIT OF WORK LINE C5 - D21 2 C3 d1 %2" / D20 - o 1„ 22 - - D19 0 Ij1 ° ® I,III, 11`I o ® p I- i _ ll(E 1 2" 1 IN INKj MODELNUMBER Al• • 8200CR-XPR 1-1/2" A ` ` 11 A3 WEATHERMATIC 8200CR-XPR m.44 VVEAT-1- :: ►� . 1i- AG VVEATHERIVIATIG 8200GR XPR WATER MAINS DURII` . 11 • ./I . .�//r /� / ` • 1 1 ,,�/`' ♦ : `° it . . - ` 11 .. l000 r/ DEMO MAIN LINE :Ojo FROM THIS POINT -ABEL AND CUT ALL . 11 WIRES r / / •� ®, // f / OFA 0 OOA 0 Arm. mvmI i �(Fj BASE BID VALVES 0.41 B24 WEATHERMATIC 8200CR-XPR 1-1/2" Cl WEATHERMATIC 8200CR-XPR 1-1/2" qvo 4� V/1 WEATHERMATIC 8200CR-XPR 2" /�r wo //C2 /C4 WEATHERMATIC 8200CR-XPR A C5 WEATHERMATIC 8200CR-XPR 1-1/2" 0 -UK C6 WEATHERMATIC 8200CR-XPR 1-1/2" C7 WEATHERMATIC 8200CR-XPR 1-1/2" WEATHERMATICO4F 8200CR-XPR F.00F,0 C9 WEATHERMATIC 8200CR-XPR 1-1/2" Clo WEATHERMATIC 8200CR-XPR Pr � : • 1, `.. ,. � : � . . : 11 o �� • : � : : : : r ii lo E 0 I p _ I _054 - • �� //ice i�iil�ii i � : 11 Know what's beIow. Call before you dig. sc� PE A?' C, 11.07.2019 ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBUCAT10N OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE T A C O M A • SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB 1 AI TFRNATF Rin Nn 1 • .nr;r.FR FIFI n IMPRn\/FMFNTS I AG 1/28/19 KG SURVEYED: SCALE: NO. REVISION DESIGNED: DRAWN: MS CHECKED: KG BY DATE AP P R APPROVED: J. Morse AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ALTERNATE NO.1 UMBER MODEL 1 WEATHERMATIC 8200CR-XPR A WEATHERMATIC 8200CR-XPR A WEATHERMATIC 8200CR-XPR A WEATHERMATIC 8200CR-XPR A5 WEATHERMATIC 8200CR-XPR A6 WEATHERMATIC 8200CR-XPR A7 WEATHERMATIC 8200CR-XPR A8 WEATHERMATIC 8200CR-XPR A9 WEATHERMATIC 8200CR-XPR A10 WEATHERMATIC 8200CR-XPR A19 A20 A21 A22 A23 A24 B1 B2 B3 B4 B5 B6 B7 B8 B8 B9 B10 B11 WEATHERMATIC 8200CR-X WEATHERMATIC 8200CR-X R WEATHERMATIC 8200CR- R WEATHERMATIC 8200CR- R WEATHERMATIC 8200CR- PR WEATHERMATIC 8200CR- PR EATHERMATIC 8200CR PR EATHERMATIC 8200C XPR EATHERMATIC 8200C -XPR EATHERMATIC 8200C -XPR ATHERMATIC 8200 -APR W ATHERMATIC 8200 R-XPR W ATHERMATIC 8200 R-XPR W THERMATIC 820 R-XPR WE THERMATIC 820 CR-XPR WE THERMATIC 82 CR-XPR WE HERMATIC 82 OCR-XPR WEA HERMATIC 82 OCR-XPR B13 WEAT ERMATIC 8 OOCR-XPR B14 WEAT ERMATIC OOCR-XPR B15 WEAT RMATIC 200CR-XPR B16 WEATH RMATIC 200CR-XPR B17 WEATH RMATIC 8200CR -XPR B18 WEATH MATI 8200CR-XPR B19 WEATHE MATI 8200CR-XPR B20 WEATHE MATI 8200CR-XPR B21 WEATHE AT C 8200CR-XPR B22 WEATHER A C 8200CR-XPR B23 WEATHER A IC 8200CR-XPR B24 WEATHER IC 8200CR-XPR Cl WEATHERM IC 8200CR-XPR C2 WEATHERM TIC 8200CR-XPR C3 WEATHER TIC 8200CR-XPR C4 WEATHER A IC 8200CR-XPR C5 WEATHER A IC 8200CR-XPR C6 WEATHER A C 8200CR-XPR C7 WEATHE AT 8200CR-XPR C8 WEATHE MATI 8200CR-XPR C9 WEATHE MATT 8200CR-XPR C10 WEATH MATI 8200CR-XPR C11 WEATH RMATIC 200CR-XPR C12 WEATH RMATIC 200CR-XPR C13 WEAT ERMATIC OOCR-XPR C14 WEAT ERMATIC 8 OOCR-XPR C16 WEAT ERMATIC 8 OOCR-XPR C17 WEA ERMATIC 8 OCR-XPR C17 WEA HERMATIC 82 OCR-XPR C18 WE HERMATIC 82 CR-XPR C19 WE THERMATIC 820 CR-XPR C20 WE THERMATIC 820 CR-XPR C21 W THERMATIC 8200 R-XPR D1 W ATHERMATIC 8200 R-XPR D2 W ATHERMATIC 8200 