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HomeMy WebLinkAboutzR-4110SetZ W J LL. GENERAtL NOTES PROJECT DE5GRIPTION 1, GENERAL NOTES DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FAMILY FIR5T CeOMMUNITYTHE APPLICANT PROP05E5 TO DEVELOP A ONE-STORY r DOCUMENTED IN AIA FORM A2C 1 GENERAL CONDITIONS AND SUPPLEMENTAL BUILDING W1TH SURFACE FORDING ON PARCEL * 262305- 9034. T &ENERAL CONDITIONS OR INFORMATION CONTAINED ^ITHIN THE DRAYrIINGS OR PROJECT MANUAL. THE FROP05ED PROJECT YNILL BE LOCATED 50UTH OF THE 2. THE CONTRACTOR SHALL BE PZESPONSISLE FOR COORDINATIN& THE NORK OF ALL EX15TIN6 ELEMENTARY 5GH001-. O TRADES TO ASSURE COMPLIANCE Y4ITH DRAhIN&5 AND PROJECT MANUAL. THE PROPOSE:) DEVELOPMENT Y'IILL BE R CO1,�MrUNITY CENTER 3- GON5ULrANr'5 PRAV` IN55 INGLUDING BUT NOT LIMITED TO STRUGTURAL, GIVIL, ViITH APPROXIMATELY 2 1,100 65F AND G12 PARKING STALLS. Q MECHANICAL, ELECTRICAL, AND INTERIOR DESISN ARE SUPPLEMENTARY TO THE THE i�ROP05ED GOMfMUNITY CENTER WILL BE OPEN TO THE DRAWIN65- THE CONTRACTOR SHALL NOTIFY THE. ARCHITECT OF ANY AND ALL ui DISCREPANCIES IDENTIFIED BETNEEN THE CONSULTANT'S DRAYNIN6,5 AIT14 A ARITTEN GENERAL PUBLIC AND Y4ILL OFFER 5ERVICES SUCH AS AFTER I— REGUE5T FOR CLARIFICATION. rVORK INSTALLED IN GONFLIC,T AITH THE PRAWlll SCHOOL PROGRAMS AND ACTIVITIES, HEALTH CARE OFFICES 1 AND PROJECT MANUAL SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPEN5E- WITH LABS, GOUN5ELING SERV IGES, GHILDGARE FOR FACILITY U5ER5, COMMUNITY GARDEN AND DEMONSTRATION KITCHEN, A 4, DRAYiIN65 INPICATE 6ENERAL AND TYPICAL DETAILS OF CON5TRUCTION . ^HERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OFA. SIMILAR CHARACTER GYM, YOGA, ❑ANGE AND FITNESS PRQGR,4M5, TO DETAILS SHOYNr;t, 511ill DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE AiRCHITECT. THE GON5TRUCTION TYPE 15 V-5. THE PROP05ED BUILDING WILL O 5. THE GONTRACTOR SHALL INVESTIGATE EXISTIN6 GONDITIONS SEFORE BEGINNING BE A 5U5TAINABLE DE516N YNITH THE GOAL OF LEED SILVER AND T WORK. I WILL INCLUDE SUCH FEATURES AS HEAVY TIMBER YNOOD G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ROUGH -IN PIMENSIGNS 1 FRAMING AND NATURAL LIGHT. V FOR EOUIPMENr INDICATED IN THE PRAAIN65 AND PROJECT MANUAL, AND PROVIDED C) BY OTHERS- - - BUILDING MATERIALS: WOOD FRAME GON57RUG7ION INCLUDING '1;. 7. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING, 5VCiK-0UT5, 5All AND JAGK5 GLULAM BEAMS AND COLUMNS, METAL SIDING FOR EXTERIOR I A5 REQUIRED FOR THE WORK, UNLE55 NOTED OTHERWISE. YIALL5, FIBERGLABS YNINPOY45 AND PVC ROOF MEMBRANE. O8. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR INSPECTING THE WORKMANSHIP OF T+P K_- rr 5UBCON7RACTOR5 PRECEDING. DIECREPANCIES IN WORT[ SHALL BE REPORTED TO THE CONTRACTOR IMMI:DIAT;~J.Y, FAILURE TO DO 50 IN A TIMELY MANNER SHALL BE � 40 .� I— CONSTRUED AS ACCEPTANCE OF THAT WORIG.-'__s:i-Y + Ir , _ - q. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT AORK PROJECT DATA GAUSED B,r THE SIJBGONTRAGTOR,lT'S AGENTS, OR EMPL4YEE5. 5UBGONTRACTOR w - . SHALL REPAIR SAID DAMAGE AT THE SUBGDNTRAGTGR'S ExPENSEr_ A _r 10. THE U5E OF WORD "PROVIDE' 5HALL ALYNAY5 MEAN, 'FURNISH. INSTALL. CONNECT OR - - - ,a --_ PROJECT NAME: FAMILY FIRST COMMUNITY CENTER 51ECURE" AS REQUIRED. PROJECT BUILOIN6 PERMIT NUMBER: TB❑ 1 1, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS Y+IRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED { ''' PROJECT ADDRESS: 16200 1 16T14AVE BE 5TANDARD5.rr - T► X A55E550R'S �: 2S23a'3-ga3�4 LLJ 1 2. v0 NOT SCALE DRAI^41NG5; USE YKRITTEN VIMENSION5. IN THE EVENT THAT DISCREPANCIES ARE FOUND IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELI' PROJECT JURISDICTION: CITY OF RENTON CLARIFY SAID CONDITION A TH THE ARCHITECT BEFORE PROCEEDING WITH THE rVORK. SITE AREA: 1 213,fa b &5F Z 13, ALL INFORMATION RELATIrD TG EXI5TING CONDITIONS HAS BEEN REPRESENTED TO W All — THE BEST KNOWLEDGE OF THE ARCHITECT- THE CONTRACTOR SHALL BE LAND USE ZONING: R-6 U RE5PON5I5LE TD FIELD VERIFY EXI57ING CONDITIONS AND NOTIFY THE ARCHITECT OF will ANY DISCREPANCIES THAT WOULD EFFECT THE GO1145TRUCTION OF THE PROJECT OCCUPANCY GROUP (PER IBC 503): A-3, 0, E I E3EFGR1= STARTING T+i1= AORK. TYPE OF CONSTRUCTION VB 14. DIMENSIONS ARE TO THE FACE OF FRAMINC7, FACE OF CONCRETE, &RID LINES, OR CENTERLINE OF GOLUMN5, DOORS AND WINDOWS UNLE55 NOTED OTHERY415E. - BVILDING HEI&HT: Z 1 5. REFER TO ARCHITEGrS' STANIDARD5 FOR SYMBOLS AND ABBREVIATIONS FOR CLARITY OF DRAWINGS. IF A SYMBOL OR ABBREVIATION 15 IDENTIFIED ON THE ARCHITECTURAL DRAYVIN&5 THAT 15 IN 05GREPANGY ri THE 5TpANDARD5 THE GONTRAC,TOR 5HALL NOTIFY THE ARCHITECT FOR CLARIFICATION. 1 6- REPETITIVE FEATURES NOT FULLY 5HOAN OR NOTED ON THE DRAAIN65 SHALL BE COMPLETELY PROV IDEA A5 IF DRAWN IN FULL. 0 U APPLIGABLE GODE5 PROJECT DIRECTORY SHEET INDEX VIGINITY MAP I CJ) ALL P40KK SHALL CONFORM TO ALL APPLICABLE BUILDING CODE5 AND MCC-HANICAL/PLUMBIWFIRE �+ ORDINANCE5. ANY CONFLICT WHERE THE METHOD OR STANDARDS OF 51PF-R -, BYERS INSTALLATION OF THE: MATERIALS5PEGIFIEDDONOTEGUALOREXCEEDTHE Phone: (2002e5-2g66 GENERAL INFORMATION AND DATA SHEETS REQUIRI=Mr-1 OF THE APPLIGABLI= GODS OR ORDINANCES, THE GOD)= OR 1,12 Nickerson 5T, Suite 300 5eattle, INashin ton CI8 10R Email: Nathan@aiderfyyers.com ORDINANCES SHALL GdVI=RN, IN THE EVENT T415 OCCURS, THE! CONTRACTOR SHALL � 1 0 F 4 0 A 0 01 C 0 V E R S H E E T NOTIFY THE ARCHITECT IMMEDIATELY- SUBSECTIONS OF THE CODE ARE LISTED HERE 2 0 F 4 0 A 0 0 2 CO DE SUMMARY FOR CaENERAL REFERENCE, BUT DO NOT RELEASE THE CONTRACTOR FROM Contact: Nathan Byers 3 0 F 40 A 0 0 3 ACCESSIBILITY STANDARDS GENERAL AND COMMON AREAS GQNFQRMINQ TO ALL AF'PLIGAE3LE EUILDINl6p GOD]=5 AND ORpINANG]=5 SESURVEY 16M ELEGTRIGAL J APPLICABLE CODES; 51REft+BYER!5 4 OF 40 SV 1 OF 3 TOPOGRAPHIC & BOUNDARY SURVEY 2p1 5 INTERNATIONAL. BUIJ�RIN6 CODE (IPGj Phone: {2p} �S5-2g66 192Nick6r5on5T,5uite3O0 5 OF 40 SV 2 OF 3 TOPOGRAPHIC &BOUNDARY SURVEY 2015 WASHIN&TON STATE AMENDMENTS TO 136 Email. ryan�giderEyyer9.Gorn F SCattIC,yYa5hingtOn�l$lO�i 6 OF 40 SV 3 OF 3 TOPOGRAPHIC &BOUNDARY SURVEY 2015 Y4ASHIN&TON STATE ENER&Y CODE 2?md LL 2015 INTERNATIONAL FIRE CODE Y417H YNASHIN&TON STATE AMENDMENTS Contact- Ryan Arp CIVIL 2015 INTERNATIONAL MECHANICAL CODE YVITH INASHIN&TON STATE AMENDMENTS 2015 UNIFORM PLUMBING GGDE YN17H AA5HIN67ON STATE AMENDMENTS 7 OF 40 C 0 0 0 COVER SHEET 2014 NATIONAL ELEGTRICAL CODE IGG/ANSI A 1 1'7.1 - 200q AS INCLUDED IN THE 60VERNIN5 JURISDICTION INTERIORS 8 OF 40 C10 0 DEMOLITION & TESC PLAN OBJECT SPACE 9 OF 40 C110 CITY OF RENTON DEMOLITION AND TESC DETAILS T Phone: (206) 8 1 q-5020 Cascade 3445GaliforniaAVE5Y�,5tudio 1 10 OF 40 C111 DEMOLITION DETAIL C) f� { f'� Seattle, WA q& 1 1 b Email: dwlghteob jertandsDace.Gom 11 0 F 40 C 2 0 0 GRADING & DRAINAGE PLAN tF C) PROJECT DIRECTOR'S 12 OF 40 C210 GRADING & DRAINAGE DETAILS Contact: Dwight Doty 13 OF 40 C211 GRADING & DRAINAGE DETAILS 14 OF 40 C212 GRADING &DRAINAGE DETAILS 15 OF 40 C213 CITY OF RENTON GRADING & DRAINAAGE DETAILS Elementary Scm hool OWNER EBUILDINbENVELOPE 16 OF 40 C 2 2 0 SITE SECTIONS CITY OF RENTON. COMMUNITY SERVICES J kS EN&I NE'E 11till 17 OF 40 C 2 3 0 RAMP GRADING DETAILS 105 5 5 6radw All Phone: (425);430-661-1 12721 5OthAYenweNortheaat Phone:(206)'128-2355 18 OF 40 C 2 4 0 DRAINAGE PROFILES Renton, YVA at8051 Email: kbeymerarentonwa.gov and Floor Email: br-armichaela jrsengineering.com 19 OF 40 C 2 5 0 S C -310 STORMTECH CHAMBER PLAN I Email:rwoodrufForentonwa.00Y Seat tie,riq&125 20 OF 40 C251 MC-3500 STORMTECH CHAMBER PLAN t Contact:KeI Deymer 21 OF 40 C 3 0 0 PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN ■ M Contact: Russ mooldruff Contact: Brad Carmichael 22 0 F 40 C 310 PAVING D E T AILS 23 OF 40 C311 CITY OF RENTON PAVING DETAILS 24 OF 40 C312 CITY OF RENTON PAVING DETAILS ARCHITECT 25 OF 40 C 4 0 0 APPROVED SODS CREEK WATER AND SEWER PLAN (FOR REF. ONLY) w-* �! BAYLIS ARCHITECTS, INC. 5U5TAINABILITY 26 OF 40 C410 APPROVED SODS CREEK WATER AND SEWER DETAILS (FOR REF. ONLY) 1050 1 Main Street, Suite 1 10 Phone: (425) 454-4566 F(425)4538OARCH ECOL06Y Fax: -i5 Phone: (20b)560-2904 LANDSCAPE PROJECT SITE Bellevue, WA 98004 1 S08 Bellevue Ave �202 Seattle, wA g5122 Email- narrghloarchecola sorm Contact: Meredith Everist > CD ContaGt:Nancy Henderroon 27 OF 40 L100 SITE PLAN 28 OF 40 L 2 0 0 LANDSCAPE PLAN SS 763rd!31 STRUGTURALEw 29 OF 40 L 2 0 1 LANDSCAPE ROOF PLAN, SCHEDULE & DETAILS GOU6HLINPORTER,RLUNDEEN 30 OF 40 1202 TREE RETENTION PLAN 501 Bar -and Email: nndAVE.Suite qOO Ph (206) 3143-046d 31 OF 40 L 2 0 3 TREE RETENTION WORKSHEET & DETAILS Seattle, YNaShingtona&1O4 Email: benb�cplinc,com 32 OF 40 L 3 0 0 IRRIGATION PLAN 33 OF 40 L 3 0 1 IRRIGATION LEGEND & DETAILS Contact: Ben Barlow 34 OF 40 L 3 0 2 IRRIGATION ROOF PLAN & DETAILS LEGAL DESCRIPTION 35 OF 40 L 3 0 3 RECORD PLANS OF EXISTING IRRIGATION SYSTEM (FOR REF. ONLY) 36 OF 40 1400 LANDSCAPE DETAILS SE 16qo CIVIL EN&INEE It 37 OF 40 L 4 0 1 LANDSCAPE DETAILS E COUEPHLIN PORTER LUNDEEN ,� t 801 Second AVE, Suite q00 Phone:(206) 3143-0460 5 500 FT OF N 530 FT OF YV 540 FT OF NYV 1 /2 OF NYV 1 /4 LE55 ELECTRICAL Seat tIt, Washington q & 104 Email: keithk@cplinc.com CO RID 38 OF 40 E 0 5 0 ELECTRICAL SITE - UTILITY POWER & LIGHTING PLAN Contact: Keith Kruger 39 OF 40 E051 SITE LIGHTING - PHOTOMETRIC CALCULATIONS 40 OF 40 E 0 5 2 SITE LIGHTING SPECIFICATIONS $URVEYOR TERRANE SE I s 10501 Main Street, 5TE 102 Phone: (425)458-4488 11sth Bellevue. WA q e004 Fax: (425) 67 1-01 'r0 Email; theresaasterrane.net Contact: Theresa Auld TRAFFIC ENGINEER _ T-41 1 1R-41TRAN5PORTATION ENCANEER5 NORTH LEST (TENIN) 1001 FPO BOG{ 65254 Phone: (206) 36 1 -1333 x 10 1 ciry OF 5eattIt, l^1A98155 Fax: (206)361-7333 ������ Email: mikereadetenw,com IN COMPLIANCE WITH CITY OF RENTON STANDARDS Contact: Mike Read DEVELOPMENT ENGINEERING DIVISION LANDSCAPE ARCHITECT YKEwI$MANDE51CaN6ROUP,INC SURFACE WATER UTILITY .�•� 232q E MadiSan ST Phone: (206) 322-xxxx Seat tie, YNashingtan q81 1 2 Fax; (xxx)xxx-xxxxAPPROVED jfarah 07/07/2020 Email: Nickewdginc,com Gontact:Nick Hagan 07/08/2020 msippo REGIONAL FIRE AUTHORITY �NTo RILEY GROUfAL -SOILS ENGINEER APPROVED cy o�F 1752.Bothell YNayNE Phone: (425)415-0551 cthomas 07/08/2020 4�FiREpV Bothell, WA 9 501 1 Fax: (425) 415-03 1 1 Email: rwang8priley-group.com SURVEYED: SCALE: DATE: Contact: Ricky Wang SCALE HORIZONTAL- NAD 1983/1991 FAMILY — FIRST 4/24/2020 DESIGNED° CITY OF COMMUNITY _CENTER FlELDBOOK: DRAWN: RENTON CIVIL CONSTRUCTION PERMIT PAGE- ONE INCH — — DRAWING NO: DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. COVER -SHEET A001 NO. REVISION BY DATE AP P R APPROVED: 001 SHEET: 1 OR 40 41ll' 1512(120 4:13:49 PM W T C) O T 14 � �J LU Z LU U EEEEEEEEEEEI Z 0 U z W J LL. ARCHITECTURAL a"rMBOLS ABBREVIATIONS LAND USE INFORMATION BUILDIN& CODE DATA O r DETAIL NUMBER, s And LAT-1 Laminated PARCEL DATA 15C OCCUPANCY CLASSIFICATION - NON SEPARATED MINCED U5E r INFORMATION MOPIFER A$ NFFRFD @ At L.AV Lavatory JURISDICTION: CITY OF RENTON FLAG ORIENTATION AS REOuIREp Centerline LB Pound OCCUPANCY CROUPS: A-3 COMMUNITY 4 EXHIBITION HALLS, DETAIL i 5IM � Property LT Light TAX PARCEL #; 252305-gO34 GYMNASIUMS, LECTURE HALLS O TAG �L' Property LinelPlate LT wr Light r+ieight V�/FLAGS 1G 5 CIVIC, ADMINI57RATION, CLINIC (OUTPATIENT), 5HEEr YiHERE ❑ETAIL OCGUR5 PRE -APB FILE NO: PRE 1 5-000452 LABORATORIES, A.D. Anchor Bolt M Master (a5 in "M Bath) 0 A,BV Above MAX Maximum LAN❑ USE PERMIT NO: LUA 1 of-0002 1 2 TRAINING $ SKILL DEVELOPMENT DETAIL NUMBER LLJ A<Cd Acoustical MECH Mechanical E EDUr.,ATIONAL, RAY CARE INFORMATION MOPIFER A$ NFFRFp ACT Acow5tical Ceiling Tile MEMB Membrane ZONING: R-6 (PROPERTY TYPE C,)DETAIL TAG ADJ Adju5table, Adjust MFR Manufacturer W/CALLOUT 5I DETAIL ARAA LOOP AFF ,above Fini5h Floor MIN Minimum COMP PLAN: RMD (MD) CONSTRUCTION TYPE: V-E, SPRINKLERED LOOP 10 AL Aluminum MIR Krror ALT Alternate MIST MISGella.neOU5 APPROX. Approximate MO Masonry Opening 51TE AREA: 648,1 4 1 5F (1 4•b6 ACRES) - EX1571N6 BUILDING TO BE EQUIPPED THROU&HOUT KITH AN AUTOMATIC SPRINKLER 5HEEr v�HERE RETAIL OCCUR5 ARCH Architect/,Architectural MT Mounted / Mount 128,668 SF (2.96 ACRES) - SHORT PLAT BYSTEM INSTALLED IN ACCORDANCE KTH SECTION g03.3.1,1. MTL Metal BD Board MUL Mulligan O DPRM 5edroorn NON5EPARATED OCGUPANCIE5: BUILDING AREA AND HEIGHT OF THE BUILDING 15 BLDG 5uilang DEVELOPMENT 5TANDARD5 5A5F-P ON THE M05T RE5TRICTIVE AL-LOYiANGE FOR THE OCCUPANCY GROUPS r BILK Block / Blocking N North REOUIRED 5ET5AGK5 UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION. r INFORMATION MODIFIER BLW 36low NF-6 NeGeSsarg DOT eottom NO Number FRONT YARD: 25 FEET BUILDING SIM 51h+i SECTION NUMBER OR I.P. BTW 5etween NOM Nominal REAR YARD: 25 FEET TABLE 504.3 - ALLOMA5LE IBU1LDIN6 -HEIGHT, 5PRINKLERED NT5 Not to 56aie O TAeGrIC�N 1 1 NA Not Applicable 5IDE YARD: 15 FEET OGCUPA►NGY A, 5, E - CONSTRUCTION TYPE V5 - 60 FEET A 1 D 1 P, f D SHEET 1^IHERE SEC,TION OCCURS CAB Cabinet NON -COMB Non-Combu5tible (COMBINED 15 FT YV/ 5 FT MIN ON EITHER SIDE) BUILDING HEIGHT PRCP05ED: 3 1 -3 � SECTION LINE -EITHER CaNTINOUS CIP Gast -in -Place NL Night Light � '' 0 OR DAPPER G.J Control Joint CLC Gelling BUILDING HEIGHT ALLOYNED: 24 FT MAXIMUM .AALL PLATE rr SECTION NUMBER OR I.P. CLR Clearance OA overall 5UII-DIN6 HEIC-7H7 PROF05F-P: 5 1'-3" FT (PER APPROVED VARIANCE) TALE 504.4 - .ALLOYVABLE STORIES ABOVE. GRADE PLANE, SPRINKLERED INFORMATION MODIFIER CMU Concrete Masonry Unit OC On Center V%ALL6o� Column or Overflow Drain OCCUPANCY A-5 - GON5�TRUCTICN TYPE VP - 2 57CRIE5* 5F-r,T 1 AIM �— UP ORSECTION FLAG, - >�IRE R*HTION CAN BE COMP Composition CHG Overhang IMPERVIOUS SURFACE ALLOYVED. 5 5% (LOT AREA+RCYV DEDICATION) X 5 5 °r'o SECTION _ UP OR DCV'tN, LEFT OR RIGHT, A5 p 9 *A-3 OCCUPANCY 15 MOST RESTRICTIVE TAG 101 0GGURaTO5EcTIOMGGNIPITI0N C014C Concrete OPG opening (1 25,668 + 492) X 55%- 7 1,055 5F 5EGTION LINE: - EITHER CON7INOU5 CONI? condition OPP Opposite IMPERVIOUS SURFACE PROPOSED: 55 (MI5 + RC1N DEDICATION) X 5 5 '0 OF, 6AtiPPED cON5r Construction BUILDING 5TORIES PIR0P05E3;): 1 570RY OONr Oontinuou5 (70,598+ 1 55)=70,756 5F SHEET 1�iHERE SEOTION OCCURS COi�TR Contractor OVOverhead 6ON+�P R Corridor O/ older TABLE 506.2 - ALLOMABLE AREA FACTOR, S 1 Sf�RINKLERS SHEET LOCATION OF OTHER VIEI^I CPT carpet MAX BLDG COVERAGE ALLOMED: 40'lo 5 1,664 5F OCCUPANCY A-3 - CON5TRUC7I0N TYPE VB - 2 4,000 5F PER FLOOR MATCH A 1 0 GONDITIO�L GSMT Casement LIME ORIENTATION OF REMA.kNIl�iG VIEW PrLIJC� COVERAI�E PROP05EE_ i 7°�a 22.4q5 SF TAG LOCATION GTR Center,Gaunter, PARF Perforated Pf=RIP Perpendicular BUILDING AREA PROPOSED = 2 1,16457 NOTE: TAG OCCURS TYPICALLY PKT DR Pocket Door W AT EACH END OF MATCH LINE Pryer PLB& Plumbing ! 