R-XPR D3 ATHERMATIC 8200C -XPR D4 EATHERMATIC 8200C -XPR D5 EATHERMATIC 8200C -XPR D6 EATHERMATIC 8200CR XPR D7 EATHERMATIC 8200CR PR D8 WEATHERMATIC 8200CR- PR D9 WEATHERMATIC 8200CR- PR D10 WEATHERMATIC 8200CR- R D11 WEATHERMATIC 8200CR-X R D12 WEATHERMATIC 8200CR-X R D13 WEATHERMATIC 8200CR-XP D14 WEATHERMATIC 8200CR-XP D15 WEATHERMATIC 8200CR-XP D17 WEATHERMATIC 8200CR-XPR D18 WEATHERMATIC 8200CR-XPR D19 WEATHERMATIC 8200CR-XPR D20 WEATHERMATIC 8200CR-XPR D21 WEATHERMATIC 8200CR-XPR D22 WEATHERMATIC 8200CR-XPR D23 WEATHERMATIC 8200CR-XPR D24 WEATHERMATIC 8200CR-XPR E1 WEATHERMATIC 8200CR-XPR E2 WEATHERMATIC 8200CR-XPR E3 WEATHERMATIC 8200CR-XPR E4 WEATHERMATIC 8200CR-XPR E WEATHERMATIC 8200CR-XPR E WEATHERMATIC 8200CR-XPR WEATHERMATIC 8200CR-XPR 8 WEATHERMATIC 8200CR-XPR 9 WEATHERMATIC 8200CR-XPR 10 WEATHERMATIC 8200CR-XPR E11 WEATHERMATIC 8200CR-XPR VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DATU M IRRIGATION SCHEDULE SIZ SYMBOL MANUFACTURER/MODEL/DESCRIPTION 1-1 2" 1- /2" REMOTE CONTROL VALVE TO REMAIN 2" 1 1/2" REMOTE CONTROL VALVES TO BE REMOVED. 1 1/2" -1/2" 0 RAIN BIRD 44-LRC -1/2" 1" BRASS QUICK -COUPLING VALVE, TO REMAIN 1-1/2" 1-1/2" V RAIN BIRD 44-LRC 1-1/2" 1" BRASS QUICK -COUPLING VALVE, TO BE REMOVED 2" IRRIGATION MAINLINE: PVC SCHEDULE 40-EXISTING 2" NNN — IRRIGATION MAINLINE: DEMO MAIN 1-ice' Valve Callout Valve Number 2 2" # # Valve Flow 2" # Valve Size 2 21; ® IRRIGATION DEMO AREA 2„ 1-1/2" 2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" VALVES TO BE REMOVED 1-1/2" 2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" IRRIGATION DEMOLITION NOTES 1-1/2" 1. DEMO ALL IRRIGATION WITHIN HATCHED AREAS 1-1/2" 1-1/2" 2. LABEL AND CUT IRRIGATION CONTROL WIRES. 2 1-1/2" 3. CUT AND CAP MAIN LINE AS MARKED ON THE PLAN 1-1/2" 1-1/2" 4. SEE 1995 IRRIGATION AS -BUILD FROM SCHOOL FOR EXISTING IRRIGATION TO 1-1/2" REMAIN. 1-1/2" 2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/4" 1-1/2" 2 2" 1-1/2" 2" 2ll 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1" 1-1/4" 2" 1-1/2" 1-1/4" 1-1/2" 1-1/2" 1" 1-1/2" 1-1/2" GRAPHIC SCALE 1-1/2" 1 0 25 50 100 FEET 1-1/2" 1-1/2" 1-1/2" 1" = 50 FEET 11 Ln 0 00 U H H Z O \Q O Z W Ir 0 9--_I T7 1-1/" KEYMAP LU1-1/44" LL 1" 1" J 1-1/4„ R-402828 _j 11 O 1 1/2" 1 1/2" IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 1" 1- 4" V 1-1 2" (f� 1" W J 1„ 1-1/2 0 1-1/2' 0 _y rCITY OF McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS } °RENTON RENTON SCHOOL DISTRICT Planning/Building/Public Works Dept. IRRIGATION DEMO PLAN DATE: 11/07/2019 = R FIELDBOOK: PACE: v_ Z DRAWING NO: L2.0 U C G SHEET:OF: 28 3 2 00 N O W z O a O z w rr 0 J W H a J n J O O CU w J r) z Y U 0 0 0 00 04 Lill I a NOTES 1. SEE L2.2 FOR IRRIGATION LEGEND. 