1 TABLE 601 - FIRE-RE515TANCE RATING REOUIREMEN75 FOR 5UILDIN6 DBL Qouble PLYND Flgwood INPICATF5 CURENT VIZA DIRECTION DEFT Department PINT Paint / Painted ELEMENT5: UNDER TYPE V5 GON5TRUCTION, ALL BUILDING ELEMENTS MA*-( BE Z pH Double Hung P5F Pounds Per Square Foot NONRATED. GRID TAO LETTI=R OR NUMBFR DIA Diameter F51 Pounds Per Inch GRIP LINE W 3 TAG A DIM Dirmen5lan PTD Paper Tower Dispenaear U CRID LINE DISP Diapoeal, Di5pense;r PTR Paper Tower Receptacle + TABLE 602 - FIRE-RESiSTANCr RATING REOUIREMENT5 FOR EXTERIOR VNALL5 PIN Down PT Pressure Treated BASED ON FIRE SEPARATION D15TA.NGE (F5D); ALL EXTERIOR, V� ALLS HAVE A I ELEVATION LEVEL / PLEVA7101�1 HEIGHT NAME PR Door NAME Ds Downspout _ F51? > 1 7'-Q" THEREFORE EXTERIOR 1NALL5 FOR PROPOSED OCGUPAN{CIE5 MAY LEVEL LINE PTL Oetail R Riser / Radius jjFj5E NON -RATED. I TAG ELEVATION SEA F_EVFI-FLFVArraN VALuF VKi Oi5hwasher RD Roof Orain I �— DM6 Drawing RECES Recessed z LEVEL LINE REF Refrigerator �I � TABLE 705.8 - MAX EXTR HALL OPENING5 BASED' ON F5D: F5D 15 > 20'-0" AND POOR POOR NURSER - TYPE OR E East REINF Reinforced / Reinforcement I THE BUILDING I5 SPRINKLERED, THEREFORE THEME 15 NO LIMIT TO THE AREA OF T,4v 1l 1 15TAMGE - SEE DGOR EA Each REo Required / Requirement � �'I'�'�'I � I I I I I 7 OPENIN&S IN THE EXTERIOR WALL_ EJ Expansion faint RO Rough Opening ! C SCHEDULE ELEG >=lectrizal RM Room KNVOYd TYPE IDENTIFIER ELEV Elevation / Elevator RTC, Retaining V%lNnoyI ENCL. Enclosure RUF Rubber O TACT A ENG Engineer RWl_ Rain iNater Leader IEQ FQual PARKING UEQUIP EquipmentMALL, A$5EMBI.-Y TYPE VALUE - 5EE ES Each Side 5 5oU[h ❑ IMPERVIOUS AREA I FLOOR, OR � A55EMBLIE5 SHEET FOR SPECIFIC- E5MT Easement SCHD Schedule TYPICAL PARKING STALL SIZE. ROOF TAG , • CONDITION Em Each Way 50 5oap D15pen5car 5-STANDAtR0 5'-0" (/V) x 20-0" EXIST Existing SECT Section ,FILING TYPE NUM5F-R EXP Expansion 5F 5quare Feet G-GOMPAGT V- 6" (YV) X 1 6'-0Ir " 5 TAILING GL 1 ExPOS Exposure / Expo5ed 55 Safety 6I05 LEIALI�J@ CPT'{ANAL EXT Exterior 5Ga 5lidin poor REFUSE AND REGYGLABLES STANDARDS TAG 1'-�" A.F.F. g EXTR Extruded 5H 5ingle Hung F+EIGHT ABOVE ADJACENT BURFA,CA 5HTG 5heathin !�l 9 6" �0 L 1 3 L �` L I g MINIMUM SIDE: IN OFFICE, EI�UGATIONAL AND INSTITUTI�7NAEL DEVELOPMENTS, A STAIR NUMBER FB Flat Bar, Flush Beam Sim Sheet MINIMUM OF 2 SOFT PER EVERY 1000 SOFT OF BUILDING GROSS FLOOR AREA STAIR FD Floor Drain 51M Similar TAG �TrVd STAIR TYPE FF Finish Floor SND Banitarg Napkin Di5pen5er SHALL BE PROV IP'ED FOR REGYGLABLE5 DEPOSIT .AREAS ,AND A MINIMJM OF 4 O R 1 ' - FFHB Fros-t-Free Nose Bibb 5NR. Sanitary Napkin Receptacle RISER COUNT ANP HFIC�HT FH Fire Hydrant SOF 5offt 5G7FT PER, 1 000 SOFT OF BUILDING GR055 FLOOR AREA SHALL BE Pf�OVIDEE HANDRAIL FILL Finish SPEC, 5peclficati.on / 5pecifi4atian5 FOR REFUSE »EP05IT AREA5. A TOTAL YINIMiUM AREA OF 1 00 5OFT 5HALL BE TACK ;5 FIXT Fixture 5Q square PROVIDED FOR 1�ECYCLlNG REFUSE DEPOSIT AREAS. QHANDRAIL NUMBER FL Floor Line 5.5 5talnle55 5teei i _ FLASH Flashing 5TP Standard i 0 7- 0 KAYNOTE KEYNOTE lD FL.R Floor / Flooring 5TL Steel REFUSE AND RECYCLE AREA PROP05EI7: 2 1,1 1 5/ 1000 X (2+4) = 12 7 ' ui TAG A FLUOR Fluorescent 57OR Storage SOFT FQB Face of Seam 57RUCT Structural FM From 5Y5 5y5tem > OPTIONAL. STALL. INFORMATION FND Foundation SCREENING OF DEPOSIT AREAS: GARBAGE DUMIP5TER, REFUSE COMPACTOR r PARKINSr COMMERCIAL STALL TYPE FOG Face of Concrete AREA5, AND RECYCLING COLLECTION AREA5 MU57 5E FENCED OR 50REENED. A C) 57ALL L FOF Face of Finish TB Tower Bar TAG 5TALL NUMBER rom Face of Ma5anry TEL Tele hone 517 FOOT (6) YiALL OR FENCE SHALL ENGLOSE ANY OUTDOOR REFUSE OR uu `U ry L, VAN 0 QO FOS Face of Stud TG Tempered Glass BLE RECYCLA5 DEPOSIT AREA. 5QX 5Y1�i5QL OPTIONTemperedFQA Face of Aindow THIS Thickness FP Fir€place / Fireproofing THSD Threshold BARRIER - FREE BARRIER - FREE VAN CAs5EAORK, OBJECT NuMBERR OR I_D. FRMCa Framing THRU Through MINIMUM {GATE OPENING AND MINIMUM VERTICAL CLEARANCE: I MIN JR 91 VAN AND 96" A15LA FURNITURE, FT Foot / Feet TOO Top of Curt? ENCL05URE5 FOP, OUTDOOR REFUSE OR RECYCLABLE5 DEP051T a FgUIPMENT Gm � FTCa Footing TOP Top of Pavement AREAS/GOLLEGTION POINTS AND SEPARATE BUlLDINC� USED PRIMARILY TO TAG FX Fixed TOA TOP of mall CURRENTLY THEME 15 NO APPLICABLE LAND UBE IDENTIFIED IN THE RENTON TV Televiaion CONTAIN A REFUSE OR RECYCLABLE5 DEPOSIT AREA/COLLECTION POINT CITY GONE THAT FITS THE INTENDED USES OF THE PROPOSED DEVELOPMENT DR�+AINa SCALE &ALV 6 vanized TYP Typical 5HALL HAVE GATE OPENING AT LEAST 1 2' Y�IiDE FOR.HA{ULERS_ N ADDITION, THE RELATIVE TO THE CITY OF RENTON PARKING REaUIREMENT. TO DETERMINE GB Grab Bar GATE OPENING FOR ANY SEPARATE BUILDING OR OTHER ROOFED STRUCTURE PARKING DEMAND THE INSTITUTE OF TRANSPORTATION EN6INEER5 PARKING GRAPHIC 1 2 4 g 16 Gc General Contractor UNO Unless Noted Otherwise USED (PRIMARILY AS REFUSE OR REGYGLA5LES DEPOSIT AREA/COLLECTION GENERATION, FIFTH EDITION, 201 � V AS USED, BASED UPON f�EGREAT ONAL SCALP 1I8"=1'_ �� 65F Ground POINT SHALL HAVE A VERTICAL CLEARANCE OF AT LEAST 1 1', BUT NO MORE BAR GRP,�}�IG SCALE �,�� G5[= Gross Square Font COMMUNITY CENTER AND CLINIC, DIRECT APPLICATION OF PUBLISHED RATES 0 GWB Gypsum Iriall Board VP vapor Barrier THAN 1 4'. ESTIMATES THE PEAK DEVELOPMENT PARKING DEMAND AT A TOTAL OF 92 GYP Gypsum VTR Vent Through Roof PARf�Ii►1G STALLS. ELEVATION NUMBER AND VERT Vertical ELEVATION VIEW PIRECTION HB Hose Bibb VE5T Vestibule HO�R Headsvr VNL Vinyl EXTERIOR � HDHe d•eVIF Verify in Field THE PROJECT KILL ADD 92 PARKING SPACES, THIS INCLUD.E5 90 STALLS ON ELEVATION 1 1 . HOR Horizontal THE COMMUNITY CENTER. PARCEL PLU5 TVYO 5TALLS THAT YYILL BE ADDED To TAG HR "Our A PORTION OF THE SCHOOL PARKING THAT WILL BE RECONFIGURED VYITH THI5 SHEET Ni�MBER I'VHERA HT Height w nest AORK, THE AREA TO BE RECONFIGURED CURRENTLY HA5 27 EXI5TIN6 ELEVATION 15 LOCATED HVIT Hot k'iatBf rank lN/ Kth ELEVATION NUMBER AND wD wood STALLS. THE RECONFIGURED LOT /VOULD TOTAL 2'q STA+,ILLS, ELEVATION VIEh DIRECTION IN Inch WDW Kiindow ELEVATION TI INFO Information w/ vlithometemeter FOR THE COMMUNITY CENTER lJ5E, A TOTAL OF 1 1 cl 5TALL5 ARE PROP05ED, ELEVATION i � INBUL Insulation /Insulate w/o Vvithout TAG aHAEX NuMg>=R INHERE INT Interior wP n9terproofing q0 ON -SITE PLU5 29 5HPkREE AITH THE 5GHOOL. ELEVATION 15 LOCATED W.R meter Resistant JAN Janitor WT hveight JST Joist COMPACT 57ALL5 ALLO^ED 3 6 57ALL5 (50%) .Joont Joint COMPAGT 57ALL5 PROF05EP 5 2 5TALL5 YD Yard KIT Kitchen BICYCLE PARKING REQUIRED 1� (10% OF REQUIRED PARKING 5PACE5) BICYCLE PARKING PROPOSED � R-411002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSippo 07/08/2020 :(01) SURVEYED: SCALE: DATE: HORIZONTAL- NAD 1983/1991 FAMILY SCALE CITY OF - FIRST 4/24/2020 DESIGNED: COMMUNITY CENTER FlELDBOOK: L--�Rj] RENTON - PAGE: DRAWN: CIVIL CONSTRUCTION PERMIT ONE INCH — — DRAWING N0: DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. CODE -SUMMARY A002 NO. REVISION BY DATE AP P R APPROVED: 002 SHEET: 2 OF: 40 4M621)20 2:22:52 PM MIN ui J M 00 r i r �J M� LM�J L-J C) O C) CID LLI z LLI U z 0 U 0 T T ELECTRIC L 36- MIN. IF NOTE: 12" 36" MIN 1 �2' DRINKING OPERABLE PARTS O DEPTH )24' NOTE-.596 MAX GRO5�.1. 5LOPE LIGHTING, GONTROLS, ELEGTRIGAL SW1 6HIES AND REGEPTAGLE OUTLETS, ENVAoNMENTAL d' MIN MIN &" FOUNTAIN F �-LOCATE SIGNAGE ADJACENT TO SLOPE 2% MAX CONTROLS. ELECTRICAL PANELBOARDS, AND USER CONTROLS FOR SECURITY OR INTERCOM 1 'm X X LATCH SIDE OF DOOR IF POSSIBLE 5YSTEMS SHALL COMPLY kSITH SECTION5 30q.2 AND 301.3 Q 0 0 r -LOCATE 51GNAGE TO RIGHT SIDE OF 7tJ x ❑ DOOR ON DOORS WITH TY40 AGrIVE W i m -1 � ti SIGN LEAVE5 cv m ❑ x -IF NO SPACE ON PREFERRED SIDE. GOVERNING GORES conti LOCATE 51G1N ON NEARE5T ADJACENT WALL TO THAT SIDE. LOCATE 5161450 IGG A 1 1 i.1- 2dn9 T ELECTRIC, DRINKING FOUNTAI x{ ; a' THAT PER50N MAY APPROACH VIIT41N ACCESSISLE ROUTES SLOPE5 FHA SAFE HARBOR FOR 60h4MON USE SBC OR i60 INCLUDING APPENDIX E t- SHAPED TURNING G=. 3"WITHOUT INTERFERENCE FROM NOTE: ITEMS 5HOV`4N ON THESE SHEETS ARE NOT INTENDED TO BE ALL INCLUSIVE. NOTE z 5WaG5UDING OBJECTS OR DOOR ILLU5TRATION5 5HOF4N }+ERE ARE INTENDED ONLY FOR GENERAL A5515TANGE, 5PECIFIC O WHERE ONLY IF FOUNTAIN 15 PROVIDED x 60' MIN s0" MIN. i ITEMS, REQUIREMENTS, 4 GLEARANGE5 MILL A 'HI-LO" MODEL 15 REOUIRED. � �NOTEi AACGE551aL11 DRINKING FOUNTAINS ! WA,TER COOLERS a BOTTOM rGF HIGHEST NEED TO 8E VERIFIED INDIVIDUALLY W/ BOTN GORES. � � IGCA� RISE, SECTION Q5 UIREMENTS PER I 25-1 /2" MAX_ OUTLETS AND 5YVITGHE5 RAISED G+iARAGTERS T 0 TYPE'B" KITCHENS 4 BATH5 BOTTOM OF LOWEST - PROVIDE EDGE PROTECTION SUCH THAT AA 4" SPHERE CAN MOT PASS THROUGH GENERAL 1REC�UIREMENTS SHEET RAI5ED CHARACTERS - CONTINUOUS MAX. RISE TO NOT EXCEED 5 V W T T 24" MAX 3G" �O'- 25' -EXTERIOR ROUTES OF TRAVEL TO @E 44' MIN YVI]DTH. CLEAR FLOOR SPACE A0109 z a-F REAG#RANGES A01 Oa D ❑ 12' MIN MANEUVERIN& CLEARANG55 AAO 10a O 3 -0" CLR 51TE d BUILDING ELEMENTS AO 10a d- 516NA6E MOUNTIN& LOCATION t HEICHT 12"MIN Br UCUV R6 COMMON USE IFLUd BIM& I E FACILITIES ND 0 0a 511E _ t _ I I COMMON USE KITCHENS NtOT SHaYvN O FOR UNflERGOUNTER X f �[ CLEARANCES x 5� t0 M � d M L rr W RADIU5 `4 d iu i d i° ~ � � �Vm � `4 ~L L CURB 7URNIN(5 5PACE CLEARANCE5 m d ry MAXIMUM SIDE REACH MAXIMUM FRONT REACH 12" MIN OVER AN OBSTRUCTION OVER AN OBSTRUCTION— 12"MIN 2 - 1 1 1 2"i J 1 28 1 D' MAX 30' m a MIN MIN x f m � ^' 36' MIN � � � K I- � T T i x m VERTICAL GUARPR41L rr CONTINUOUS 4 N LLJ 92' ELEVATION OF CENTER F+ANDRAIL EXTEN51ON AT TOP OF RUN 12"MIN 12" Mlhl 2 - 1 1 12'i/12$" 2 ¢" a 12 1 tr i 0 POINT MAX MIN r O Z 0 0 i r ANY r3/4" MAX. EXTERIOR LLI ;� HIGH AND LOW SIDE MOUNTING H1GHr5 FOR NOTE: 5LIOING DOORS 0 T U do YVIQTH REACH LIMITS SWITGHEtS d OUTLET m TDP OF HANDRAIL r SECONDARY ENTRIES IN A \ ti MUST BE STAIR 3S" m GHANdES IN LEiIEL TYPE"A" t "B" UNITS) • W NOTE: m N051 GSTAIR LANnlN6 WALL RAMP tu 4 9 -ACCESSIBLE SWITCHES LANDI1�lG _�' w AND OUTLETS IN UNITS F n m MUST PROVIDE CLEAR 13"MIN 1.2 x Z FLooR SPACE FOR 1 TREAD MI 1 TREAD 1 TREAD — i 2' MIN MIN - 1 1 255/25b" N x FORMARD APPROACH PROTRUDINU OBJECTS PROTRUDING OBJECTS (SIDE APPROACH MIN CLEAR PA55AGE YVIDTH HIGHER THAN 21' LOWER THAN 21" PERMITTED ONLf AT ELEVATION AT BOTTOM OF RUN. r;LIEVATION RETAIL FOR HANPRAIL EXTENSION iv 055TRUC TIQN5 ) - MOUNTING HEIGHT FOR 30 30" QUTLET515 15" MIN TO NOTE; THE CENTERLINE THE HANDRAILS MUST BE CONTINUOUS ON BOTH SIDES O CLEAR FLOOR SPACE CLEAR FLOOR SPACE OF A STAIR. HANDRAILS MUST EXTENT] BEYOND END RAILING WITH EXTENDED PLATFORM CARPET PILE THIGKNF-55 POOR THRE5HQLD DETAIL V4/ 1:2 BEVEL LOriE5T TO 45" MAX. TD U PARALLEL APPROACH FORNARn APPROACH THE CENTERLINE OF THE OF STAIRS AS SHOYVN AND RETURN TO YVALL. I ACCESSIBLE ROUTES PROTRUPIN6 OBJECTS ACCE55161LIT"' HEI(5HT5 HIGHEST OUTLET HANDRAIL FOR STAIRS HANDRAIL FOR RAMP5 FLOORING I— C� 1/2' EXFAN51ON MM JOINT YY/ CEDAR AD_ � AGCESSIgLJ=ROUTE O - - PARKING 516NAGE'~�' 32" CLR 4 MIN PER 20 1 A01 Oa C) AND MARKING PER ' T� �H TY10 MIN � J 16 i AO 1 Oa I uy "� 5 �� MM w a u3 1 /2" �cj� - FRONT APPROACH POCKET OR STOP OR LATG+H W LOCATE ACCESS 0 0 � •:::: MAATCH FINISH HINGE APPROACH APPRQ,AC H T C A15LE 5TRIPIN6 EXPANSION c (- .,;: :-. ;:;e;; is FLARE ED&E TO in o 'n JOINT W/;; :; ;••:•:•,,.. ON VAN _ ¢ _ ADJACENT CURB MANEUVERING CLEARANCE5 AT POOR5 - 5LIDING AANP FOLDING POOR5 PASSENGER SIDE i r at CEDAR V40. 1: 1a MAX. 51p1= a: Ir Q y ,F• ErxTENP POMER SURFACE IN ANGLEID � `� 5LOFE TYR �yFULL vuIDTH OF RAMP 1 2" rd1N 12" MIN LL PARICIN6 � {�-$" � MAX. IF BOTH LATCH 4 24" 24" SLOPE TRUNCATED DOMES PERIF BOTH LATCH 8 5PA DOMES LOSER k MIN CLOSER PROVIDDEp IG4/A►N5I A 1 1 T.1-200ci, PROVIDED A 1 1 7-1-woo sr-GTioN -1o5 7-1 -7 _ w +� z u� O S -0" MIN 6-0" MIN 8'-[?"MIN S'-0 MIN $'-0"MIN n u I I y�,� O 'z q m O 22" 4 O p q CURB RA O FOR VANS � VAN ACCE5515LE 5FACE 21'-0' MIN "' MIH ❑ AT END ROVv T EXTEND OOMF-D 5URFACE CONGREETE 5113EAAJ_K FULL YVIIOTH OF RAMP 1 /2" EXPANSION JOINT W/ TRUNCATED DOME5 PER PROVIDE ,iS" GARAGE HEIGHT FOR VAN FARKINS CEDAR YVP. IGG/AM51 A 1 1-1.1-2OOa,2DC3 PU5H SIDE PUSH SIDE PUSH SIDE 5E6TION'705 NOTE, FRONT APPROACH HIhIGT= RPPR4AGH LATCH ;a4PPROAGH FOR THE REOUIRED STALL LENGTHS 4&N PLANTIMS OR OTHER NON - VERIFY WITH CODE IN GOVERNANCE At WALKING 5URPAGE MANEUVERING CLEARANCES AT DOORS - INSWINGING DOORS PIMEN51ON5 FOR FARKINC 5PACE5 , SIPENAL[ BACK OF CURB A•- �FACE OF CURB NOTE: .•:ti-' •-•'`'-' TTER 12" 5YMBOL SHALL BE PAINTED WHITE ON BLUE BACKGROUND YV/WHITE [k � � � � � ut BORDER PER SECTION 02163 IN ALL HANDICAPPED 5PAACE5. 6" RADIUS 36" MIN ;� � ua ❑ � U'-6-MIN .�2' MIN 24" FROVIpE REQUIRED 5RAPHIC5 5PACING AND PIMEN51ON5 '� PLANTING OR 2.'Q. ARTE S' TMBOL ON � 1 0 Q� MIN BLUE SK6ND. 5-a" OTHER NON-YIALKINC,r PREFERRED !L COLON BLUE SURFACE 1 : 45 MAY, SLOPE d ALONG ACCESSIBLE ROUTE - TYR TM PULL SIDE PULL SIDE PULL SIDE PULL 51DE FRONT APPROACH HINGE APPROACH A HINGE APPROACH B LATCH APPROACH r BLUE TEXT <6 W13" IS U IRE3 RAM � H@KGITE ND. D. COLOR MANEUVERING CLEARANCES A7 DOORS - OUiSYV.INGING DG+DRS Gl_EAR INHITE OPENING STATE DI ABLEr1D PARKING PERMIT ONLY 0 STALL(S) CLEAR YVIDTH OF PLANTING REQUIRED DESIGNATED PER LANDIN6 Aga AIDE A5 OR OTHER RAMP VYIPTH. MIN. NON- WALKING SITE PLAN, SURFACE 32" MIN VAN ACCESSaL 38" MIN. �cy' 50,E 3341 1►41N.51NGLE LEAP DOUBLE DOORS FLARED STEEL PIPE 7- u SIDE f •4W MIN 6a" MIN NOTE: D 0Ay. 1. FOR DOORS IN ALCOVES 511E IGG A 1 1 1.1-200 q STEEL PIPE � � 1 10 � 2. ALL DOOR LANDINGS: 2% MAX SLOPE ON ALL DIRECTIONS LV EM6EDTDED 50" "A" ACCE551BILITY 5YM60L INCLUDIN6 CRO55 SLOPE INTO GONG. 12" NOTE: 3.51NGLE LEAF MUST PROVIDE 32 CLEAR OPENING IN PIA. LOCATE AT EACH BARRIER -FREE PARKING KETURNED CUR® FLARED 510ES CLEARANCES FOR SAIN6 DOORS IN SERIES Z 5TALL PER 51TEr PLAIN AND/OR AAL. MOUNTEP PER FLOOR PLAN IN 57RUC-TURED PARKIN6. SYMBOL OF AGOE551BILITY Lu BARRIER -FREE PARKING 516NAOE FARKINO 5FACE MARKING CURB RAMP5 MANEUVERING CLEARANCE5 - COMMON AREA5 U I $' MIN. R-411003 >_ „ PROVIDE BACKING d 54MIN GRAB BARS PER CODE 39" - 4 i" IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z � 4 42' MIN 12" MAX � NOTE H.C. 12' MIN 24' MIN FLUSH CONTROLS DEVELOPMENT ENGINEERING 54ALL ALYVAY5 BE 4 42" OPP051TE TO x 24" DI5PEN5ER 30'OLR MIN NEARESTY4ALL LOCATION MSippo 07/08/2020 IF SEAT O RQTEGTOR A T D15PEN5ER U PROVIDED Z z -r'- q' m 1 9" MAX. 0 d z a TO TOP m a► IL sA1 m F SEAT R Q u in ❑ 30" GLR MIN 5$" MIN SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: FAMILY _FI FIRST 4/24/2020 GLR OPTIONAL SEAT IF SEAT 59 MIN. IN TOILET DESIGNED: SCALE HORIZONTAL. MAD 1983/1991 CITY OF PROTECTOR PROTECTOR COMPARTMENTS WITH COMMUNITY CENTER FIELDBOOK: D15PE^N5E^R D15PEN5ER FLOOR MOUNTED Y'LGPAGE. DRAWNFROVIPEP: PRI RENTON C I V I L_CO N ST R U CT I O N_P E R M IT DRAWING NO: � ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public works Dept. ACCESSIBILITY —STANDARDS A003 � &RA5 BAR5 4 CLEARANCE5 0 COMMON AREA Y4ATER CL05ET5 Q N0. REVISION BY DATE APPR APPROVED: A003 SHEET° 3 OR 40 o, LO 0 co C) L r) 1-1 LO 0 co N Lil Q z L LJ _J LL- T U H LEGEND O T T I 0 1 0 W I- rr Lu z W U z Z) G 45 0 U cn LL_ J 75 H o, I 0 00 0 un r� 0 00 0 N N LLi z Li.l _J LL— I I ASPHALT SURFACE BOL O BOLLARD �x55b�5bbb�S BUILDING CENTERLINE ROW CO CLEANOUT CULVERT PIPE 77 CONCRETE SURFACE DITCH (FLOWLINE) --X X FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) FIRE HYDRANT >- GUY ANCHOR CATCH BASIN (TYPE 1) LUM LUMINAIRE MAILBOX (RESIDENTIAL) ►�� MONUMENT IN CASE (FOUND) PST ❑ POST PH ❑ POWER HAND HOLE P ❑ POWER METER P POWER (OVERHEAD) PP O POWER POLE 0----0 POWER POLE W/ LIGHT O REBAR AS NOTED (FOUND) REBAR & CAP (SET) ROCKERY SS ^� SEWER LINE SEWER MANHOLE 4 j SIGN (AS NOTED) STORM MANHOLE SD STORM DRAIN LINE TS HHE:J TRAFFIC SIGNAL HAND HOLE SIZE TYPE(D TREE (AS NOTED) WM ❑ WATER METER WV m WATER VALVE W WATER LINE G GAS LINE PP #3169663 ONpuses T 535 81. P P IP Ce7 UUUtsLL SUL 170.42' CALC'D � (170.4. 170.4W SSy� SSMH 3FW SO� ( MRI=468.42' UNABLE TO OPE- STRUCTURE FOUND REBAR/CAP LS #10356 0.06'W OF PROP COR 'R1 S9 =RS, cP NOTE: CONTOURS SOUTH OF PROPERTY LINE ARE APPROXIMATE BASED ON LIMITED DATA AND DO NOT REFLECT STRUCTURES OR OTHER FEATURES SOUTH OF LINE. 8" CP IE=465.75 12" CMP IE=464.95'�? Xx6 \ N0. 1 FIELD CHECKS N0. 2 TITLE REPORT N0. 3 ADD GAS LINE N0. 4 ADD TOPO ENTRANCE N0. 5 TITLE BLOCK UPDATE NO. I REVISION TGC 05/14/18 TGC 06/08/ 18 TGC 02/05/20 J P H 03/20/20 J P H 04/20/20 !Bkvm��� SURVEYED: DESIGNED: DRAWN: CHECKED: AP P R I APPROVED: SSP✓ RIM=465.80' CENTER OF 8" CONC CHANNEL(N,S&W)=458.18' 12" CPP IE=464.57--, TGC EJG/JGM SCALE: 1 " 20' ONE INCH AT FULL SCALE U I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 SDMH RIM=465.53' IE(N) 12"CONC=462.73' IE(E) 12"CONC=462.43' IE(W) 12"CONC=463.23' IE(S) 12"CONC=463.13' CB (TYPE 1) RIM=457.57' IE(N) 4"PVC=454.52' IE(NE) 4"PVC=454.57' IE(W'LY) 8"CPEP=454.32 EL=459.7' ROOF EL=482.1'* -41zoi2e�l • 0TY OF *AR vftli7 RENTON Planning/Building/Public Works Dept. ITEM NO. 7 — ELECTRIC TRANSMISSION LINES EASEMENT, REC. NO. 9406092430 Z�'7M ITEM NO. 9 — WATER EASEMENT AGREEMENT REC. NO. 9508031611 l.6 � I Tr-L I f RIM=464.88' IE(E) 12"CPEP=456.58' P P F G G *46'57" F" 7aa Or,' CB (TYPE CB (TYPE 1) RIM= 01' RIM=457.59' I 12"CPEP=454.06' IE(N) 12"CPEP=454.44' IE(SE) 12"CPEP=453.91' IE(S) 12"CPEP=454.39' IE(W) 12"CPEP=454.16' IE(NW) 12"CPEP=454.84' dSD = 's s SID SID SID SD 10 ROOF EL=482.1'* CB (TYPE 1) _RIM=458.97' IE(N) 12"CONC=453.87 IE(S) 12"CONC=454.27' SD CB (TYPE 1) RIM=458.36' IE(E) 8"CPEP=455.26' IE(W) 8"CPEP=455.46' GG G C \I W W —— W — SSMH RIM-466.66' CENTER OF 8" CONC CH AN N EL(S&N W)= 459.76 T n rr W 9 SID z W U I R-411005 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z LIVI EVELOPMENT ENGINEERING Sippo 07/08/2020 O U I F— C� DATE: FAMILY —FIRST —COMMUNITY —CENTER 4/22/2020 CIVIL_ CONSTRUCTION —PERMIT FIELDBOOK: I PAGE: NW 1 /4 OF NW 1 /4 SEC 28, TWP. 23N., RGE 05E., W.M. DRAWING NO: 16022116TH AVE SE, RENTON, WA 98058 180345 PARCEL NO.2823059034 SHEET: 5 OF: 40 H L.L. o, LO 0 co C) L r) 1-1 LO 0 co N Lv Q z LLJ J LL- T U N T N O O O T J rr W Z W U U) Ir H T1 11 11 Construction Sequence: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.0 PLAN, SHEET C100. 6. CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION. 7. BACKFILL ROAD GRADE AND SURROUNDING AREAS. CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS AND ASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION. 8. INSTALL UTILITIES AND ALL SURFACE IMPROVEMENTS. 9. VEGETATE AND STABILIZE SITE. 10. CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS. 11. REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER. 12. CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON CONSTRUCTION OF NORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETED DURING SUMMER AND FINISHED BY BEGINNING OF SCHOOL SESSION. Family First Community Center 16022 116th Avenue SE Renton, Wa 98058 Project Notes 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 2. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 3. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT AS WELL AS SPECIFICATION DIVISION 31 AND THE PROJECT PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. 5. CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACT MEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS -BUILT DRAWINGS. 6. SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN. 7. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. Surface Water Notes (City of Renton Standard Plans 267.00 and 267.10) CONSTRUCTION RECORD DRAWING Vicinity Map NTS -.J/ 00/ THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR SHOWN. EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. CONSTRUCTION. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE THE CITY. SYSTEM PER THE CITY STANDARD PLAN 227.00. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3 1 OF THE 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF TRENCH RESTORATION STANDARDS. THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED ADJUSTED TO THE GRADE AS STAKED. WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 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 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. 220.00, 220.10, AND 220.20. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING USING ASTM C1781. RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. Horizontal Datum NAD 83/91 Vertical Datum NAVD 88 Basis of Bearings A BEARING OF N 01°46'57" E PER R1 Benchmark CITY OF RENTON BENCHMARK NO. 1640 (LOCATION) ELEV ON DISC= 466.085' Site Information SITE INFORMATION TOTAL SITE AREA: 109,336 SF (2.51 AC) EXISTING CONDITIONS IMPERVIOUS AREA 22,651 SF (0.52 AC) PERVIOUS AREA (LANDSCAPE) 89,298 SF (2.05 AC) TOTAL 111,949 SF (2.57 AC) DEVELOPED CONDITIONS IMPERVIOUS AREA 90,605 SF (2.08 AC) PERVIOUS AREA (LANDSCAPE) 21,344 SF (0.49 AC) TOTAL 111,949 SF (2.57 AC) Legal Description (LEGAL DESCRIPTION PER R1) THE SOUTH 800 FEET OF THE NORTH 830 FEET OF THE WEST 816.75 FEET OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 116TH AVE SE BY DEED RECORDED UNDER RECORDING NO.5091695; TOGETHER WITH THAT PORTION OF THE SOUTH 800 FEET OF THE NORTH 830 FEET OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE PLAT OF CASCADE HILLS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 61 OF PLATS, PAGES 13 AND 14, IN KING COUNTY WASHINGTON; EXCEPT THE WEST 816.75 FEET THEREOF. Erosion And Sediment Control (ESC) Notes (City of Renton Standard Plan 268.00) Civil Engineer COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: AARON FJELSTAD, PE Surveyor TERRANE SURVEYING 10801 MAIN STREET, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONTACT: EDWIN GREEN JR, PS Civil Abreviations CB CATCH BASIN CONIC CONCRETE COR CITY OF RENTON DEMO DEMOLITION ELEC'L ELECTRICAL EVA EMERGENCY VEHICLE ACCESS EX EXISTING H HORIZAONTAL IE INVERT ELEVATION L LENGTH MAX MAXIMUM MID MIDPOINT MIN MINIMUM NTS NOT TO SCALE PC POINT OF CURVE PI POINT OF INTERSECTION PSE PUGET SOUND ENERGY PT POINT OF TRANSITION R RADIUS SCWSD SOOS CREEK WATER AND SEWER DISTRICT STA STATION STD STANDARD TYP TYPICAL V VERTICAL VC VERTICAL CURVE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Sheet Index C000 COVER SHEET C100 DEMOLITION & TESC PLAN C110 CITY OF RENTON DEMOLITION AND TESC DETAILS C111 DEMOLITION & TESC DETAIL C200 GRADING & DRAINAGE PLAN C210 GRADING & DRAINAGE DETAILS C211 180HD PLAN AND DETAILS C212 902HD PLAN AND DETAILS C213 CITY OF RENTON GRADING & DRAINAGE DETAILS C220 SITE SECTIONS C230 RAMP GRADING DETAILS C240 DRAINAGE PROFILES C250 180HD SPECS AND DETAILS C251 902HD SPECS AND DETAILS C300 PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN C310 PAVING DETAILS C311 CITY OF RENTON PAVING DETAILS C312 CITY OF RENTON PAVING DETAILS THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY CITY FOR REVIEW AND APPROVAL. REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) OTHERWISE APPROVED BY THE CITY. CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN GENERAL PERMIT. (7) DAYS. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE REQUIREMENTS. CITY. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN RENTON SWDM PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR WATER INTO THE DOWNSTREAM SYSTEM. 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 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO SEDIMENT FROM ENTERING WATERS OF THE STATE. THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER OF THE APPLICANT. FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED PROPERLY. OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O M ~ 0 (D N U Z o 0 �: N �w� z�C) o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ,'. -AV� �>r W a si o �t I 39871 rS GiSTEgg �yti ID REVISIONS: NO. I DESCRIPTION I DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boyl i or% 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.conn (425) 454 0566 COVER SHEET J -1I Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411007 C000 li WE T1 7 iI I 0 0 I�r I I II II I I o m — I I II II zl I Z Z Z Z hOU OU � OU �BRW&EftNG SPQM LI TO DE (NOT HOWN IN R TI N jS APPROXIMATE) CQN TOR TQ� FIELD VERIFY LO I N SD — SAWCUT TYP) NOTES: 1. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING PAVEMENT FOR SCHOOL FUNCTION DURING THE SCHOOL YEAR. NO WORK, STAGING OR LAYDOWN TO OCCUR NORTH OR WEST OF PHASING LINE UNTIL SCHOOL IS OUT REFER TO PROJECT MANUAL FOR SCHOOL CALANDAR. 2. CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON DEMOLITION OF NORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETED DURING SUMMER AND FINISHED BY SCHOOL SESSION. 3. THE DEVELOPER/CONTRACTOR SHALL CONTACT THE OWNER OF THE HIGH PRESSURE NATURE GAS TRANSMISSION PIPELINES NATURAL GAS TRANSMISSION PIPELINES OPERATED BY WILLIAMS-NORTHWEST PIPELINE BEFORE ANY GROUND DISTURBANCE WITHIN 500 FEET OF PIPELINE LOCATED AT PROPERTY LINE TO THE NORTH OF THE CASCADE ELEMENTARY SCHOOL. - IliSD zi ' L it L 1 7411 F.A li... 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I.♦��y♦y♦y♦y♦y♦y�y♦i♦y�j►�y♦y♦y♦y♦y♦y♦y♦y♦♦�♦•mow . . V ♦♦ �♦ ♦♦♦♦♦♦.i •' . ; ... . -. �y�y�y�♦�y�yyyy���♦y♦� I I J o^ I v o PROTECT EEC WATER N \METERVAULT m I c=,_� ;. o m W W I \ TREE PROTECI�ON �" \ II FENCING SEE 4TAIL 10 I I I ( \ Cill \ POTECT EX VERB CURB ' \ PROTECT EX PARKINQ LOTH RING MO I I CONST\RUCTION CONTRACTOR MAY II I — 00 J UTILIZE FOR STAGING/LAYDOWN I I �O I DURING SUMMER BREAK. REFER TO I I \ I PROJECT MANUAL FOR SCHOOL I I I CAL ENDAR.ANY DAMAGE TO CONSTRUCTION <> M FENCING I \ CONTRACTOR'S RAC ORS USE SHALL BE SEE DETAIL �I / I =_ '° REPAIRED BY THL CONTRACTOR \ :4 DEMO EX "SCHOOL I 0 SAWCUT \ _ \ (TYP) i SAWCUTCONTRACTOR �� _��♦�♦♦♦�r CONSTRUCTION EXIT — TO ONLY USE THIS CONSTRUCTION�� . ♦w ♦� ��y♦��y♦y� ��►♦y♦y♦y�q��;�►. ACCESS AFTER SCHOOL IS OUT FOR SUMMER BRE�K. REFER TO PROJECT MANUAL FOR SCHOOL CALENDAR p ��-�y♦��y♦y�0i►iy♦AOVAMA ��♦y�� \I REMOVE CURB AND III i a a GUTTER AND INSTALL I I I m c WHEEL WASH TEMPORARY ASPHALT SEE DETAI WEDGE CURB REMOVE III I I I C`o / PRIOR TO INSTALLING III I I FINAL IMPROVEMTS I I I DEMO EX "ENTER -' z ONLY" SIGN / I IcD I I I J I PROTE T EX I "SCHOOL I X-ING" SIGN n \ 3 00 Ly N-- \ cn U \ 3: I \ I \ J J STABILIZED CONSTRUi Li LL >_ z I I \ ENTRANCE/EXIT z \' I 0 I I I \ CONTRACTOR TO UTILIZE PRIOR TO J co I I \� SUMMER BREAK. REFER TO THE o w\ I I I PROJECT MAN4,L FOR SCHOOL ` m \ v, I Q IQ of CALENDAR 5 o \ I of \ SEE DETAIL C 1:121- m I I I,�♦�♦♦♦�♦♦'I,j �1 .♦��♦♦���������♦►♦♦y♦y�y�y�y�y�y♦yy�y.�w���_----!'♦�♦���♦��i���♦♦����� • • , .. 0 10 20 40 SCALE 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE LIMIT — LIMITS OF CONSTRUCTION TEMPORARY CONSTRUCTION FENCING(�j:)l 6 C� Cill FILTER FABRIC FENCING IS Cho INTERCEPTOR SWALE( Clio TREE PROTECTION FENCE 10 Cill REMOVE ASPHALT PAVEMENT EVA PAVEMENT REMOVE CONCRETE PAVEMENT INLET PROTECTIONI I C111 �� CHECK DAMS l ' "� SI Clio ?