2. SEE L2.3 FOR IRRIGATION DETAILS. Know what's below. Call before you dig. LEGEND EXISTING TREE MATCH LINE- SEE 1-2.1 GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET of WASH PSG R . S kj/o CONSTRUCTION RECORD DRAWINGS ■1I■ • 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG DESIGNED: AS SHOWN HORIZOHORIZONTAL,NAD 11910971991 � � O Z �\ ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE - DRAWN: O 7 I� PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF MS S Ex P . �3 �� THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED I ONE INCH DATU M C n G OYMERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE T A C O M A SEATTLE SPOKANE TRI-CITIES CHECKED: AT FULL SCALE �Y � � SECT �TM H � ¶� MM KG IF NOT ONE INCH AND IS NOT TO BE USED FOR REPAIR, REMODEL OR SCALE ACCORDINGLY ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 2012i0.2425 TEL Avenue, ,Suite 1620 20FAX eat WA om WED NO. REVISION BY DATE AP P R APPROVED 11.07.2019 J. Morse CITY OF RENTON Planning/Building/Public Works Dept. 4 q q I III KEYMAP IN COMPLIANCE WITH CITY OF RENTON STANDARDS McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT IRRIGATION PLAN DATE 11/07/2019 FIELDBOOK: PAGE DRAWING NO: L2.1 SHEETOR 29 32 O N L0 O O CID 61 u O O O O z O a O z w 0 w H a J 0— O O 2 U w 0 C� z U G 00 i 0 w Z O Q O Z W Cl) 0 w H Q n J O O U Cl) w I r) C� G r2 _V Z V CU G O MATCH LINE- SEE L2.0 2" ZNA 12 \ / ASPHALT 07 1 I i ASPHALT *01000, 1„ / ♦ � I / -' I L I \ ♦ - .2 r" %- -- - I ♦ \ I 12 ♦ \ 12 I. ♦ 2V2" ♦ \ 1 V4" ' / IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION ❑ 0 8 ❑ M n TORO 570Z-6P-PR 12 SERIES Q T H TT TQ F TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 1/2" FEMALE -THREADED INLET. ❑ a a e TORO 570Z-6P-PR 15 SERIES Q T H TT TQ F TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 1/2" FEMALE -THREADED INLET. SYMBOL MANUFACTURER/MODEL/DESCRIPTION 07 TORO T7PSS-02 TURF SPORTS ROTOR, 5" POP-UP, ADJUSTABLE ARC FROM 45-360, VANDAL AND ABUSE RESISTANCE. WITH CHECK VALVE AND RUGGED DURABILITY FEATURES. 1" INLET SIZE, NPT. STAINLESS STEEL RISER. NOZZLE FLOW 6.6-30.6 GPM 12 TORO T7PSS-02 TURF SPORTS ROTOR, 5" POP-UP, ADJUSTABLE ARC FROM 45-360, VANDAL AND ABUSE RESISTANCE. WITH CHECK VALVE AND RUGGED DURABILITY FEATURES. 1" INLET SIZE, NPT. STAINLESS STEEL RISER. NOZZLE FLOW 6.6-30.6 GPM SYMBOL MANUFACTURER/MODEL/DESCRIPTION WEATHERMATIC 8200CR-XPR BRASS REMOTE CONTROL VALVE WITH PRESSURE REGULATOR 0 RAIN BIRD 44-LRC 1" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 71 RAINBIRD TURFMASTER © RAINBIRD TURFMASTER © RAINBIRD TURFMASTER �D RAINBIRD TURFMASTER �E RAINBIRD TURFMASTER 0 WATER METER 4" EXISTING IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40-EXISTING IRRIGATION MAINLINE: PVC SCHEDULE 40 - PROPOSED PIPE SLEEVE: PVC SCHEDULE 40 Valve Collout Valve Number # Valve Flow # " Valve Size 0 F WAS y R . S fl �� Know what's below. Call before you dig. O �O�' P S EXP.0.05 �� c q P E P\ 11.07.2019 PSI 30 all PSI GPM RADIUS 60 8.10 48' 60 12.7 53' 07 %' \ 12ll 12 00000, i 2V2" Al 63.5 • Al 76.2 211 A2 63.5 �`' J 2V2" 211 i� o VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PRECIP Al WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 76.20 0.45 in/h A2 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 1.92 in/h A3 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 0.85 in/h A4 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 0.85 in/h A5 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 50.80 2.13 in/h A6 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 0.45 in/h A7 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 1.02 in/h A9 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 72.90 0.57 in/h A11 WEATHERMATIC 8200CR-XPR 2" 76.20 0.49 in/h Al2 WEATHERMATIC 8200CR-XPR 2" TURF ROTOR 63.50 0.84 in/h NOTES 1. SEE L2.2 FOR IRRIGATION LEGEND. 2. SEE L2.3 FOR IRRIGATION DETAILS. LEGEND ( D. EXISTING TREE 1�� a ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE W PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED 011NERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE TA C O M A • SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.COm WEB 07 1%4" 07 i �I 2", I II I II I I I - o I I I I 01 M M pin I � CRITICAL ANALYSIS Generated: 2018-07-18 17:11 P.O.C. NUMBER: 01 Water Source Information: EXISTING 9[iIN%NT/_11W_1:312 Water Meter Size: 4" Flow Available: 375.00 gpm PRESSURE AVAILABLE Static Pressure at POC: 90.00 psi Elevation Change: 5.00 ft Service Line Size: 6" Length of Service Line: 20.00 ft Pressure Available: 88.00 psi DESIGN ANALYSIS Maximum Station Flow: 95.99 gpm Flow Available at POC: 375.00 gpm Residual Flow Available: 279.01 gpm Critical Station: 20 Design Pressure: 60.00 psi Friction Loss: 5.11 psi Fittings Loss: 0.51 psi Elevation Loss: 0.00 psi Loss through Valve: 3.10 psi Pressure Req. at Critical Station: 68.71 psi Loss for Fittings: 1.11 psi Loss for Main Line: 11.09 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 0.00 psi Loss for Water Meter: 1.00 psi Critical Station Pressure at POC: 81.91 psi Pressure Available: 88.00 psi Residual Pressure Available: 6.09 psi CONSTRUCTION RECORD DRAWINGS 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: SCALE: VERTICAL: NAVO 1998 AS SHOWN HORIZONTAL: NAD 19av 1991 DESIGNED: DRAWN: MS ONE INCH DATUM M CHECKED: AT FULL SCALE KG IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY J. Morse CITY OF ME RENTON tiT Planning/Building/Public Works Dept. EXISTING IRRIGATION TO BE REMOVED, TYP.- SEE 1995 AS-BUILTS, AVAILABLE FROM SCHOOL DISTRICT EXISTING IRRIGATION TO REMAIN, TYP.- SEE 1995 AS-BUILTS AVAILABLE FROM SCHOOL DISTRICT SPRAY HEAD, TYP. GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET 0 IUD 00 16 O O O 1 06 Z O Q O Z w LL _ � 0 J KEYMAP 1 Q J d R-402830 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT IRRIGATION PLAN 2 U C ) W 0 0 I- = ' R DATE: 11/07/2019 FIELDBOOK: PAGE: v_ Z DRAWING NO: L2.2 SHEET: OF: 30 32 MATCH LINE- SEE L2.1 00 N O 0 LU z O Q O z LU IIr 0 J LU LL Q n J O O U J 0 C0 G rr _V z V CU G 0 LO 0 0 00 N N N J L LU c1 Know what's below. Call before you dig. REPLACE ZONE EXISTING ZOf G R. SK A � O 5 �6S EXP.03i0 �� c q P E P\ 11.07.2019 1��4W,A On a ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE m PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OINJERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE TA C O M A • SEATTLE • SPOKANE •TRI-CITIES ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.COm WEB NOTES 1. SEE L2.2 FOR IRRIGATION LEGEND. SEE L2.3 FOR IRRIGATION DETAILS AND VALVE TABLE. 