� Demo REMOVE TREE -ting� REMOVE CURBING LSD— �SDI PIPE REMOVAL/DEMOLITION — — SAWCUT LINE PHASE PHASED LIMITS OF WORK. WORK SHALL ONLY OCCUR NORTH AND WEST OF THIS LINE DURING THE SUMMER BREAK. SCHOOL DISTRICT SHALL OCCUPY THE AREA NORTH AND WEST OF THIS LINE DURING THE SCHOOL YEAR. REFER TO THE PROJECT MANUAL FOR THE SCHOOL CALENDAR. T � l\ 1\ \ \1 I\ I \ I I i I I I I I / SCHOOL CXLENDAR. I I REMOVE AS PART OF YEMOLITION I OPERATIONS Di THE SUMM�R \ BREAK. REFER TO THE FIR JE / I � — — \ I MANUAL FOR SCHOOL CALF AR L - -� � z� — — — — _WORK NORTH OF THIS LINSHA� o DEMO EX "LOADING-' — — ONCY�CCUR DURING SUMMER DEMO PORTION OF EXISTING E FIREL N' ZONE" SIGN / I I BREAK. SCHOOLDISTRICT SHALL TO ALLOW SPACE FOR CONTRACTOR / / I \ \ \ \ a2 / OCCUPY THIS AREA DURING THE TO INSTALL BUILDING FOOTINGS I I I I I PARCEL \ \ I SCHOOL YEAR. REFER TO TREE %2823059034 o PROJE&MANUAL FOR THE I / I I o 648,141 SO FT \ I I ---SCHOOL CALENDARS \ \ I I I I 14.88 ACRES \ I I I ( \ 459.00 SEEDETAIL 3 C SUB -GRADE ELE4= SUB -GRADE ELEV=460.t`i 00J L I \ SEE DETAILS I \ SUB GRADE ELEV=459.88 J 1 I `jam I I I \ Iy) I I C111 \� SEE DETAIL c�1 I \ \ I =�� PROPOSED I I DEMO EX "NO `\ WORK WEST OF THIS LINE SHALL I _ _rO BUILDING -- I I 1 I I PARKING" SIGN . \ \ — — — ONLY -OCCUR -DURING SUMMER / / I I . SCHOOL DISTRICT SHALL OUTLINE o BREAK II II \1 w DEMO EX "LOADING \ \ \ —4 — z ZONE" SIGN — — —OCCUPY THIS AREA DURNG�I#E \ \ SCHOOL YEAR. REFER TO THE — — -- /— I N I PROTECT EX r SEWER MAIN PROJECT- J I I I — SCHOOL CALENDAR. /------- — 0X / / I I Uj STORM DRAINAGE PIPE TO / REMAIN IN PLACE UNTIL SCHOOL / / I I \ I I U) I I IS OUT FOR SUMMER BREAK. / — — — — -I - — I/ / I I \ I I I / REFER TO THE PROJECT / �tll ANUAL FOR SCHOOL / — — — — — — — 4-5� — — — — — J / I INSTALL NEW STORM PIPE I INSTALL SEDIMENT STORAGE TANKS. s� / o CALENDAR / o PRIOR TO DEIII)I,OLISHING I ONCE EXISTING SWALE CAN NO LONGER _ _ _ EXISTING STORM PIPE. SEE I BE USED AS A SEDIMENT TRAP. ROUTE 4�g--------------------- ------------- / SHEETC200 CONSTRUCTION STORMWATERRUNO ---— — — —_ — — 45�------- —4-56--------__ — — — —--— 4-56— — — — — — ------------ I TO TANK(S) PRIOR TO DISCHARGE TO E� I \ 455—�_ J----------45----_ — I STORM SYSTEM I I — — — — — — ----- +54 I_---4�---__ �\ \ I SEE DETAIL 15 IT \ /�/ / —/-----------42-- —USE EXSWALEASSEDIMENTT_RAPFOR__— - — — - SEDIMENT TRAP WITH — \ II II I r \ 0 0 CONSTRUCTION RUNOFF DURING �� \ \ \ \\ � � � / I SEDIMENT TRAP WITH CONSTRUCTION AS LONG AS FEASIBLE. MOVABLE 55 GALLON \ \ \ o o I I a INSTALL TEMPORARY SEDIMENT MOVABLE 55 GALLON \ DRUM AND SUMP PUMP ^� I CONTROL TANKS AS REQUIRED ONC E I g DRUM AND SUMP PUMP 1T I aSEE DETAIL 1l I SEE DETAIL EXISTING SWALE IS REMOVED / ❑ ❑ I \ JmQ Cill ---------------1r3 -- — �-45-- _ ---4§4 _ 53 — I \------------------ -5� - - \ SD -—`SDI— PUMP CLEAN STORMW TER j Is�i I i----------��--- _���_ ---\ \ SD-j SD��SD I FROM SEDIMENT TANK TO EX REMOVE EX SDMH — INTERCEPTOR SWALE WITH SD "� SD r STORM MAIN �OE��CHECK S D4MSAND� �`— � — — _, � � �s O / I REMOVE EX TREES (TYP) �S /S C� — — — EX AND CAP — _ S _ ` � EX STORM MAINLd I— — IS ILI L LIS IS — co imi — — SD I II O II \ o 0 o \\ 1 WORK NORT OF THIS LINE SHALL \ N I o N I \ 00 ONLY OCCUR DURING SUMMER I\ I \ N I N N I \ 1 BREAK. SCH OL DISTRICT SHALL I it oO OCCUPY THIt AREA DURING THE III I SCHOOL YEAR. REFER TO THE I 1 /Ld PROJECT MANUAL FOR THE � 1 I � � / � O I 1 SCHOOL CALENDAR. // / N Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. } z Z) O� � w Z � Z 0 � W Ljj w Ury } J Q LL Z 0 0 C') U Z O �0 N Q� LU 0 � Z O 0 U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ,•. -AV OF WA SDI e, • - z 39871 s'JIONAL REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com I (425) 454 0566 DEMOLITION & TESC PLAN R-411008 C100 C V- C 1 DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436•A317AA638878 NEYONIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES EMERGENCY GVERFLIM SPILLWAY POND LENGTH (3 TO 6TIMES THE MAX POND WIDTH} INFLOW SILT FENCE OR RISEN NSCHARGE TC STABILIZED EQLVALENT DIVIDER PIPE CONVEYANCE, OUTLET, OR Lk EL SPREADER CREST OF R155RPIPE (PRINCIPAL SPILLWAY). EMERGENCY OPEN AT TOP WrTH TRASH RACK SPILLWAY �� S'MIN. 12'I+11N OFWA7EREN(i DEVICE r� ti (SEE RISEROETAIL, 5 STD. PLAN 21!5,Sp) L EMBANKMENT COMPACTED 96%. PERVIOUS MATERIALS SUCH AS GRAVEL 1 OR CLEAN SAND SHALL NOT BE USEC WIRE-BdClCFD SILT FENCE, �TAKF-D MIN HAY BALES WRAPPED WITH FILTER � FABRIC, OR EQUIVALENT DIVIDER •- J - _ � tom!\`ri,��`:(_ri. . DEWATERING ORIFICE DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET, OR LEVEL SPREADER NOTES: 1. CONDITION OF USE 11. A .iLDIMENT POND SHALL BE USED WHERE THE CONTR15UTiNG DRAINAGE AREA IS 3 ACRES OR MORE. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1 THE POND SHALL BE DIVLDED INTO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT o� WATER �i1T`NnN C!`LLS- SHE DEVI�EF2 $HALL MAT LEA$t ONNALF T3i� H IL'iHT OF fHURk$J={i. WI�2c= - 6ACKE 2-TO 3 FAT HJtiH E%T3 14 STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4X4" s MAY BE USED AS A DIVIDER ALTEIiNATNELY. $TAILED STRAW BALESWRAPPED WITH FILTER FABRIC MAY BE USED 2.2 IF THE POND 15 MORE THAN 6 FEET DEEP, A VJFFERE IT MECHANESM MUST BE PROPQSEO 2.3. TO AID IN DETERMINING SEDIMENT DEPTH. ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER. 3, MAINTENANCE STANDARDS $.1 SFPIMENT SHALL BE REMOVED FRQM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2 ANY DAMRGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. UNLESS OTHERWKE NOTED. ORA WING 15 idat TO 5CAL1; (NT51 STD. PLAN - 216.00 PUBLIC WORKS SEDIMENT POND PLAN VIEW AND k DEPARTMENT CROSS SECTIONS GAZ 9/28/2018 j nelc w+ms;l�m.evaw DATE 45 AN City of Renton Standard Plan 216.00 I Sediment Pond Plan View and Cross Sections DocuSign Envelope 1D: 6EECFSB6-602A-4E4A-B436•A317AA638878 CONSTRUCTION ENTRANCE NOTES: ALL I�E PAVED TO ��c�i1 r- 1 ❑HE EDGE OFHTHE R GHT-OF--WAV PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO R = 25' MIN. AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD Yam_ Y ti Ipd' MlN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CrFY ROAD STANDARDS 4"•8' QUARRY SPALLS GEBTEXTILE 15' MIN PROVIDE FULL WIDTH OF INGRESSeEGRESS AREA 12' MIN. THICKNFss NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CON STRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVE[} AREAS WITHIN 1,DW FEET OF THE SITE. 12. FOR RESIDENTIAL CONSTiTUCTEON PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBOLVISION ENTRANCE STABILIZED SURFACES SHALL BE CIF SUFFICIENT LENGTHJWIDTH- TO PROVIDE VEHICLE ACCESSMARKING, BASED ON LOT S9EiC0t4FIGuRATION 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 A SEPARATION GEDTWlLE SHALL RE PLACED UNDER THE SPALLS TO PREVENT FINE SEI)FMENT FROM PUMPING UP INTO THE ROCK PAD- THE GECTEXTILE SHALL MEET THE FOLLOW11` G STANDARDS. GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MITI. GRAB TENSILE ELONGATION IAE;7M 04a32} 30% MAX. {WOVEN) CBR PUNCTURE STRENGTH JASTM D13$d 1} 495 LBS. MIN. AUS IASTPA V4751) 20-•45 (U.S. $TANPARI) $IEVE SIZE) 21 DO NUT USE CRUSHED CONCRETE. CEMENT. OR CALCIUM CHLORIDE FOR C IKSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.�, HOG FUEL MOOD BASI O MULCI-) MAY $E SUD-S7ITUTED FOR OR C70MBINEV WITH QUARRY $PALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPAU S IF THE HOG FUEL IS 140T PREVENITING'SEDIMENT FROM DEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT 2-4. FENC141G SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. Z,6. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSIRUCTED ON A FITM. COMPACTED SuBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS of 7HE PAO AND REDUCE THE NEEd FoR MAINTENANCE- 3. MAINTENANCE STANDARD$ 3.1, QUARRY $PALL$ $HALT_ SE ADDED IFTHE PAD IS NO LONGER IN ACQORQANCE WITH THE SPECIFICATION$ 3.2. IF THE FNTRANCE IS NOT PREVENTING SEDIMENT F1RW BEING TRACKS ID ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENTSHALL 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 T145 STREET', EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE 15 A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SMALL 5LIMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGEDD APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY RLIARRY $PALLS THAT ARE LOOSENED FROM THE PAID AND END LP ON THE ROADWAY SHALL BE REMOVED IM1MEOkATELY. 3.5. IF VEHICLES ARE ENTERING OR EXMNG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE{S)- FENCING SFIALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS DiHER W15E NOTED. OFAWiNG 15 NOT TO'SCAA E (WSJ STD. PLAN - 215.10 PUBLIC WOKS APPROV{n: DEPARTMENT GAZ CONSTRUCTION ENTRANCE}/za/zo18 I r-Cli wary,.amnsu:,.. DATF. 45 At City of Renton Standard Plan 215.10 Stabilized Construction Entrance OVERFLOW SPILLWAY 6' MIN WIDTH f 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & V DEPTH OF 2" - 4" ROCK, NOTE: V DEPTH OF 3/4" - 1/2" WASHED GRAVEL MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SEDIMENT TRAP OUTLET NTS 1' OVERFLOW DEPTH OUTFLOW CHANNEL IF V DEPTH 2" - 4" ROCK 4'MIN CONSTRUCTED BY 2' SETTLING DEPTH I I I EXCAVATION 3 -11 1r- . j FILTER FABRIC FENCING 1.5' SEDIMENT STORAGE S MAX i 11 I7 : 121: K1L ! i Qi O if �AYnxi : 141Ze3 :LVI a DocuSign Envelo#D ID: 6EECF5B6-602A-4E4A"8436-A317AA638878 NTS City of Renton Standard Plan 211.00 Sediment Trap 2"1 14 GAUGE WIRE. OR ECIVIVALENT, IF STANDARD STRENGTH- FABRIC USED FILTER FAI3RJC 2MIN --j- - - - - - - - - - - - 6' MAY- I 12- MIN. POST SPACING MY III- 1NCREASED J TO S` JF WIRE BACKING IS LiSI=D I 4'z4' MIN, TRENCH I 1 1` BRL�SFILL TRENCH VYIT11 NATIVE SOIL DR V4" TO 1-1f2" iNASHEb GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS- OR E001vALENT ITYP.I NOTES: 1. CONDITIONS OF USE 1.1 �iLT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2 SILT FENCE IS NOT INTENDEC TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THJ3DUGH THE DRAINAGE $YSTEM TO A SEDIMENTTRAP OR POND. 2. DESIGN AND INSTALLAT-ION SPECIRCATIONS 71 THE GEOTE"LE USED MUST MEET THE STANDARD LISTED BELLOW, A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE ADS (ASTM. D4T51j 30.100 SIEVE SIZE (D.6Q D 15MM) FOR SILT FILM 50-190 SIEVE SIZE {D.36-0.15mm} FOR OTHER FABRICS WATER PERMITTIVITY "TM D44ST) 4,02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM DA633) 160 LBS. MIN FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDAFIOSTRENGTH FABRIC GRAB TETISILE ELPIN(iATIQN (A$TM 134fi32} 30 MAX. (WQYFN) ULTi7v-1 Er RESISTANCE (ASTM 04355) TOGS 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 FARtIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPERTHAN 211:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE 57ANDARD 4'XV TRENCH MAY BE REDUCED AS LONG AS THE OCITTOM a INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND . SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO aYPASS OR UNDERMINE THE SILT PENCE- 2.5- FILTER FABRIC FENCES SHALLBE INSTALLED ALONG CONTOURS WKFNFVER POSSIBLE 3. MANTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. 1P CONCENTRATED FLOWS ARE EVIOENT UPNiLL OF THE FENCE, THEY MUST PE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND- 3.3, 1T IS 1MPORTANT TO C*iECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING T OF T P 1 OHANNELIZA ION Q LOWS PARALLEL TO THE FENCE IF H130CC1.IRS. R1: LACE THE FENCE OR REMOVE THE TRAPPEDSE� MINT 3A SEDIMENT MUST RE REMOVED WHEN SEDIMENT Ig 8 INCHES HIGH 3.6. 1F THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. UNLE5S OYHLRWISE NOYEP, ORAWMG 15 NOT TO SCALE (NTS} STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE PR 9/ZB/2018 1 DEPARTMENT GAZ •-erc w.w amrosvuv DATE :4 5 A. City of Renton Standard Plan 214.00 Filter Fabric Fencing DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436•A317AA638878 5" SEWER PIPE WITH BUTTERFLY VALVES 3' TRASH PUMP WFTH FLRA.T$ ON SUCTION HOSE B]t8' SUMP WITH 8 OF CATCH CLEANING ACCOMANING Y DATETRAC 2 SCH 44 CLEAFtIfikG BY TRACKHOE SCH 40 FOFi SPRAYERS I MIDPOINT SPRAY p a I NOZZLES, IF NEEDED 2q{, SLOPE 11-I:1 V 5H=1 V I 2% SLOPE a m r 1 F ATB APR4k TO PROTECT GROUND FROM SPLASHING WATER ATB CONSTRUCTION ENTRANC'L BALL VALVE (OY?.) ASPHALT CURB 4iN THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND PLAN VIEW 6' SI.EEVF UNDER RQAP 15' 15 20' }5' 50' CURB 6" ATB OVER CRUSHED BASE MATERIAL OR W ATB OVER A GOOD SUBGRAAE 6' SLEEVE LOCATE IINVERT OF TOP PIPE 12" Tt) 14' ABOVE BOTTOM CIF WHEEL WASH 19' Ex6' SUMP TO ACCOMMODATE TTEEVE-, CLEANING EY TRACKHOE 12TO DEER 3' DRAIN PIPE WITH BUTTERFLY VALVE SECTION A NOTESt S, CONOMONS OF USE 1.1. WREN A STAQ11-17F13 CONSTRUCTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. WHEEL WASHING IS GENERALLY AN EFFECTIVE EROSION AND SEDIMENT CONTROL METHDTI AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION To TQPOGRAPHY. 2. DESIGN AND -N STALLATIOI{ SPECIFiCAT1ONS 8.1USE A LOW CLEARANCE TR UGK 70 TEST THE WHEEL WASH BEFORE PAVING ErTHER A BELLY DUMP OR LOWBY WILL WORK WELL TO TESTCLEARANCE. 2.2. MIDPOINT SPRAY NOZZLES ARE ONLY NEEDED IN VERY MUDDY CONDrrEONS. 2.3. POLYACRYLAMIOE (PAM) ADDED TO WHEEL WASHWATER AT A RATE OF 13.25-0.5 FOUNDS PER 1.011C GALLONS OP WATER INCREASES EFFECTIVENESS AND REDUCES CLEANUP TIME. IF PAM IS ALREADY BEING USED FOR DUST OR EROSION CONTROL AND eS BEING APPLIED BY A WATER TRUCK THE SAME TRUCKMAY BE USED'10 CHANGE THE WASHWATER. 3. MAINTENANCE STANDARDS THE wHEEL WASH SHOULD START OUT EACH( DAY WiTN CLEAN, FREStt uvATER THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY ON LARGE EARTHWORI£ JOBS WHERE MORE THAN 10 TO 20 TRUCKS PER HOUR ARE EXPECTED. THE WASHWATER WILL NEED TO BE C"MYOED MORE OFTEN 3.3. w}fEFL WASN OR TIRE BATH WASHWATER SHALL BE DISCHARGED TO A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A GLOSED-LOOP RECIRCULATKV SYSTEM OR LAND APPLICATION, OR TO THE SANTrARY SEWER SYSTEM WITH PROPER APPROVAL AN=R PERMITS FROM KING COUNTY AND THE CITY OF RENTON. UNLESS OTHCRW15E UOTED. DRAWING 15 NOT TO 5CAI (WSJ STD. PLAN - 215.00 URI PUBLIC WORKS WHEEL WASH AND PAVED PRR p: DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 r-Cli waY,.anmsua" DATE DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436-A317AA638878 2"•d" ROCK 2 1r 2 . i City of Renton Standard Plan 215.00 Concrete Truck Washout SECTION A L L = THE DISTANCE SUCH THAT POINTS B 113` MIN. A AND B ARE OF EQUAL ELEVATION 14> f BOTTOM OF DITCH, NOTES: 4. CONDITIONS OF USE 1.1. WHERE THERE M CONCENTRATED RUNOFF FROM DISTUR$ED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON•EROSWE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1 ANY SEDIMENT DEPOSITION OF MORE THAN 5 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGIMAL DESIGN CAPAMTY. 2.21 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING MD EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET UNLESS OTHCRW15E NOTED. DRAWING 15 NOT TO 5CAI (NTS: STD. PLAN - 217.40 PUBLIC WORKS DITCH CHECK DAMS PRR n: 9/28/2018 1 DEPARTMENT GJAZ DATE 4 5 AN DocuSign Envelope ID: BEECF5B6-602A-4E4A•B436-A317AA638878 2 2 MAX LEVEL BOTTOM MAX IT MIN, .2' MIN. -� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONSOF USE 1-1. REDuAFDAT; 7,1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 24 FEET OF VERTICAL RELIEF. 1.1.2• AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELCH, AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS} 357E 3D0 FEET (10TD2D)H71V 5-LOBO 200FEET (4TO10)H:iV 10.25?6 TDOFEET (2TO4)H:IV 25-50% 50FEET Z 6ESleM AAND INSTALI-ATION SPECIFICATIONS 2-7. FOR SLOPES STEEPER THAN 2MAV WITH MORE THAN TD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACEC7 INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DE%G-NE❑ BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUN OFF TO A SEDIMENT POND 09 Tf?AP Z.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL 13E MINIMIZED. 3, MAINTENANCE STANDARDS 31. DAMAGE (RESULTING FROM RUNOFF OR CONSTRUCTK)N ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DC NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANWOR FREQUENCY OF THE $WALES SHALL BE INCREASED UNLESS DYHLRWISE NOYED, ORAWiNG 15 NOT TO SCALE (NTS} STD. PLAN - 217.10 PUBLIC WORKS INTERCEPTOR SWALE RPR p 9/28/2018 1 DEPARTMENT GAZ I••CI� SY:.wa is........ DATE DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B43e-A317AA638878 PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING. DIAMETER Z MIN. LARGER Ti-f " DEWATERING ORIFICE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M2!M ,45 AN City of Renton Standard Plan 217.10 Interceptor Swale i CORRUGATED METAL RISER 3.5' MIN WATERTIGHT COUPLING TACK WELD �rflT r TUB. LAIN, , DEWATERING ORIFICE, SCH 4i9 STEE:SE�j/ T MIN. 4 DIAMETER AS PER CALCULATIOI{S IN1ON10,2,1.5.2 OFTHE GITY OF RENTON SURFACE WATR SIGN MANUAL e e , I + a 4 CONCRETE BASE (ALTERNATIVELY, METAL STAKES AND WIRE MAYBE USED TO PREVENT FLOTATION) e 2 x RISER DIA MIN V PUBLIC WORKS �5 �" ` DEPARTMENT City of Renton Standard Plan 217.40 Rock Check Dam 7 NOTES; 1- SEE CONSTRUCTION PLANS FOR SPECFIC PROJECT REQUIREMENTS, UNLESS OTHERWISE NOTED. DRAWING 15 Not TO 5CAI (kTS} STD. PLAN - 21G.10 SEDIMENT POND RISER DETAIL �PPFIVVED:GAZ 9/28/2018 1 I45Ah r-m: wary,nmsua.. DATE City of Renton Standard Plans 216.10 Sediment Pond Riser Detail 8 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z 0 0 C') UZ o �O> N � Q LU \ co � Q Z o O CU COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy ir J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 ::ITY OF RENTON DEMOLITION AND TESC DETAILS R-411009 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C I 10 w T1 S 7 TOP OF CONCRETE SLAB CONCRETE SLAB ON GRADE PER PER STRUCTURAL PLANS STRUCTURAL PLANS 4" CAPILLARY BREAK EXISTING GRADE , d d - - d / 0 SUBGRADE ELEVATION 'coo ooc(jo ooc(jo ooc�o ooc(jo ooc{�o ooc�o 00 0 0 0 �� L oc(jo OOo S OOo 8 OOo S OOo S OOo 8 OOo S OOo OOo S OOo S 00 TOP OF DRUM SHALL BE PROVIDE SOLID COVER „ 6 MIN ABOVE GRADE OooO� OooO� Ooop� ODO Ooop Ooop� OooO� o0 00 OUc Ooo PER PLAN o00 0000 0000 0000 0000 000 0000 0 0 0000 000o MATCH EXISTING 5' DocuSign Envelap� ID. fiEECF5B5-602A-AEdA•B436•A317AA5388�8 12" PERFORATED PIPE - 5' _ _ - — — — RUNOFF WITH SEDIMENT 3 5" MAX, �- � DRAINAGE GRATE TRIM STRUCTURAL FILL COMPACT NATIVE 3 3 GRATE FRAME _ BUILDING SLAB EXCAVATION MATERIAL SUBGRADE I 1, I ° ° ° TIT1, U' — OVERFLOW9YPASS EXCAVATION NOTES BELOW BUILDING 5. THE ANTICIPATED BOTTOM OF GEOTECHNICAL ENGINEER AND o 0 o SLAB AND FOUNDATIONS EXCAVATION ELEVATIONS SHOWS ON RECORDED IN THEIR FIELD NOTES. 0 0 o O THE PLANS HAVE BEEN DETERMINED COMPENSATION SHALL BE PER THE sElPWINLET GRATERiVICE 1. SEE STRUCTURAL PLANS FOR: UTILIZING AVAILABLE BORING UNIT PRICES DESCRIBED IN THE 0 0 :3t>: FOOTING DETAILS AND INFORMATION PROVIDED BY THE PROJECT SPECIFICATIONS FOR THE o 0 0 SEDIMENT AND DEBRIS wa DIMENSIONS GEOTECHNICAL REPORT. THE ADDITIONAL EXCAVATED SOIL, AND PROVIDE 12" MIN CLEAN GRAVEL -TOPS OF FOOTING ELEVATIONS CONTRACTOR SHALL USE THE ASSOCIATED IMPORT STRUCTURAL FILTERED AROUND PERIMETER OF DRUM AND DEPTHS OF FOOTINGS EXCAVATION ELEVATIONS PROVIDED FILL, BEYOND THE ANTICIPATED RUNOFF F,LTERED -REQUIRED BEARING CAPACITY FOR BIDDING PURPOSES. THE ACTUAL ELEVATIONS. WRAP WITH FILTER FABRIC WATER BOTTOM OF EXCAVATION ELEVATIONS � j ° ° ° 2. SEE ARCHITECTURAL AND SHALL BE CONFIRMED BY THE 6. PLACE FOUNDATIONS ON COMPACTED o 0 0 55 GALLON DRUM STRUCTURAL PLANS FOR BUILDING OWNER -APPOINTED GEOTECHNICAL STRUCTURAL FILL. THE o ° ° W/ 2" DIA WEEP HOLES LAYOUT AND FOOTING LOCATIONS. ENGINEER DURING CONSTRUCTION. IN GEOTECHNICAL ENGINEER SHALL o 0 0 THE EVENT THE BOTTOM OF VERIFY PROPER COMPACTION IS 0 0 0 WIRE TIES . 3. SEE SPECIFICATIONS 312000 - EARTH EXCAVATION ELEVATION IS LOWER ACHIEVED PRIOR TO PLACING — — 0 0 o W MOVING - FOR STRUCTURAL BACKFILL THAN SHOWN ON THE PLANS, THE FOUNDATIONS. 0 0 0 ¢ 13 O SUMP PUMP MATERIAL AND COMPACTION CONTRACTOR SHALL MEASURE THE 0 0 0 z O 0 AND MOTOR SECTION VIEW REQUIREMENTS. VOLUME OF EXCAVATION IN BANK 7. THE CONTRACTOR SHALL PREVENT WATER LEVEL YARDS WHICH ARE ADDITIONAL TO THE FINAL SUBGRADE FROM BEING 4. BEARING SUBGRADE SHALL CONSIST THE PLANNED EXCAVATION. THIS CONTAMINATED OR COMPROMISED. CONCRETE BLOCKS aRAANAGE GRATE OF DENSE, UNDISTURBED, NATIVE VOLUME SHALL BE VERIFIED BY THE (RECTANGULARC44ATE SHOWN) Rr=TRI1`VA1_SY51-ItM ITYP-) BEARING MATERIAL AS CONFIRMED BY THE GEOTECHNICAL ENGINEER. NTS NTS Building Bottom of Mass Excavation B.O.E Sediment Trap w/ Moveable 55 Gallon Drum and Pump OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISCMIMRIC VIEW TOP HINGE GATE CHAIN LINK 180' SWING HARDWARE FABRIC PREFORMED CHAINLINK 4 8' MAXIMUM NOTES: PANELS WITH 1.6" 0 6' FENCE I P1 QTECTIOH SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 6W FEET OF A DISTURBED OR CONSTR{1CTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASINWILL BE CONVEYED TO A SEDIMENT POND OR TRAP TRUSS RODS (TYP) GALVANIZED POSTS AND RAILS CLAMP ADJACENT PANELS TOGETHER 6' MINIMUM z 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 1 THE CONTRIBUTING DRAINNGi AREA MUST NOT BE LARGER THAN ONE ACRE. w d. SIZE THEBELOW INLET GRATE ❑EYICE {E1GtJl i=OH THE STO RI.iWkYEk STRUCTURE IT VIlILL 5ERL1lCE. STRETCHE Z BAR (TYP) LULL. 5- THE BIGD SHALL HAVE A BLIELT-IN HUSH -FLEW RELIEF SYSTEM IOVERFLOW BYPASS). CO $- THE RETRIEVAL SYSTEM Mi, ST ALlIQW REMOVAL qF THE Rh5D V4rrHOUT SPILLING THE COLLECTED MATERIAL T- PERFOi7M MAINTENANCE IN ACCORDANCE WITH.S.TANDARCD SPECIFICATION "1.3(15) A. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE_ THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UN LESS UN$RNASE NI)TrD. DRAWING 15 NOt TOSCALE(NTS' A PUBLIC WORKS STD. PLAN - 115.311 BOTTOM HINGE 2" MAX CLEAR a DRIPLINE OR 36x THE TRUNK DIAMETER NOTES: APPR �: URI aFPARTIukENT CATCH BASIN INSERT GAZ 9/28/2018 1 ; x, ;� 180° SWING o " 1. 6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED THE B GREATER VALUE AT THE DRIPLINE OR 36X THE TRUNK DIAMETER OF THE SUPPORT FENCE WITH CONCRETE TREE TO BE SAVED, FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). \'\i\\>/ TENSION WIRE INSTALL FENCE POSTS USING PIER BLOCKS ONLY. DO NOT DRIVE POSTS i i- BLOCKS OR METAL STANDS OR STAKES INTO ROOTS. 2. FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL WITHIN FOUR HOURS. NTS NTS NTS 3, WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF NTS Catch Basin Sediment Filter 7 Construction Access Gate Temporary P Chain Link Fence EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF Tree Protection I O THE FENCING. IF CONDITIONS WARRANT IN ORDER TO CONFORM TO NPDES REQUIREMENTS ROUTE BACKWASH TO TANK 6" 0 PIPE 4" 0 PIPE , DISCHARGE TO EX TR CONSUCTI pN RUN ' STORM SYSTEM III 3" 0 PIPE f 14 4" 0 PIPE p o o YO PIPE 2"0 PIPE O PROVIDE CB G� 1� I I I 1C)III 11 1� h LJL DIRECTION DIRECTION PROTECTION DIRECTION DIRECTION OF FLOW OF FLOW ' EROSION CONTROL PUMP RUN-OFF IN TEMP � WEIR TANK SEDIMENT POND 0 SEDIMENT POND TO TANK OF FLOW 74,561 GALLONS REQUIRED 79,880 GALLONS PROVIDED OF FLOW SAND PARTICULATE no (7,480 GALLONS OF STORAGE) 0 0 150 GPM PUMP MEDIA FILTER BAG FILTER � NTS NTS Not Used Baker Tank 15 NTS Not Used 16 COPYRIGHT© 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O } J Q LL 0 Ur M N � z O O W � O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS OF WAS I 39871 w� REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II j 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 DEMOLITION AND TESC DETAILS R-41 1010 CIII Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) T1 BEFORE YOU BEGIN - REQUIRED MATERIALS AND EQUIPMENT REQUIREMENTS. ACTUAL DESIGN MAY VARY. REFER TO APPROVED CONSTRUCTION DRAWINGS FOR JOB -SPECIFIC DETAILS. BE SURE TO FOLLOW THE ENGINEER'S DRAWINGS AS YOUR 1. PROPER GEOTECHNICAL SOIL EVALUATION BY A QUALIFIED ENGINEER OR SOIL SCIENTIST TO PRIMARY GUIDE. DETERMINE SUITABILITY OF STRUCTURAL INSTALLATION 5. THE FOUNDATION STONE SHALL BE LEVEL AND COMPACTED PRIOR TO CHAMBER INSTALLATION. 2. OSHA COMPLIANCE 6. OVERLAPPING RIB CONNECTIONS OF CHAMBERS SHALL BE FULLY SHOULDERED PRIOR TO 3. CULTEC WARNING TAPE, OR EQUIVALENT STONE PLACEMENT. 4. ASSURANCES FROM LOCAL UTILITIES THAT NO UNDERGROUND GAS, ELECTRICAL OR OTHER 7. CENTER -TO -CENTER SPACING SHALL BE CHECKED AND MAINTAINED THROUGHOUT POTENTIALLY DANGEROUS PIPELINES OR CONDUITS ARE ALREADY BURIED AT THE SITE INSTALLATION PROCESS. 5. ACCEPTABLE 1- 2 INCH (25 - 51 mm) WASHED, CRUSHED STONE AS DETAILED IN CULTEC'S 8. ANY DISCREPANCIES WITH THE SYSTEM SUB -GRADE SOIL'S BEARING CAPACITY MUST BE INSTALLATION INSTRUCTIONS. CLEANLINESS OF STONE TO BE VERIFIED BY ENGINEER. REPORTED TO THE DESIGN ENGINEER. I 6. ACCEPTABLE FILL MATERIAL AS SHOWN IN CULTEC'S INSTALLATION INSTRUCTIONS. 9. NON -WOVEN GEOTEXTILE MUST BE USED AS SPECIFIED IN THE ENGINEER'S DRAWINGS. I 7. ALL CULTEC CHAMBERS AND ACCESSORIES AS SPECIFIED IN THE ENGINEER'S PLANS INCLUDING 10. CULTEC REQUIRES THE CONTRACTOR TO REFER TO CULTEC'S INSTALLATION INSTRUCTIONS CULTEC NO.410 NON -WOVEN GEOTEXTILE, CULTEC STORMFILTER AND CULTEC NO.4800 CONCERNING VEHICULAR TRAFFIC. RESPONSIBILITY FOR PREVENTING VEHICLES THAT EXCEED WOVEN GEOTEXTILE, WHERE APPLICABLE. CULTEC'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE CHAMBER 8. RECIPROCATING SAW OR ROUTER SYSTEM LIES SOLELY WITH THE CONTRACTOR THROUGHOUT THE ENTIRE SITE CONSTRUCTION 9. STONE BUCKET PROCESS. THE PLACEMENT OF WARNING TAPE, TEMPORARY FENCING, AND/OR APPROPRIATELY 10. STONE CONVEYOR AND/OR TRACKED EXCAVATOR LOCATED SIGNS IS HIGHLY RECOMMENDED. IMPRINTED WARNING TAPE IS AVAILABLE FROM 11. TRANSIT OR LASER LEVEL MEASURING DEVICE CULTEC. FOR ACCEPTABLE VEHICLE LOAD INFORMATION, REFER TO CULTEC INSTALLATION 12. COMPACTION EQUIPMENT WITH MAXIMUM GROSS VEHICLE WEIGHT OF 12,000 LBS (5,440 KGS). INSTRUCTIONS. VIBRATORY ROLLERS MAY ONLY BE USED ON THE STONE BASE PRIOR TO THE INSTALLATION OF 11. TRAFFIC OF INSTALLATION EQUIPMENT OR OTHER VEHICULAR TRAFFIC OVER TOP OF THE CHAMBERS. CULTEC STORMWATER SYSTEM IS STRICTLY RESTRICTED AND PROHIBITED UNTIL 13. CHECK CULTEC CHAMBERS FOR DAMAGE PRIOR TO INSTALLATION. DO NOT USE DAMAGED SATISFACTORY COVER AND COMPACTION IS ACHIEVED ACCORDING TO CULTEC'S CULTEC CHAMBERS, CONTACT YOUR SUPPLIER IMMEDIATELY TO REPORT DAMAGE OR MANUFACTURER INSTALLATION INSTRUCTIONS. PACKING -LIST DISCREPANCIES. 12. EROSION AND SEDIMENT -CONTROL MEASURES MUST MEET LOCAL CODES AND THE DESIGN ENGINEER'S SPECIFICATIONS THROUGHOUT THE ENTIRE SITE CONSTRUCTION PROCESS. 13. CULTEC SYSTEMS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CULTEC'S REQUIREMENTS FOR CULTEC CHAMBER SYSTEM INSTALLATIONS MINIMUM REQUIREMENTS. FAILURE TO DO SO WILL VOID THE LIMITED WARRANTY. 14. CONTACT CULTEC, INC. AT 203-775-4416 WITH ANY QUESTIONS OR FURTHER CLARIFICATION OF 1. INSTALLING CONTRACTORS ARE EXPECTED TO COMPREHEND AND USE THE MOST CURRENT REQUIREMENTS. INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING A SYSTEM INSTALLATION. IF THERE IS ANY 15. PLACEMENT OF EMBEDMENT STONE MUST BE IN ACCORDANCE WITH CULTEC'S INSTALLATION QUESTION AS TO WHETHER YOU POSSESS THE MOST CURRENT INSTRUCTIONS, CONTACT INSTRUCTIONS. STONE COLUMN HEIGHT DEFERENTIAL MUST NEVER EXCEED 12" (305 mm) CULTEC AT (203) 775-4416 OR VISIT WWW.CULTEC.COM. BETWEEN CHAMBER ROWS, ADJACENT CHAMBERS OR STONE PERIMETER. STONE MUST BE 2. CONTACT CULTEC AT LEAST THIRTY DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE FOR A PLACED OVER THE CROWN OF THE CHAMBERS TO ANCHOR THE CHAMBERS IN PLACE AND PRE -CONSTRUCTION MEETING. MAINTAIN ROW SPACING. 3. ALL CULTEC SYSTEM DESIGNS MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL 16. EMBEDMENT STONE MUST ONLY BE PLACED BY EXCAVATOR OR TELESCOPING CONVEYOR ENGINEER. BOOM. PLACEMENT OF EMBEDMENT STONE WITH BULLDOZER IS NOT AN ACCEPTABLE METHOD 4. USE CULTEC INSTALLATION INSTRUCTIONS AS A GUIDELINE ONLY FOR MINIMUM/MAXIMUM OF INSTALLATION AND MAY CAUSE DAMAGE TO THE CHAMBERS. ANY CHAMBERS DAMAGED USING AN UNACCEPTABLE METHOD OF BACKFILL ARE NOT COVERED UNDER THE CULTEC LIMITED WARRANTY. 1 1 m I� I I I I 11 dmo a L'JJ I I I I � II I I I / MLn / I I I I I \ UTILITY CROSSING TABLE ❑1 8" STORM IE 457.67 EX 12" STORM TOP 452.42 �2 6" WATER IE 457.24 EX 12" STORM TOP 452.32 Ifl8" STORM IE 457.50 6" WATER TOP 456.50 ® 8" STORM IE 457.29 EX 8" WATER TOP 456.29 ❑5 2" GAS IE 458.64 8" STORM TOP 457.82 © 8" STORM IE 457.02 15" STORM TOP 452.99 1flJ.U.T. IE 457.36 8" STORM TOP 457.20 ® 2" GAS IE 456.98 15" STORM TOP 449.18 �9 6" WATER IE 455.30 EX 12" STORM TOP 448.26 0 10 20 40 SCALE 111=20' Legend N 79°330#"1V'JJ`06:8E'- 46.81' PROPERTY LINE 'SD J 8" SD @ xx% STORM DRAINAGE PIPE O ^- r , Ir N f'�� ❑■ ■OOO YD/COICB/CB 21MH L J 12'SS SS 8" SS @ xx% SANITARY SEWER �SSMH ossco O SANITARY MH/CO 12" D1 W W 12" DI W WATER MAIN FHA �FDC. Pl o W " ��FDSiPIVNWV FHIFDCIPIVNALVE �W ®WM WATER VAULTIMETER KEY NOTES: O REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEM UNLESS OTHER NOTED. SEE DETAIL 13 C O2 CONNECT FOOTING DRAIN TO STORM SYSTEM. NOTES: 1. SCHOOL OCCUPIED AREA FROM JUNE 17, 2021 UNTIL SEPTEMBER, 2022. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE 17, 2021 AND SEPTEMBER, 2022 WITHIN PARKING LOT 2. CONTRACTOR OCCUPIED FROM JUNE 17, 2021 UNTIL END OF CONSTRUCTION (CONTRACTOR SHALL COORDINATE WITH COR FIRE MARSHALL FOR INSTALLATION AND PRESERVATION OF TEMPORARY EVA. SEE C1.00 FOR LIMITS OF TEMPORARY EVA) T Mob SD I I �- I III I I cn _ c 459 76 Z z8�=i3 ��� I I I / I I I \ o o /�' ! l I I vNi os I I I BC 459 2 00�{ \ I I I I ROTATE CATCH BASIN RIM OUT \ I I I I 1 \ \ a LLJQ I �, OF CURB AND INSTALL SOLID \ \ S I I I \ I QLi I S / 0 \ oo I LOCKING LID. REINSTALL OIL `-9 \ I I I I \ I F- �Q I \ I 1 I `f II SEE SHEET C220 FOR ADA m CONTROL TEE OVER NEW PIPE ; o�'/ / I I I I \ \ Q �< \ \ \ I I 1 I I RAMP GRADING DETAILS AT z �, 0 _ I I m_j 1 I o I I I THE NORTH DRIVEWAY a o z I IE--4�451-6953.80 65'I(OUT)E451.63 w / I I I I I I I ❑ �� 1 // \I II I I I \ I ENTRANCE TO CASCADE o I Izi � a l I I I \ELEMENTARY SCHOOL z m EXISTING BURIED AN CH I m I I I I I \ z I \ / oI oo I I I I I I I I \ BASIN NOT SHOWN11 I I I I \ EXISTING CASCADE I SURVEY. LOCATION I 1 °U° � � I W I I # 56 CB TYPE I RAISE RIM TO I , \ / APPROXIMATE. A I I II I z ? I I \RIM=459.85-459.95 I GRADE AND as ro ELEMENTARY SCHOOL I o I 'ALIGN LID WITH CONTRACTOR TO VERIFY, I o I I ti e =45 6D8 (OUT)SE 457. + N SIDEWALK S °N° N Q, w /_ \ FF EL=459. LOCATION IN FIELD z I 1 � o W VANED GRATE J 6 �x \ ,, . o f / ss I I SEE\ DETAIL z z o I \ I1 11 11 \ U/ I WW MATH X C213 I� GRA E z� TC463.37 I �O W \ `, 2 I h U U V U i V N N N 0 wo CONNECT TO E TIN / \ TC457.02 I / S� SD# 76 SDCO I I /J J PROPOSED SEWER / I I BC 462.87 _ _ _ _ �6� A , ` N ^ \ STORM DRAIN MANH LE / / / \BC 456.52 ZOPqSED ATE RIM=456.02o���� - - MATCH LINE - _ \ ,/ SMAIN SEE HEET C400ILITY PLANI NC IE=446.71 15"(OUT)S IN PEE UTILITY P IE=455.50 6 (IN)W SD - A \ 2 - - - _ _ WI EX CO ^ / / / HE C400 IE 455.50 6 (OUT)SE I \ /. \ TC 0.55 0 - - - - - - _ / / / \ WI SOLID LOCKING LID S I _ _ _ - - _ _ Q 15' PUBLf�STORM \ \ / / // R M SD#s455 6G 55E 0 \ 1 - _ 1 Q C 46_5 3 \ � % - - �-� W W = EASE T � LINOS PER SLOT / / � / / \ � / - SE _ _ 6 _ _ BUILDING CA OPY ATCH E / \ / IE=45z 53.8"N12 HDPE OUTS 452.58 1 G DIN - I- - X - - - / - _ - _ _ PLAN P ESS SHOWN FORgpE \ / Tc�a56.8 I " ( ) I \ I / - _ - op _ / / / \ W/ VANED GRATE DE AIL, IM - - 43 LF 6" PVC @ 2�% _ _ S _ �� REFERENCE ONLY / C 456.311 I I - SS 230 N I -I _ 463.53 - \\ M A - (VAI�LT DRAIN) �/ C \ - - - TC 4 .30 I / \ \ 16 LF 6" o o 180HD CULTEC CHAMBER _ / PVC 16.0 /o z I S � Z � c� - - _ - � \ D � / `C / ITC 456.49 @ � I - \ � - S1T � _ _ B 458.80 \ \ = II z \ ) / T 464.50 I BC 462.50 - - - o ` 5 - 5 �F 6" PVC�a 1.6% 459.91 \ \ - - / / / - - - -I- /' / \ \ BC 455.99 146 LF 15" ° \ A 4 DETENTION SYSTEM W/ 9' I \ - STONE BASE 389 1 O / B 464.00 a - _AULT DRAIN _ - - - - _ _ - -\ - _ Sp / / - ��/ / PVC @�-6fl/61.1 / _ CHAMBERS VOLUME 1 GA TC 463.50 I GA - IE2 8"(IN)NW 456.76 ��� 89°f050.15 W 78' / I 1\ F 8" o PROVIDED = 18,593 CIF G G G , T 4.50 C 463.00 G - - - IE -8"(OUT)05 M - 22 �/ / 9 \ 1.0 /o SEE SHEET C211 FOR 3ETAILS SD# 46 CB TYPE II - 48"A I I n TC 464.5 TC 461.5 MWS1-8-16-V-UG-HC � I B .00 \ � �11.\/ANEDG E----- - -- ---- RIM�55-2-�455.58 BC 464.00 1 BC 461.00 6 G SEE AIL MODULAR WETLAND SD# 80 SDCO 0.7 0 I / \ \ IE-4-44.9915" IN W 444.87 TC 461.28 S � I I LF 15" P TC 4 �o o TC 457.25 \ - ( ) I I P , �s O, lc. BC .78 �'� 1�41SE TO GRAD 8g TREATMENT E-457.33P(iO 1 S- - i C`2133 SYSTEM FOR WATER RIM=459�3-459.0 I I @ B �8.3 gC456.75 \ \ IE 99 15"(OUT)SE 444.87 `D AND INSTALL Q J QUALITY THE - ) - - - - - - - - - - - - - - - TC 456.27 I �� 455 5 455.735.58 TC456.04 \ BC455.77 W/ SOLID LOCKING LID TC460.91 LOCKING LID $ SEE DETAIL 10 IE=457.33 T)E ) I I ,o � I 0 7 4 4.88 I \ �� I 0.41 T 460.91 (n C @ 2.2/ C210 179 _ U " u-i �, N LOCKING 0.81 G 1.7% I 11 BC 455.54 - h D# PB I I / I ` 4,38 1 \ TC 460.69 B¢ 460.41 40 0 \ q 5` ELF 15 PVC @ �-9°/Q 96 F 6 VC 1 I TC 455.80 I I I I I :hlo RAM- 62.77/1 8 TC J BC460.19 „ /PEP 6"SDCO G PHASE PH E BC455.30 I WEIR WALL PER \ W z IE ( )�E v', \ B 463. o 5 LF $ o ,�� 450.1 „ „ - _ „ - - - - - 455. - --� - - - - - - I1, RIM TO c - .70 C455.96 «' �W/V D TC464.60 .0%-I°_,=� �, 4�i4 .57 6 „ _ F 6 P�LGVA�UCT F G- - F G- --F G- - F G- -F �� B 456.4 I LANDSCAPE^\ I U z BC 464.10 F PEP O WATER QUALI D IN. CONNECT TO 5 I \� 15 SD IE=449:$1- RIM TO GRADE R E Bc 55.46 PLANS (TYP) � z W S�E TAI � .$�4; �q o ���r 11 � I TC 455.64 \ \ I IE=456.8 1 \ SD 32 CB TYPE 33_ATFR QUALIFY - - 459.7� C 1 � 461.43 ��•�- - ���� - ;, 0 15 x6 TEE O I 3 L P 14.2% / I BC455.14 �TC455.64 UL-T41NLET VAULT OUTLET - 125 LF 8 P o LF 6 PVC @i4°/v /FFE- 59.83 I BC 455.14\� \ m g z z z I O I I 0 RIM 460.83 TC 461.17 TC 460.85 - -459 FFE 83 / o o 0 o J BC460.35 TC460 6 = -- -- -- - - - ---- - -- ---F --- T -J DS / /TS45 . 7 I I w ( ) rn // I BC 455.41 I i o cPo I SE IE- 8" IN NW4 1 / / N .-GR I �� - - - - - - B 46 6 -� �� / i TC 455.88 G 5.5 z I *C-n \IE- 8 (OUT)E 45 . h h ° / / / 455.3 VHt�tAN Tr RATE I TC 461.46 TC 460.94 N NO O 461.50 461.50 460.50 \ / r,� -' TC 455.E C 5.0 a U / 62 r" TYP II - 6d / / // I ('i BC 4r4 99 \ w cn ^ o I I I I I 2 v �, \ C 460.96 BC 460.44 ( = 1� > DS „�V�� 9% p$ \ p 6" D \ 459.83 / / W/ POLID DICK LID i / 1 BC 55.1 ' ' ' % \ \ RI TO GRADE 454.70TC O w �\ I \ C� \ „ i FFE=459.83 I I / RyNI- 459.58 I 4 / I 4 .43 L__ % 454.70 \ BC455.39 \ m I I I 461.50- - - - - I _ I U, I FT G- TC 455.43 O I a ( \ I 1 LF 8 - - - �IE= 57.38 I 15 INN 446.5 00 4 .93 \ O I I z VC 1.0� 6" SDCO - I I I �_ O I L BC a54.93 1 ° ( FFE = 460.50 I 15"(IN)W 446.5 82 034 ,, \ L RIM TO�RADE / I I I SD# 16 CB TYPE II - 48" SD # 73 CB TYPE I / - - I I E=446 15 (OUT) 446.5 I ( I \ \ RIM=489-34460.45 �61 IE=456.63 I / I I 6 ,1 1 Q I ;' ; I I RIM=455.4E 455.38 lull\ 4 1.5E 461.6E �\ I I I ;1 RES c� \ I 1 I IEr444.3415"(IN)NW 444.26 I I I 1 \ 1 \ \ \ IE 2 8"(IN)N 456.3E / ° / , 2" S �P IN SLAB \ , 1 FFE = 459 83 I I I 7 4 .7o s 1 I IE=444-34-15"(OUT)S 444.13 LO ��, I 1 \ \ IE2 8"(IN)E 456.3E w ` \ SEE SHEET C250 FOR I I I \ \ I IEr4563��8"(OUT)S 456.3E ��, FFE = 461.5E \ I \ \ I I I SC-310 STORMTEdH ; i 1 WI SOLID LOCKING LID I I MO�J 11 I ( I \ \ W/VANED GRATE � I o I ( \ I I 0� SEE DETAIL - 461.6E \ / \ I I / I CHAMBER ENLARG�MEN 8 STE IN SLAB I I I I \ I I no I I \\ \\ \ C� T I SD# 79 SDCO I �/' I I I I I I I i I I I / I I I 45.7E __FTG----FTG� 1 I I # 7 CB T� II -148" \ o RIM�64-.7fr -J I I I I I I I \ 1 I \ \ � o I SD# 82 AREA DR�(N I � I � UL I I ](�A \ \ =.4111).431 \ I IE_458.95 6"(IN)f�NE RIM=4Fr1-3& 461A4 22 I IE(IN 4�5.7 IE-45U5-6 (OUT W- - - - - - - IE=4593G6" IN W 457.71 / I I I I c� VERFLOW STRUCTURE o III I Un\\ I I \ \ IE- 6 N E 4�5.7 - ( ) / SEE SHE C251 OR I I I I I \ TC 61. SD# 81 AREA DRAIN IE=459.36 6"(OUT)S 457.84E I I I I I I f� M TO GRAD� Q I 1 \ IE- 12"(ZSUT)S45 .7 ° RIM D�6138 - - IE-457.69 6" OUTS 1 � MC-35g0 STORMY CH I I 7b I I 4 1 \ o a-- I - ( )_-_- II I I �1 EDETAIL C� I I \ = I C464.05 TC463. W/VA T� 2 I FFE=461.5E IE- 6 (OUT)E 459.02 _ PO RATED PERVIOUS SDCO CHAMBER ENLAR�EMENII i i - I \ w 1 63.55 BC 463.28 TC 463.26 TC 462.3213 Q / I 1 ~ 1 I I EE P I I BC462.76 61 = �,P PAVING UNDERDRAIN (TYPE RIM TO GRADE I SDC L I I 1 KE-LANDSCAPE PLANS IE=457.0 / RIM 0 GRADE p IE= �7.00 I FFE=459.83 \ �I �- I I ET S \ w 90 461.76 S !CO _ 3: AX T 462.43 � � � $D��� I I G� I C230 0 4 5.84 TC 464.2E 6 I I 4 7 o \ I I p TC 466.68 / BC 463.7E \ 4 B 461 9 RIM TO GRADE RIM??? 459 �2 I I I I I -- 462.07 1 ° - IE=457.0E -Jlj---Jlj---- ---- 15 91 + 146- I / TS 45947 L VC @ 1.6/0 .70 I ' ''' I ° I . .- .�.� ��i ■�ir���■i�■i■■ : IN =sIIm►■1! , II mount CICt° 4 �����Q��.Q���,����� �- �,FW \1 0 1 ai ca.• �i ,L�\ \ \ �1 1� •�� �>Epm : ��� 1 • - . , `I°1®1 �i ■� �■ �I■I��r�i1� Ali -�.� • i::: _ ....• I : I .. �, � ■1■*!_ • ., .• r� sup... = u i °. . 1 ' 1Rim �� r+ � !� � � \I'll � ■:fir � � I _ -! -�' � e��l���� 'a� • �..�� �� �I �'�� 11 OF ' I • i UDC. i• -- : I 1 . i �I , „ W PHA� GRADE BREAK 111FININ. �• - --_ - BACK OF WALK-- co a- TC 462. �,��eeeee.eeeeeeeeWT_..eee�■eeiee■ee�► BC 401.85 o ■■ram �,i _■■■�.a■■�����E��: ��� loll ,. d / -, - - - /+ o + + 457.69 TC 460.91 + + - + . 454.82- u 0 3 00' ICV / BC 460.41 BC 457.81 g U \o w - - - - \ 458.71 I - - - - - - 4 7.47 EX N 89°10 36" W 810.34' \ SD# 11 CB TYPE 1 45909 X I7 E r 7 4 .19 EX I p o TC 456.90 3 - BC 456.4E \ I I \ \ RIM 462.12-462.14 \ I \ 457.1E EX o 455. T MAX MO U AR J \ SD# 9 CB TYPE II - 48 SD# 49 CB TY E I 902HD CULTEC CHAMBER \ N 0 � z I 1 \ IE=458.358"(OUT)E4 8\2 RIM �455.991 \ \ FLOWLINE \ SD - 54" N BLOCK WA L J \ \ WI VANE GRATE \ 1� RIM=468 1-4 0.36 1 DETENTION SYSTEM W112" SD# 47 CB TYPE I RIM- 458.^cli 1 0 I I I \ IE8 (IN)W 1453.93 0 C \ SEE DE IL IE=4�r�5&8"( UT)N457.30 1 STONE BASE �� z RIM 8 458.12 ) IE=450.45 8'-"(BIDIRECTIONAL) \ I IE-454.93.12"(IN)N 453.97 1 WI VANED GR TE 1 279 CHAMBERS €Joe IE=455-398"(OUT)NW 454.91 I IE=45A 8"(OUT)E450.39 SD# 66 CB 1CYPE co m \ I 1 I \ I D13 II \ IE-454.9312"(OUT)SE 453.97 I SEE DETAIL ; VOLUME PROVIDED = 28'11 CIF W/ VANED GRATE FLOW CONTROL STRUCTURE RIM=456.41 456.42 I WI SOLID LOCKING LID 1 SEE SHEET C212 FOR DETAILS IE 8"I(OUT)W 453.72 o \ I �� 01 \ \\ I I I I I SEE DETAIL I W/ SOLID LOCKING LID W/ VANED YRATE 1 I SEE DETAIL \ ELLI m �I I I I I SEE DETAIL ' I I I I I B 55 4 I _T1 I \ SD#15C13 TYPE II-60" o0 RIM=455.97 456.04 \ Q A LT T 56. I i i o IE=441.9715"(IN)N 441.85 J I I -4 I IE=450.47 8"(IN)S 449.49 \ z E �i IE-439.06 8"(IN)W 440.67 J E 46 7 i IE 493.06 EX 15" (OUT) E E D A I I SOLID LOCKING LID 10 it, 0 Erl ci I C NNECT TO EX Li 1 11 S ORM MAIN ■ 103/0 - � �1..��I1 Ili_ % ►� I� �•SD# 63, • --: g� z IE 8"(IN)W 443.05 �1-450.67 8"(IN)N 450.68 IE-448-69 8"(IN)N 448.71=451.42 8"(IN)E BEEHIVE RATE AND RIP RAP COL / SEEDETAIL aIE= 42.;�8"(OUT)E442.91 =451.42 8 (IN)W 1 ���' SEE DETAIL / IE 8-Cr�8" ego=� AN/ VANED GRATE (OUT)S 448.63 / "DITCH SECTION" / / FLOW CONTROL STRUCTURE / I C220 FOR DITCH SECTION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT (9 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. } z O� 3 LU Z Z o U) LU w o 10� } J Q LL Z 0 � 0 (D C') U � Z O 0 CN VJ � Q Z O 0 U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: REVISIONS: JAS ti�� oN WAK�� Q 39871 �r pk/ti�1 / NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I j 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 1 Seattle, WA 98101 BaylisArchitects.corn 1 (425) 454 0566 GRADING & DRAINAGE PLAN R-41 1011 C200 Ir in SITE SPECIFIC DATA PROJECT NUMBER 9914 PROJECT NAME FAMILY FIRST COMMUNITY CENTER PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.017 PEAK BYPASS REQUIRED (CFS) 1.415 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 447.27 PVC 8" OUTLET PIPE 446.77 PVC 8" PRETREATMENT BIOFIL IRA TION DISCHARGE RlM ELEVATION 456.59 456.59 456.59 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER OJ0" OJ0" N/A WETLANDMEDIA VOLUME (CY) 0.97 ORIFICE SIZE (DIA. INCHES) 4 EA 00.J8" NOTES: Ilk PATENTED z PERIMETER C/L VOID AREA OUTLET PIPE SEE NOTES _ WETLANDMEDIA PRE -FILTER j`BED F "t'I"1 TL1'4 CARTRIDGE UNDERDRAIN INLET PIPE MANIFOLD SEE NOTES ------ PLAN VIEW INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. ^Kv I I I I , I I o I ' R I I I I I o I , I , 00 I I I I • `I • 5" 6'-4" 5" 7'-2" ELEVATION VIEW -4'-10"-I RIGHT END VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. a FINISH FLOOR SEE PLANS a FINISH GRADE SEE PLANS �O��o�ao�o°oo°oDDo�aO�°o �00� a Po �°ao��oO�ODoO�aoIo°oo°oDDo,�o oo� D D aD c i D77 4. o o��o�DoO�a°oho z 4 ��0�0� `o BUILDING FOOTING ° ° 0�� D�D 0�o0�o�D0 ao��O��DDIF SEE STRUC'L PLANS D D a��oO� 6" SDR 35, PERF PVC ��OO�OD00 SURROUND W/ 6" MIN ao( GRAVEL BACKFILL o�aDDo00oD FOR DRAINS � DO NOT DISTURB 1:1 L\,*,\ BEARING PLANE \ 1 WRAP WITH 1 FILTER FABRIC ITS I I Footing Drain 12" x 10" 22" x 18" 24" x 20" DUMP NO POLLUTANTS SM60 BH DUMP NO POLLUTANTS - SM60 BH MANHOLE C/L 456.59 ^,mow TOP OF GRADI 455.96 El TOP OF VA. 455.46 I I I I 1 I = I I I 1 � I 1 I 1 1 PEAK H6 449.57 FLOW CONTROL RISERr2i IE IN IE OUT 447.27 446.77 00 } LEFT END VIEW } NTS South Modular Wetland System 8 FINISHED GRADE 1 1/2" 1" NTS Bee Hive Grate For 20" x 24" Frame 12 SITE SPECIFIC DATA PROJECT NUMBER 9914 PROJECT NAME FAMILY FIRST COMMUNITY CENTER PROJECT LOCATION REN TON, WA TREATMENT REQUIRED VOLUME BASED (CF) TREATMENT FLOW (CFS) 0.5J PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2.2J PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE AC§646 450.14 PVC 15" OUTLET PIPE Ails 449.57 PVC , 9" 15" PRETREATMENT BIORLIRA TION D GE RIM ELEVATION 461.05 461.05 461.05 SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN FRAME & COVER 2 EA OJ0" 12EA JO" x 48" 024" WETLANDMEDIA VOLUME (CY) 10.40 ORIFICE SIZE (DIA. INCHES) 5 EA 0 1.97" NOTES.• ----------------------- -------------------- BED VERTICAL I I � r .::: �s Y 1 I PATENTED UND RDRAIN E L . PERIMETER MANIFOLD` I l/0/D AREA I LL I U OUTLET PIPE L°J PRE -FILTER SEE NOTES I E JOEI I ❑ ❑ ❑ ❑ CARTRIDGE I „ ' El El ❑❑ ❑ I I INLET PIPE - - - I SEE NOTES INSTALLATION NOTES 4i 0 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND = APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN .I MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. FLOW CONTROL J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. RISER (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK 449.81 GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL IE OUT 4. MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING 6" PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATNE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 4" OD DOWNSPOUT SEE ARCH'L PLANS AND SPECIFICATION 4" FERNCO BOOT u u n n JOINT FILLER (TYP ALL AROUND IN PAVED AREAS) 8 n- a aao a a a0 0 �� nn 0 n� n0r,��c�nna���or� 4" PVC EXTENSION (AS NEEDED) u u 4"x6" FERNCO REDUCER 1 % MINIMUM 6" PVC SD NTS IDownspout PLAN VIEW 461.05 RIM/FG 460.52 TOP OF GRADE RING 1 458.85 TOP OF VAULT w I A I I 455.4J PEAK HGL I I 1 I 1 I , ° I ° I I I I I I 16'-0" 17'-0" ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. NOTES: 1. ALL COMPONENTS (PLANTS, SOIL, MULCH) ARE REQUIRED FOR STORMWATER FUNCTION. SEE L'SCAPE PLANS. KEY NOTES GRAVEL BACKFILL FOR UNDERDRAIN PIPE O O2 FOR BIORETENTION COMPONENTS AND INSTALLATION, REFER TO LANDSCAPE PLANS AND SPECIFICATIONS. OREFER TO CITY RENTON STANDARD DETAILS 262.10, 262.20, 262.30, 262.40, 262.50, AND 262.60. IE IN 6" SLOTTED UNDERDRAIN LEFT END VIEW HATCH CAST -IN 12" THICK CONCRETE MANHOLE COLLAR BY PRE -CASTER. CONTRACTOR TO WEDGE/SHIM COLLAR TO MEET FS C/ n�� 9'-4" RIGHT END VIEW NTS North Modular Wetland System BEE -HIVE GRATE SEE DETAIL 12 C OVERFLOW STRUCTURE RIM=453.20 OUTLET STRUCTURE FOR BIORETENTION PER PLANS BOTTOM WIDTH = 5' LENGTH = 114.50 CI 1 IQLI crVIC rInki'll-rinA1 INSTALL RISERS AS OUTLET REQUIRED, SUCH THAT �- STRUCTURE IS BELOW GRADE. IE PER PLAN NTS ITypical Bioretention Section COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O p C� N U�Z o Z) O N �^ W \ Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS f JA rift of WAS�� �l I 39871 REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. bay AR ICHITECTS J 10801 Main Street, #110 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 GRADING & DRAINAGE DETAILS Not UseNd 1 6 NTS Not Used 18 TS Not UseNd 20 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411012 C210 C 1 C LL PROPOSED STORMWATER MANAGEMENT SYSTEM ELEVATIONS (TO BE APPROVED BY ENGINEER) *ENGINEER TO CONFIRM MINIMUM AND MAXIMUM BURIAL REQUIREMENTS ARE