2. PROVIDE CONNECTION FROM NEW VALVES TO EXISTING CONTROLLERS IN MECHANICAL ROOM 212. REMOVE CONNECTIONS TO VALVES DEMOLISHED AS PART OF PROJECT. COORDINATE ACCESS WITH SCHOOL DISTRICT. 3. EXISTING IRRIGATION SHOWN IS APPROXIMATE. SEE AS-BUILTS AVAILABLE FROM THE SCHOOL DISTRICT. VERIFY EXTENT OF EXISTING IRRIGATION SYSTEM AND VERIFY EXTENT OF DISTURBANCE AND REPLACEMENT BEFORE DEMOLITION. PROVIDE CREDIT FOR IRRIGATION WORK SHOWN ON PLANS BUT NOT REQUIRED AFTER REVIEW OF EXTENT OF CONFLICT ON SITE. PROVIDE MARK-UPS OF ANY AREAS REQUIRING WORK NOT SHOWN ON PLAN FOR CHANGE ORDER. Q 4. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE OWNER. N 5. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE AREAS FOR N GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS OR IN SLEEVES UNDER PAVEMENT. J w 6. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD w SURFACES WITH RESPECTIVE CONTRACTORS. U) 7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE W IRRIGATION SYSTEM. z 8. CALL FOR LOCATES PRIOR TO DIGGING AT 811. CONTRACTOR IS RESPONSIBLE TO VERIFY UTILITY LOCATIONS. IF J UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKE ANY REPAIRS = REQUIRED, AT NO COST TO THE OWNER. U 9. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR Q COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 73 10. INSTALL CONCRETE THRUST BLOCKS ON MAINLINE 2-1/2" AND LARGER, FOR ALL CHANGES IN PIPE DIRECTION OVER 15-DEGREES. 11. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. KEEP WIRE SPLICES TO A MINIMUM. PROVIDE CLEAN WIRE CUTS WITH NEW SPLICE KITS AT ALL SPLICES INCLUDING ANY SPLICE THAT IS DISCONNECTED AND RECONNECTED FOR ANY REASON OR PERIOD OF TIME. 12. VALVE BOXES SHALL BE COMMERICAL -GRADE POLYETHYLENE OR HDPE AND SUITABLE FOR LIGHT DUTY APPLICATIONS. 13. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 14. CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A DELINEATED ROOT PROTECTION ZONE, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ROOTS OVER 3" - 4" IN DIAMETER WITHIN THE ROOT PROTECTION ZONE. 15. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTS" FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 16. CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT ESTABLISHMENT PERIOD INCLUDING WINTERIZATION(S) ,�bPrT8 fK0)CT I O N RECORD D RAW I N G S 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: SCALE VERTICAL- HOR ONTAL: NAD T9a3/T99T DESIGNED: AS SHOWN DRAWN: MS ONE INCH DATUM CHECKED: AT FULL SCALE KG IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY J. Morse IRRIGATION SYSTEM DESIGN NOTES 2 3 ll GRAPHIC SCALE WATER PURVEYOR: KING COUNTY WATER DISTRICT 90. CONTACT INFORMATION: 425-255-9600,http://www.kcwd9O.com/ THIS DESIGN REPLACES PORTIONS OF AN EXISTING IRRIGATION SYSTEM AFFECTED BY THE RESURFACING OF SOFTBALL AND SOCCER FIELDS. FIELD VERIFY ALL EXISTING IRRIGATION EQUIPMENT AND ZONES IMPACTED BY THE CONSTRUCTION OF THIS PROJECT PRIOR TO CONSTRUCTION. CONTACT SCHOOL DISTRICT FOR COPIES OF IRRIGATION AS -BUILT DRAWINGS. PROVIDE TEMPORARY IRRIGATION TO ALL UNDISTURBED ZONES DURING CONSTRUCTION BETWEEN APRIL AND OCTOBER OR AS REQUESTED BY SCHOOL DISTRICT. POINT OF CONNECTION NOTES 1. POINT OF CONNECTION WORK NOT WITHIN SCOPE OF PROJECT. 2. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT THE METER AND SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT. NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES GREATER THAN 5 POUNDS OF DESIGN PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT. 3. POC NUMBER 1: EXISTING 4" IRRIGATION METER. 3.1. THE SYSTEM DESIGN IS BASED ON OPERATING 1 ZONE AT A TIME USING THE EXISTING IRRIGATION METER ON A 6" SCH. 40 PVC SUPPLY LINE. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION. NV f-' CITY OF ME RENTON n� Planning/Building/Public Works Dept. O N O 0 00 co 0 0 0 06 OC 0— z 0 a 0 z w cr J P LU } Q LL R-402831 _j 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 KEYMA McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS RENTON SCHOOL DISTRICT ALTERNATE NO. 1 IRRIGATION PLAN U W J 0 = R DATE 11/07/2019 FIELDBOOK: PAGE: v_ z DRAWING NO: L2.3 G SHEEr.31 OF*325U 00 N C) i Nt i 0 w z _O Q O z w rrr vJ 0 W H Q J n J O O U U) ui 0 C0 G r= _V z V U C G 0 o ao N VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS X 1OX15 STANDARD BOX PROTECTION SCREEN, WRAP 6" UP SIDES SET BOX 2" ABOVE GRADE AT SHRUBS. J SET BOX FLUSH TO _U d GRADE AT LAWN. U a_ SPARE WIRES THAT ARE co TO TERMINATE AT THIS BOX: COIL 30" LENGTH E MAINLINE AS OCCURS. TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON EACH SIDE OF PEA GRAVEL - 4" DEPTH BOX I WIREB UNDLE �JUCTION BOX 3/4" = V-0" P-2018-MCK-01 NOZZLE VARIES (SEE IRRIGATION PLAN) INSTALL 18" SQUARE OF SOD AROUND SPRINKLER HEAD FINISH GRADE ROOT SAND COURSE _ ?. ~ ROTOR POP-UP o ¢ SPRINKLER w= BASE SAND COURSE z� � Z Of DETECT -A -TAPE IN TRENCH Lu ¢ w PREFABRICATED TRIPLE SWING J > JOINT ASSEMBLY, 1" DIA. X 12" m NOTE: USE TEFLON TAPE ON THREADED FITTINGS PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP TRACE WIRE 40 PVC LATERAL POP-UP ROTOR HEAD AT SPORTS FIELD VALVE BOX W/ EXTENSIONS, SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF. WATERPROOF WIRE CONNECTORS ON 36" LOOPED WIRES. Lu ry 0 o SCH 80 UNION i LATERAL, 24" m MIN. TO FIRST NJ FITTING Ei 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) FILTER FABRIC, WRAP UP ALL SIDES ABOVE OPENINGS WASHED DRAIN ROCK SUMP, 2 CUBIC FEET MIN. REMOTE CONTROL VALVES PLANTING CONDITION FINISHED GRADE PAVING SECTION PER CIVIL PLANS —COMPACTED BACKF — AT 85% DENSITY (SOIL BACKFILL) AT 95% DENSITY - (STRUCTURAL) — LATERAL LINE(S) AN WARNING TAPE SLEEVE(S), 2-TIMES - LINE SIZE MIN. —MAIN LINE(S) — VALVE WIRING — PIPE BED MATERIAL BE CLEAN AND FREE ROCK LARGER THAT 1/2-INCH TRENCHING & SLEEVING NTS NOZZLE VARIES (SEE IRRIGATION PLAN) FINISH GRADE ROTOR POP-UP SPRINKLER TRIPLE SWING JOINT ASSEMBLY, 1" DIA. X 12" SCH 40 PVC LATERAL NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS POP-UP ROTOR HEAD PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP -2018-MCK-07 \ / 1/8" = 1'-0" P-2018-MCK-43 10" DIA. VALVE BOX W/ LOCKING LID, EXTENSIONS (AS REQ'D) FINISH GRADE REMOTE CONTROL VALVE TRUE UNION PVC BALL `�/\\��\\��\ \\�/��/j�/j \�!%//i\/ MANUAL DRAIN BALL VALVE WITH SCH. 80 VALVE W/ LONG KEY FOR NIPPLES z OPERATION N ~ SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR TEE W/ REDUCER X SCH 80 3/4" PVC ELLS W/ IPVC NIPPLES IN BETWEEN 3/4" SCH 80 PVC STREET Z ELL W/ 6" LENGTH OF PVC z PIPE W/ HOLES DRILLED FOR DRAIN LINE SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL WITH (4) BRICKS-TYP. MAINLINE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. SCH. 40 RISER rn_NMANUAL DRAIN VALVE WITH SUMP NTS P-2018-MCK-7 of WAS R . S �i��111�1�To Know what's below. Call before you dig. � O P . o,3 �\ c'I PE ARG 11.07.2019 1�� 1►169:1�•L�:1:7y_�il• NOTES: • DIMENSIONS ARE MINIMUM CLEARANCES. DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. z ASPHALT, CONCRETE, MASONRY OR — CRUSHED ROCK SURFACE P-2018-MCK-80 6"MAX 4. a a w Q o g w z_T J J Z Of� w = J NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS POP-UP SPRAY HEAD 1/8" = 1'-0" P-2018-MCK-03 POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL 45 DEG. ELBOW TEE FINISHED GRADE 90 DEG. ELBOW UTILITY BOX. . ' END OF LINE 4- A. .• ;' ,. CAPPED SECTION VIEW THRUST BLOCKING P-2018-MCK-04 10" DIAMETER VALVE BOX. HEAD BRAND "QVC" ON LID Q WITH 2" HIGH CHARACTERS. w QC \/ 0-1 C/i ¢ ¢ SPRAY NOZZLE (SEE IRRIGATION PLAN) Z LU ¢ ¢ J m FLUSH w/ FINISHED GRADE 12" MAX (TOP OF MULCH) IN BED AREAS 6" MIN. z_ x U) U) ¢ J z FINISH GRADE _ FINISHED GRADE. LL N N POP UP SPRAY HEAD OR IIIIII—III I III � —III FLOOD BUBBLER I—IIII =1 ( 1III—III QUICK COUPLING VALVE AS TRIPLE SWING JOINT ASSEMBLY, SPECIFIED. 1/2" DIA. X 12" TWO STAINLESS — SCH. 80 NIPPLE, LENGTH AS REQ. STEEL CLAMPS. 6" DEEP LAYER OF 3/4" LATERAL PIPE o o CRUSHED ROCK. 000 3" PVC SCHEDULE 80 NIPPLE. 1/2" X 36" GALV PVC SCH 40 TEE OR ELL STEEL PIPE. • SLIP x FIPT x SLIP THREE PVC SCH 80 ELLS. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLER IN VALVE BOX 7 P-2018-MCK-4' 1 1 /2" = 1'-0" CONSTRUCTION RECORD DRAWINGS 1 ALTERNATE BID NO 1: SOCCER FIELD IMPROVEMENTS AG 1/28/19 KG SURVEYED: DESIGNED: ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF - DRAWN: MS THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK TA C O M A • SEATTLE • SPOKANE •TRI-CITIES CHECKED: KG AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 6th Avenue,, Suite WA WEB NO. REVISION BY DATE AP P R APPROVED: 201 260 TEL 7.24290F�Seat om J. Morse SCALE AS SHOWN HORIZONTAAL L r D igw/mi NV f-) DA CITY OF ME RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF INN ONE INCH SCALE ACCORDINGLY z 0 ¢ RCV 0 IV BOXES cm TYP. ro EDGE OF LAWN OR BED NOTES: EDGE OF PAVING 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE. 3. AVOID OVER -COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. VALVE BOX INSTALLATION 3/4" = V-0" N C) C) 00 T LJ C) 0 i 00 �IIII j z O Q IIIII O z w r� vJ % 0 KEYMAP ui Q J R-402832 _j O IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 2 U U) w 0 0 DATE McKNIGHT MIDDLE SCHOOL FIELD IMPROVEMENTS 11/07/2019 = RENTON SCHOOL DISTRICT FlaoeDDK: (D PAGE: _ DRAWING NO: z IRRIGATION DETAILS r. O SHEET0 2 �32 2