MET) MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT OR UNPAVED) 465.13 I MINIMUM ALLOWABLE GRADE (UNPAVED TRAFFIC) 453.96 ' MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 453.80 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 453.80 TOP OF STONE ELEVATION 453.63 ' TOP OF CHAMBER ELEVATION 453.13 OUTLET PIPE INVERT 451.42 INLET PIPE INVERT 451.42 BOTTOM OF CHAMBER ELEVATION 451.42 BOTTOM OF STONE ELEVATION 450.67 CULTEC STORMWATER MANAGEMENT SYSTEM SUMMARY TOTAL STORAGE REQUIRED (CF) 18,907 TOTAL STORAGE PROVIDED (CF) 19,225 % STONE POROSITY 40 SYSTEM AREA (SF) 11,887 DEPTH OF EMBEDMENT STONE (IN) 6 DEPTH OF BEDDING STONE (IN) 9 STONE PERIMETER (IN) 27 SPACING BETWEEN CHAMBER ROWS (IN) 15 SYSTEM LAYOUT DETAIL NTS NOTE: ALL EXTERNAL SYSTEM STRUCTURES, INLET/OUTLET PIPES AND PROPOSED ELEVATIONS MUST BE DESIGNED AND APPROVED BY THE ENGINEER OF RECORD. ALL PROPOSED SYSTEM ELEVATIONS PROVIDED MUST BE VERIFIED BY THE ENGINEER OF RECORD AND THE ENGINEER OF RECORD MUST ENSURE CHAMBER BURIAL REQUIREMENTS ARE MET MATERIALS LIST SUPPLIED BY CULTEC CULTEC RECHARGER 180SHD STARTER 23 PIECES CULTEC RECHARGER® CULTEC RECHARGER 1801HD INTERMEDIATE 343 PIECES 180HD LEGEND CULTEC RECHARGER 180SHD STARTER CULTEC RECHARGER 180EHD END 23 PIECES CULTEC HVLV FC-24 FEED CONNECTORS 30 PIECES CULTEC RECHARGER 1801HD INTERMEDIATE CULTEC NO. 410 NON -WOVEN GEOTEXTILE 3,662 SQ. YARDS CULTEC RECHARGER 180EHD END CULTEC NO. 4800 WOVEN GEOTEXTILE 416 LINEAL FEET CULTEC HVLV FC-24 FEED CONNECTORS CULTEC SEPARATOR ROW CULTEC INSPECTION PORT KIT 2 PIECES MATERIALS LIST NOT SUPPLIED BY CULTEC 1-2 INCH WASHED, CRUSHED STONE 984 CUBIC YARDS CULTEC NO. 4800 WOVEN GEOTEXTILE 8 OZ. NON -WOVEN GEOTEXTILE N/A SQ. YARDS STONE BORDER 30 MIL. PVC THERMOPLASTIC LINER N/A SQ. YARDS 6" PERF. FTG DRAIN, IE IN=450.67 n CULTEC 180HD COMPACTED CHAMBER ROW SUBGRADE CONNECT PERF. PIPE TO SOLID WALL HDPE EL. VARIES EL=453.63 E L=453.13 8" SD IE OUT=451.12 EL=451.12 SOLID WALL 6" HDPE AFTER GEOTEXTILE BARRIER. NTS 180HD Cultec System Section PFR PI AN �vnXc�Unn�<i00(��D� PAD IS 4' WIDE MIN V MIN THICKNESS MIRAFI - EROSION FABRIC OR APPROVED SUBSTITUTE DISCHARGE PIPE (PER PLAN) NTS Outlet Protection 157 45.75' 4.25' 6" PVC PIPE INV. = 451.42 CULTEC HVLV FC-24 FEED CONNECTOR (TYP.) TYPICAL CULTEC SEPARATOR ROW .42' NOTES: 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN PER CITY OF RENTON STD DETAIL 237.00 AND 237.30 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW 3. METAL PARTS: CORROSION RESISTANT NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4" 6. PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM T-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER 1 96.75' 25.32' 31.65' 113.11' F'tK tzUINttK PLAIN PROPOSED SYSTEM ALTERATION TABLE 1 PROPOSED 4'0 MANHOLE W/ 24" MIN. SUMP 1 REMOVABLE WATEf TIGHT COUPLING 8" ELBOW DRILLED CAP PLATE WITH 0.875" 0 ORIFICE N.T.S. IN ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS STANDARD GALVANIZED STEEL STEPS. SEE AUSTIN CO SPECS. 6" MAX SEWER SADDLE LIFT GATE CONTROL ROD 4" MIN - V-6" MAX a ao IE = 451.99 PIPE SUPPORT 3"x.09 GAGE BOLTED 0 EMBEDDED 2" IN WALL AT AX T SPACING. MIN ONE SUP ORT ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS RIM = 456-68456.16 8" INLET PIPE 4 IE =7450.6E 18" MIN STANDARD GALVANIZED STEEL STEPS. SEE AUSTIN CO SPECS. 8" OUTLET PIPE COPYRIGHT (9 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS REVISIONS: N0. I DESCRIPTION I DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boyl i J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 180HD PLAN AND DETAILS R-411013 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C211 WE a PROPOSED STORMWATER MANAGEMENT SYSTEM ELEVATIONS (TO BE APPROVED BY ENGINEER OF RECORD) 'ENGINEER OF RECORD TO CONFIRM MINIMUM AND MAXIMUM BURIAL REQUIREMENTS ARE MET) MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT OR UNPAVED) 463.75 MINIMUM ALLOWABLE GRADE (UNPAVED TRAFFIC) 457.95 234.00' MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 457.45 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 457.45 TOP OF STONE ELEVATION 456.45 69.00' 165.00' TOP OF CHAMBER ELEVATION 455.45 12" HIGH -FLOW BYPASS PIPE INVERT 454.06 OUTLET PIPE INVERT 451.45 CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INLET PIPE INVERT 451.45 INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) BOTTOM OF CHAMBER ELEVATION 451.45 BOTTOM OF STONE ELEVATION 450.45 6" PVC PIPE INV. = 451.45 CULTEC STORMWATER MANAGEMENT SYSTEM SUMMARY TOTAL STORAGE REQUIRED (CF) 29,259 7.25' CENTER TO CENTER TOTAL STORAGE PROVIDED (CF) 29,574 14.50' (9" SPACING BETWEEN CHAMBERS) 1.00, 6" PVC PIPE STONE % STONE POROSITY 40 CULTEC HVLV INV. = 451.45 ER FC-48 FEED SYSTEM AREA (SF) 7,883 30.25' CONNECTOR Ll DEPTH OF EMBEDMENT STONE (IN) 12 (TYP.) DEPTH OF BEDDING STONE (IN) 12 12" STM 12" PVC HIGH -FLOW HIGH -FLOW STONE PERIMETER (IN) 12 BYPASS BYPASS SPACING BETWEEN CHAMBER ROWS (IN) 9 INV. = 454.06 INV. = 454.06 30.25' 14.50' O 7.25' 01 O SD# 42 CB TYPE II TYPICAL CULTEC INSPECTION PORT KIT 8" PVC PIPE 24" STM PIPE SD# 21 CB PER ENGINEER STM PIPE 8" PVC PIPE (SEE DETAIL) INV. = 451.45 INV. = 451.45 I TYPE II IN NV. = 451.45 INV. = 451.45 + PER PLAN TYPICAL CULTEC SEPARATOR ROW ENGINEER PLAN SD# 49 CB TYPE I SD# 47 CB TYPE I PER ENGINEER PLAN PER ENGINEER PLAN 54.34' 8.00' 98.34' 11.66' 58.00' 230.34' � SYSTEM LAYOUT DETAIL NTS LIFT GATE ROUND SOLID COVER MARKED CONTROL ROD LOCKING BOLTS i'DRAIN'W/ RIM = 455.79 458.46 4" MIN - V-6" MAX NOTE: ALL EXTERNAL SYSTEM STRUCTURES, INLET/OUTLET PIPES AND PROPOSED ELEVATIONS MUST BE DESIGNED AND APPROVED BY THE ENGINEER OF RECORD. ALL PROPOSED SYSTEM ELEVATIONS PROVIDED MUST BE VERIFIED BY THE ENGINEER OF RECORD ENGINEER AND THE ENGINEER OF RECORD MUST ENSURE �° a CHAMBER BURIAL REQUIREMENTS ARE MET z MATERIALS LIST SUPPLIED BY CULTEC N CULTEC RECHARGER 902HD CHAMBER 279 PIECES CULTEC RECHARGER 902HD END CAP 16 PIECES CULTEC RECHARGER® MAXWS o 902HD LEGEND EL=456.20 a CULTEC HVLV FC-48 FEED CONNECTORS 6 PIECES CULTEC RECHARGER 902HD CHAMBER CULTEC NO. 410 NON -WOVEN GEOTEXTILE 2,977 SQ. YARDS 4. CULTEC NO. 4800 WOVEN GEOTEXTILE 326 LINEAL FEET CULTEC RECHARGER 902HD END CAP CULTEC INSPECTION PORT KIT 3 PIECES CULTEC HVLV FC-48 FEED CONNECTORS I E = 454.85 MATERIALS LIST NOT SUPPLIED BY CULTEC�3C CULTEC SEPARATOR ROW 1-2 INCH WASHED, CRUSHED STONE 1,094 CUBIC YARDS i CULTEC NO. 4800 WOVEN GEOTEXTILE 8 OZ. NON -WOVEN GEOTEXTILE N/A SQ. YARDS g 30 MIL. PVC THERMOPLASTIC LINER N/A SQ. YARDS STONE BORDER 5•, PIPE SUPPORT 3"x.09 GAGE - BOLTED OR EMBEDDED 2" IN WALL AT MAX T SPACING. MIN ONE SUPPORT REMOVABLE WATER o TIGHT COUPLING 18" MIN NOTES: 8" ELBOW SEWER SADDLE (BIDIRECTIONAL) STORMTECH MC-3500 CHAMBER ROW z 8" INLET 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN - 8" OUTLET PIPE PIPE STANDARD 6" MIN EL. VARIES 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW PER CITY OF RENTON GALVANIZED STEEL I III III III III I III I I -III III=III I III=1 III -III III -III I III III= STANDARD DETAIL 237.0o AND 237.3o STEPS. SEE AUSTIN IE = 450.45 1 1=III-III- - - - - - --III - - - - - - I - EL=456.45 CO SPECS. DRILLED CAP PLATE ;< iI EL=455.45 3. METAL PARTS: CORROSION RESISTANT NON GALVANIZED PARTS PREFERRED. a - WITH 1.25"0 ORIFICE 6 THK GROUT ALL AROUND o =I� GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 6" MAX 450.39 IE =459 4r N COMPACTED II I �I ROUND SOLID DETAIL 'C' _ SUBGRADE 1 II 4. FRAME AND LADDER OR STEPS OFFSET SO: COVER MARKED I L II' A. CLEANOUT GATE IS VISIBLE FROM TOP. 'DRAIN' W/ Y N.T.S. LIFT GATE - SEE DETAIL'B' B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. LOCKING BOLTS I MH SERIES 200 -I EL=451.45 C. FRAME IS CLEAR OF CURB. RESTRICTOR PLATE WITH 0.750"0 TYPE 2 54" 0 8 SD IE OUT=451.45 -111 5. IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4" -�- - 2" MIN ORIFICE I�=450.45 E NEOPRENE -I 11=1 I I-1 I I III-1 I I-1 I I-1 I I-1 I I I-1 I I-, I I III I \ GASKET I-1 - III III I- I1 ;III ; 1=III=" 6. PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO z I II II II 1 I II SOLID WALL 6" HDPE CONCRETE WALL (MAXIMUM 3' 0" VERTICAL SPACING) 6" PERF. FTG DRAIN CONNECT PERF. PIPE AFTER GEOTEXTILE ° 00 IE IN=450.45 TO SOLID WALL HDPE BARRIER. 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM LIFT GATE CLEARANCE AS SHOWN CONTROL PLAN ROD SECTION 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH ° WATER DETAIL 'B' N.T.S. TYPE 9 MINERAL AGGREGATE PRESSURE W/ PORTLAND CEMENT RELEASE ASSEMBLY NTS 902HD Cultec System Section 902HD Cultec Flow Control Structure Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O J Q LL C) Ur M N � z O O W � � 0 O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ,'. -AV� of WAS�� �l I 39871 REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy i J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 902HD PLAN & DETAILS R-411014 C212 C C LL NTS Not Used NTS Not Used DocuSign ErtvOc3pe ID: 6EECF566-SC2A-4E4A-B436-A317AA63Be78 '- 4% 6', IT. CPR 24" ONE N3 BAR HOOP FOR 5' HEIGHT INCREMENT (SPADED EQUALLY). SEE NOTE I RECTANGULAR ADJUSTMENT SECTION Rs E3RR EACH CORNER l+3 BAR EACH SIDE iR& BAR EACH WAV PRECAST BASE SECTION 173 EAR HOOP #3 M EACH O[4FIE1 18 MIFF. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION URIPUBLIC WORKS DEPARTMENT Nkmov PIPE ALLOWANCES MAJIIMUTII PIPE MATERIAL INSIDE DIAMETER REINFORCED ORPLAEN 12, CONCRETE ALL METAL PIPE 157 CPSSP', ST13- SPEC- 9-05.0 72- SOLID WALL PVC, STD- SPEC. 9-05-i241 j 15 PROFILE WALL PVC, SPEC. 9-05,1?fZ) 157STO. camuGATf=D POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REEAR SHOWN IN THE PRECAST BABE SECTION, FIBERS IPLACE D IN ACCORDANCE WITH STAN LIA RD SPECIFICATION OR WIRE MESH IlAvmli A MINIMUM AREA OF CA 2 SQUARE INC HES PER FOOT SHALL BE USED W1T'H THE MINIMUM REOULRED RERAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NCT BE PLACED IN THE KNOCKOUTS AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVrNG A MhINIMUM AREA OF 0.12 SQUARE I INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE [TREATER THAN 2U'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2` MINIMMUM TO 2S` MA}(IMUM. PROVIDE A 1.5' MINI MUPA OAP BETWEEN THE KNOCKOUT WALL AND THE flLFTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAF WITH JOINT MORTAR rN ACCORDANCE VJIT14 STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT $HALL 15E 5 FEET 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1A-24V OR STEEPER. 5. THE OPENING SHALL 13E MEASURED AT THE TOP Of THE PRECAST 9A3E SECTION. 7, ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET t•1AS BEEN PLACED- USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-203R). 0. ALL GW05 RINGS AND CA571 NGS SHALL 9E SET IN MORTAR IN ACCORDANCE WITH STANDARD SPE.GIFICATIO! 3.44,3: THEN iVPLY MORTAK TO INSIDE AND OUTSIDE Of ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SKALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 11)FRAMF SHALL BE ADJUSTED TO PAVEMENT GRADE UY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINT$ SMALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. "LESS OTH�RVJ15E ►FOtEo, DRAINING 15 Nair TO KALI (NTS} STD. PLAN - 200.00 A?PR £s CATCH BASIN TYPE 1 GAZ 9/28/2018 nmc W-A.nn.. DAYS City of Renton Standard Plan 200.00 COR Catch Basin Type 1 DocuSign Envelope ID: BEECF55E-602A-4E4A-B436-A317AA638878 V MIN„ SEE T{JP OF BANK NOTE t ELEVATION 6` MIN. CONCRETE CURB, SEE STD- FLAN! 101 i' 1=RFROAR6 296 1 STREET TOP OF PONDING PRANSiTJON ZONE SOIL, SEE NOTES 2 AND 3 i 2"4' QE PITH ARBORIST VVDDD CHIP MULCH, SEE STD. PLMF 262.60 BIOETENTION SOIL MIX, SEE NOTE d 6' MIN., BEE NOTE I SIDEWALK, DRIVEWAY, OR V MINE. 1' � DRIVING SURFACE -1 FREE50ARV 14`11 TOP OF PONDING :010 _ TRANSITION ZONE SOIL. SEE NOTES 2 AND 3 2'-4` DEPTH ARDORIST WOOD cHJP MULCH, SEF STD- PLAN 20.61) L :r BiCRIETENTION SOIL MiX. SEE NOTE A BIORETENTION ADJACENT TO SIDEWALK, DRIVEWAY. OIL NOTES: 1. SHOULDEPAEVEL AREA WIDTH TO BE &INCH MIN- IN AREAS WITHOUT PARKING,. PLANTINGS ADJACENT TO PARKING SHALL BE SELECTED AN43 SPACED TO ALLOW ACCESS TO VEHICLES. 2. COMPACT TRAN$1TION: ZONE SOIL WME01ATELY BEHIND CUR8 TO 90%, MAX. STANDARD PROCTOR DENSITY (ASTM D698) 3, TRANSMOMt ZONE SOIL SHALL BE BICRETENTION SOIL MIX C]R AMENDED SOIL PER GENERAL NOTE I. 4. 14' MINIMUM BIORETENTION 30I11. IVIM PER STD. PLAN 262.60 TO TOP OF PONDING DEPTH GENERAL NOTES: L SOI L AMENDMENT'- SCARIFY OR TILL SUBGRADE TO 34NCH DEPTH. PLACE 3-INC,HES OF TOPSOIL CIN SURFACE AND TILL INTO 5-1WHES OF SrrF SOIL SCARIFICATION DOES NOT APPLY TO LINED FACILITIES, TOPSOIL $1 EALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS ANQ 5`k IN TURF AREAS. AND A pH FROM 6.1D TQ R.a OR MATCHING THE pFi OF THE ORIGINAL UNDISTURBED SOIL 2. BEE STD. PLAN 252.W FOR CURB CUTS. 3. FOR FACILITIES WITH LINERS, PROVIDE LINER ANCHOR PER WSOOT SPECIFICATIONS 6.29.3(2). 4. SEE CONSTRUCTION PLAtILS FOR SPECIOC PROJECT REQUIREMENTS - UNLESS MERWWISE NOTED, 4RAWiNG 15 NOT TO SCALE (WP STD. PLAN - 262.20 URI PUBLIC WORKS APPROVED; DEPARTMENT BIORETENTION- EDGE TREATMENTS GAZ 9/28/2018 R7. 51,1' 7ZOWHIn-qI IDATI NTS Bioretention - Edge Treatmetns .4S AI :45 AN DocuSign Envelope ID: BEE CF5BB-6G2A-4E4A-B436-A317AA638878 IF MAX, FOR MAINTENANCE CATCH BASIN FRAME AND VANE D GRATE PER STD. PLAN 2D4.00 RECTANGULAR OR C IRCULAR ADJ USTMENT SECTION i7W0 SECTItN4S MASC) MORTAR, (TYP.L, SEE NOTE 5 A'MIN. - 29- MAX.1f,' MA)(. FLAT SLAB TOP 90'. 120" OR 144' SEE NOTE B. TYP- - STEPS OR SADDER -_ 12' i1-YP,) ' F 1-M.IIN- 'O' R1NCy Zd" 2.5 MAX. REINFORCING. STEEL, nWP MIN 1JAY 12' r GRAVEL 1KFILL FOR PIPE ZONE 12 BEDDING PER W3DDT STD. SPECIFICATION SECTION "3.12(3) 5' TSEPARATI0A$E INTEGRAL BASE PRECAST PRl_CA,ST WITH RISER NOTES; i. FJO STEPS ARE REQUIRED WHEN HEIGi rT IS 4' OR LESS. 2. THE BOTTOM OF TILE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING 3. THE RECTANGULAR f RAME 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 2.9" MAXIMUM. PROVIDE A 1.5- MINIMUM GAP BETWEEN THE KNOCKOUT WALL AkD THE C'UTSIOE OF THE PIPE AFTER THE PI PE L9 INSTALLED, FILL THE GAP VyFTH JQI%T MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3- S ALL CWtAOE RINGS. RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE 4WTH STANDARD SPECIFICATION 904.3 5. WHEN CONNECIINC to A NEW PIPE- USE A KLMnLE CONNECTOR (1{01R� 4-SEAL BOOT WIT4 CORRUGATED PIPE ADAPTER OR APPROVED EQUAL]. WHEN CONNECTING TO AN E%I$TI 11f3 PIPE, USE A FAB.RICATE0 SAND COLLAR OF THE SAME MATERLAL AS TiiE CONNECTING PIPE 7'. MORTAR SHALL BE MIMED ANt3 APPLIED PER MANUFACTURER'S DIRECTJONS B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME. IS FLLFSH VYPTH PAVEMENT AS DETERMINED WETH A STRAIGHT EDGE OF BUFF ICI£NT LENGTH 9. ALL MORTAR JOINTS SMALL B E TRI MMED FLUSH AND AFmAiN VISIBLE UPON COMPLETION. CATCH IIASIN DIMENSIONS CATCH BASIN DIAMETER MIN WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT Sl2'E MINIMUM DISTANCE BETWEEN KNOCKOUTS 49' 4' 6' 39 8' sw 4.5' Er 6Z' 9` bir 5' 8" 4r 8' 8' 86" T2" 96' B' '12" J3M' 12" 120, TIJ' 12^ 144' 1 12' 1 12" 1 IEEE` 1z' PIPE ALLOWANCES CATCH BASIN PIPE MMATENJAL WITH MAI[IMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL cpasPi SOLID WALL PYC 2 PROFILE WALL PYC t 40 24" 10' 2d" 30, 30. 51" m" m" W' m" '_L D_.. M. 35" 42" M. 42' 42" 72" 42" yT" 42' 48" 148" Ltd" `.r4" w EA. w 4,9' 95" K" 72' 30' 48" 48" 121r Be- M. SO" 4a" 48" 144- 178` W" [i9" 4$" 4R" CORRUGATED POLYETHYL ENE STORM SEWER PIPE (STD. SPEC. 9-05.24) ' STID SPEC. 9-05 T211 ] 'STD. SPEC. 9d15.12(2l UNLESS OTHEkMSF IiOYEP, pRAYONG IS'NOTTOSiCALE (HIS) STD. PLAN - 201.00 PUBLIC WORKS URI DEPARTMENT CATCH BASIN TYPE PR GAZ 9/28/2018 F.LYc SVou ,Umi.slrxu DATE City of Renton Standard Plan 201.00 COR Catch Basin Type 2 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE STANDARD PLANS 110, 110.1, 110.2. AWL)11i FOR PAVEMENT I RESTORATION REQUIREMENTS SURFACE= RESTaRATION AS SPEUREO IN CONTRACT DOCAJMENTS I 12" MIN EXISTING PAVEMENT SURFACE � 5" MJN.. SEE NOTE 4 NEAT LINE TRENCH I "CRUSHED SURFACING TOP COURSE" PER WSDOT STD SPEC 9 {}3-9(3L, COMPACTED TO 95% OF MAXI MUM DENSITY � O 'GRU5HE0 $iJRFACkNG TOP CQURSF' PIER WSQQT STD SPEC 9 L13-9{3j, "E3RNK RUN GRAVEL FOR TRENCH EACFSFILL" PER / +VSDOT STb SPEC 9.43.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9.03:14(i), COIARAcTEb TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR + SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE I � PIPE ZONE BEDDING AND RACKFILL I PER STD. PLANS 220.60 AND 220.10 SEE NOTE 1 UNPAVED ARE A$ I PAVED AREAS I NOTES: 1 SEE W50071APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTIi 2. EXCAVATIONS OVER V DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 29Fr155 PART N OF THE WAC 3. MAXIMUM BACKFILL DEPTH A130VL PIPE SHALL NOT BE EXCEEDED, AS DETERMI RED BY PIPE MANUFACTURE R. 4 IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE 13ACKFIU DEPTH ABOVF PIPE Zoo. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERW*F NOTE❑ BRAWIN1i 15 NOT TO SCALE (Ears: STD. PLAN - 220.20 URI PUBLIC WORKSII TYP#CAL TRENCH AND BACKFILL PR 9/28/2018 DEPARTMENT AZ FAfc Wu Awa„d- DArk NTS Typical Trench And Bac1d" : 4 5 AI : 4 5 AP DocuSign Envelope ID: 6EECF566-602A-4E4A-5436-A317AA638878 I- FLAT FACE GOTHIC DIA t s 0 STORY J7 4' IaUoo -IgrIDIA I0.112" DOA (2) &8"•t$ SS SOCKET MEAD CAP 15' DLA (1} OPEN PICKHOLE I' sCREVYIALLENHEA0)WArwSIiAs ON A 8" UTA BOLT CIRCLE �••� 9.13116"DIA I•�- }1� 51s" COVER SECTION CAST IRON FRAM r= AND PAVED AREA (TYP. ) COVER, SEE NOTE 3 EXTEND CDTA315]LPONDI R 2" ABOVE D1:SICaN PC]NDI MG I I ELEVATION OR PER PLAN FERNCO GASKETED QUIK GAP OR SIMILAR q DESIGHI PONDING ELEVATION 4' STRFAMBEi3 C098LES g CLASS -B" PER YJSDOT 9.03 11(2I ASPHALT, SEE M07E 4 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) [] CLEANOUT RiSEPL SEE NOTE 2 SOIL TIGHT 4S' BEND - WVE SOIL 7KaHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLEC7C]R, OR ROOF DRAIN COLLECTOR PIPE SEE NOTE 1 " " . s. .- \, IIIII llrl TO OVE RFLOVV STRUCTURE OR $TORM MAIM s MECHANICAL PLUG OR CONTINUED CCWNECTION TYPICAL CLEANOUT CONFIGURATION Tilly, 114 1 -1I; CLEMCOUT RISER, . SEE NOTE CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE fi-INJCHES MINNUM PRIVATE. 8-kNCHES MINIMUM PUBIC UNDERORAIN PIPE PER STD PLAN 262.1a 2- CLEA,NOUT RISER SHALL BF SAME 512E AND MATERIAL AS CONNECTED UNDERBRAJN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN CBLJ ECTOR PIPE. 3 FRAME AND COVER SHALL BE EJ PRODUCT NO )036754WQI OR APPROVED EQUAL. COVER TO BE LOCK114P WITH ALLEN HFAV BOLT, MARSFU 'STORM - A. FOR CLEANCUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETEMION PONDING AREA, POUR S' THICK 2'x7 SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL NAVE A M1NiMUM COMPRESSIVE STRENGTH OF:30U ESL. GENERAL NOTES' 1. CLEANOUI'S FOR UNDERDPA1N, FOOTING DRAIN COLLECTOR- AND ROOF DRAIN COLLECTOR PIPES SHALL BE 1NSTALLF0 AT A MINIMUM OF EVERY 100 FEET, AT EVERY 9D bEc4zEE oR SECOND 45 OEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END or AN uNbERDRAIN P€PE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEAKOi75 SHALL BE INSTALLED TO ALLOW FOR MAINTEMA14CE ACCESS TO ALL PIPES 2 ALL FITTINGS TIN GS SHALL BE SOIL TIGHT 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF MORE TENTION PDNOING WHERE POSSI'SLE 4- CLEANOLFTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLE$$ OTHERWISE APPROVED BY THE CITY - UN LES6 OTHERWISE NOTED, LDRAWMG 15 NOTTO SCALE (NTSI STD. PLAN - 226.00 PUBLIC WORKS A°PRavw: IR-3 DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 nnlc wms,.essln5lnmv SATE City of Renton Standard Plan 200.00 Storm Drain Cleanout DocuSign Envel❑pe ID: 6EECF5BE-602A-4E4A-B436-A317AA638878 SEE NOTE 4, LIMIT OF PIP€ 2QNE PIPE ZONE BEDDING AND 111 BACKFILL, SEE NOTE 6 V. O.U. FOUNDATION LEVEL 4 FOUNDATION MATERIAL, IF REOU IRED, SEE NOTE 9 FrLEXIELE PIPE ®GRAVEL 9ACKFILL FOR PIPE ZONE BEDDING JWSD.OT 9-43.12(3}} OR MAINTENANCE ROCK IVVSDOT 9-03.9(4)) FLEWDLE PIPE NOTES; I PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2, HAND TAMP UWDER HAUNC8ES. 3. DIRECTLY OVER PrPE HAND TAMP OPRLY. 4- SEE STANDARD WSDOTiAPVVA SPECIFICATIONS SECTION-2-09.4 FOR TRENCii WIDTM. 5, PIPE ZONE BEDDING AND BACKFII-14 MATEREAL S1iALL BE PLACED IN B" LOOSE LAYERS AND COMPACTED TO 95°f MAXIMUM DENSITY S, EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR 8 PER STANDARD WBQOTJAIDWA SPECEFICATIONS SECTION 8.43.17. PIPE TYPE MINIMUM PUBLIC? PRMVATE� ALLOWED IN ZONE I Cuk*-R Im OF THE APA7 LINE CORRUGATED POLYETHYLENE PIPE ILCPE) 20 YES YES YES CORRUGATED POLYETHYLENE PIPE (C PE) -TRIPLE WALL 2 o YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.1E YES YES YES SOLID WALL HIG+1 DENSITY POLYETHYLmE.NE PIPE (NDPE) 2.0 YES YES YES 13"ETER MI NIMUM : DISTANCE HI±TWE€N BARRELS 12' TO 24' 12' 30' To 9a" DIAMETER! 3 102, TO 1 FJ6" Q. VNLESS MERY45E NO'rFp. QRAWiNG 15 Not ToxAl1: rFrts: STD. PLAN - ZZO.10 URI PUBLIC WORKS PIPE ZONE BEDDING ANC uPR G f):9J28/2018 DEPARTMENT COMPACTION - FLEXIBLE PIPE F-u. wms,Vasu.uvru DAYF. :45 AP 1 :45 m. I NTS Pipe Zone Bedding and Compaction - Flexible Pipe 8 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O 0 c"' UZ o 0 �U � � Q co � Q Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: ti��oN WAK�� Q 39871 REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS i J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 CITY OF RENTON GRADING & DRAINAGE DETAILS R-411015 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C213 T1 1 1 I I z GEOTEXTILE LINER TO WRAP CHAMBER SYSTEM SEE DETAIL .............................................................................................................. .................. ............................................................... .......................... .......................... .......................... .......................... ..................... . ...18.. . CC2100 Section A (E-W) Vertical: 1 "=5'; Horizontal: 1 "=20' STRUCTURAL FILL (TYP) Llo MC-3500STORMTECH w � 460 EXISTING: GRADE i FFE=460.50 CHAMBERS 460 I. II I II I. I SEE DETAILS ON SHEETS . ..................................................................................... ....- .........- .........- .............................. ... .. .................................................. ............... 11 C 1T11-1 C 1T11-1 C 1T11-11 Tr 1 r 1 C291 AND C212 F= -] rl=T IT=P 455 l: I 1455 -I- _I -I -I I -I -I -I -1 -I - �o 1 ............................-�..�.1.- ....�1.. .- ....�j..�.I.-I.�..I...........1.-�.�..1................._............................................... ..... ..I:............... I EXISTING -I STRUCTURAL FOOTING SHOWN BioEiLTRArion I- SWALE Aid EXISTING SUBGR4DE FOR REFERENCE ONLY - I Section B (N-S Vertical: 1 "=5'; Horizontal: 1 "=20' =4 I Bioretention Grading Section Vertical: 1 "=5'; Horizontal: 1 "=20' =1 55 Ditch Section Vertical: 1 "=5'; Horizontal: 1 "=20' �v MATCH EX rr GRADE ,D / I � l"J L I Z g I, X I 467.64 (EX) r .�I 11 I� 4 3 (E '° V I N I I iO o X J c� I� r 9 1` / x / 0 / / o ,0 / 2' T�L \ --A 466.78 46 .75 / W SURFA� / 0 / TC 467.1 / BC 46 CX�X) �o � LANDIIy� w / 9�°9 b o ,o U) x/ 0 w 9°99� i / CONCRETE CURB (.0 ° °'U Q AND GUTTER TC kk�2 SEE DETAIL (� BC C311 E CD ,-� (_0� 9 / SINGLE DIRECTION ADA 76,Q / RAMP PER WSDOT C0 6.43 I � / STANDARD PLAN F-40.16-03 C0 �I X / X �Y'/ x � � i cal N M M � Ln -0 MM SINGLE DIRECTION ADA I d RAMP PE SD � STANDAF N F40.1 - 3 \� x 416 6• 0 2'DETECTABLE WARNING SURFACE 'L TC 466. 0 (EX) •� BC 466. 0 (EX) \ CURB CONCRETE CURBn AND GUTTER SEE DETAIL (3:) 00 0 °° °°° o LAN* TC 466.88 ( 4 .49 BC 466.38 (EX) _+ o �mz b 00 �� �466.53 � J =;i / 4.9' I �0 o° - 9� x 466.87 D �a I 466.93 ° °°°� �� LO I 1.80 I I r a �•2 � 467.34 CAI ° o II a � W m 7 0 (EX) i 467.50 (EX) I I � LI MAT. H EX I G E I �I I I II ADA Ramp Detail #7 1 "=5' CURB RETURN DATA BOTTOM OF CURB ELEV TOP OF CURB ELEV PC STA 17+54.46 (21.4' RT) 466.62 (EX) 467.12 (EX) R: 14.9' 466.68 467.18 T A: 44°37'47.4" 466.66 �1/4) 1 /2 466.66 �1/4� 1 /2 L: 11.59 466.62 3 4 466.62 3 4 PT STA 17+49.09 (31.4 RT) 466.43 466.76 PC STA 17+19.06 (21.8' RT) 466.38 (EX) 466.88 (EX) R: 15.2' 466.49 1 /4 466.89 1 /4 A: 43°28'47.0" 466.44 1 /2 466.44 1 /2 L: 11.52 466.38 3 4 466.38 3 4 PT STA 17+24.12 (31.8' RT) 466.10 466.60 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z Z) O� � LU Z � Z 0 � U)W w Ury J Q LL Co N C) N COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS **AAA &_ 1'. -AV OF WA SDI 39871 w� REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com I (425) 454 0566 902HD PLAN AND DETAILS R-411016 C220 T1 1 i I U) SD sill I I �I' - 465.85 EX I D 0 D \ C� n, O DETECTABLE WARNING SURFACE SEE DETAIL CO DETECTABLE WARNING SURFACE SEE DETAIL C310 O� O TC 465.53 (EX) BC 465.03 (EX) i x� I I 465.44 I / sr PROTECT v X POLE x o � • 000 �4 5. o b 0. A 11 I � SD 463.481. 46 05 '0 QJX / 464.98 �LV- 1( TC 465.34 / BC 464. 4 X / � M / I \ 465.36 1 , - 1 \ I �x �x \ 1 I x< I-l. � v 4. 1b/ r: x �x LL `fix \, 0 2.5 5 10 SCALE 111=51 SCALE 1"=5' ADA Ramp Zg Lv 5. 0' TC 466.50 EX MATCH EX I 466.84 EX BC 466.00 (EX) GRADE 0.8% I 466�.80` o LANDING \ I 6.51 b D0� �X L0 cc) ti T� � x 7L LQ 'L�O N4.D/ o BC 466.43 466.26 EX 466.38 DETECTABLE WARNING SURFACE SEE DETAIL CO w w Q co DETECTABLE WARNING SURFACE SEE DETAIL 1 C31 =� \ 466.24 (EX) \ = TC 466.73 _ \ BC 466.23 \ L II �Z 9 QOT I (-O I d`" I � IIU I TC 446.85 E I BC 446.35 (EX) 466.96 (EX) , I 0 2.5 5 10 SCALE 111=51 / / I / I / I� BC 462.11 O- I x q!h , 1 � TC 462.73 / J BC 462.23 I 462.42 j x00 I 462.41 0000 ' r O 00 000c 0 0 b 0 1 DETECTABLE WARNING SU° 0 0 0 0: SEE DETAIL /'a1 _ .v 200 .41)2_. 466.91 5.0' 7.2 0 466.55 Id` C6 o LO > BC 466.02 I BC 466.32 • TS Not UseNd 3 Not UseNd 4 I I / TC I / 466.6 Rr.� SCALE 1"=5' NTS NTS ADA Ramp 6 Not Used 7 Not Used 8 X 4.63.37- p i _ / , �/ / / u-------•r �. ---- X - O l D 1/ / C' - - D _ V - I X / D / X D 9 D 462.52 • D / / x / �yl x X 0 O / 462.40 X Q •q D r co \ 462.02 - 1. 5 °IdJ 1 - O TC 462.40 y - - TC 463.03 / �4 4 l, / BC 461.90 O - - - - BC 462.53 -- GRADE O BREAK C / _ O X / �. ,f' 1'' V O /. 4E O x /' / / x O - �' I �. I f / I f: . ':: 0 2.5 5 10 ADA Ram 5 12 P SCALE 111=51 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service USA g 9 � COPYRIGHT (D 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z 0� 3 U� Z � z 0 � U)W w LL U� J Q LL Z O ~ 0 (D C') N U Z o � 0 N �U � Qr w � 0 � Z o O CU COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS 0 WASDI 7 1!� I_ - � W� 39871 ssloNaL A pk/1 / REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 IBellevue,WA 98004 1904 Third Avenue, #330 WA 98101 I Seattle, Ba IisArchitects.corn 425 454 0566 Y ( ) I RAMP GRADING DETAILS R-411017 C230 C V- V- I C 1 i ri v 465 465 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:........................ -------------------......------................... - . . . . 460 EX GRADE 460 :.......................:................................-..-..-.�.-............................................................................................................ ..................... ................ ................... ..................... ..................... ....-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.... ....-------------------------------------------------------------------------------------------------------------------------------- �.� : I : I -�:� / :- _ _ _ _ : ;. -I--�- ------ - ----- :EXCBIYPEII-48"---------------=-- --- -- I : I - --- ----_ 7---�-� ' PROPOSED GRADE I : I : R1M=460.73 I i : 1E=453.80 6" PVC(IN)E ,� GAS X'ING : _ - � 455 I I 1E=451.69 15 P�C(QUT)E • 455 I : I : C8 TYPE 11 \ I .....................I...:..I....................... ................... ..................... ..................... ..................... .......... .................... .............. --------------- ------. ------. -------------------- -------------------- -------------------- -------------------- -------------------- . ----------- -------------------- --------- ------------------... ....---------------- -------------------- -------------------- ......-------------- : IN : i 0 i : : : : : 4" WATER : 8" STORM X'ING X' G I I 3" WATER X'INGJ IE=455.54' 6" WATER X'ING = - - _ _ - _ - IE-452.44 I 69�LF 15" PVC IE=454.74' - - - _U_IJJJ///��� _ _ ° IE=454.51 _ : @z�@%-2.2/° 8" WATER X'ING - - - - - - - - - - - - - �U 450 i i :179 IE=450.83------- -- ------------------------------------ 450 I:I :........................................................................................................................................................................................ ..... ..................... ..................... ....---------------- / : : : : : : VC @ 9°f�1.7% S"-SEWER-X'ING 1 EWER X ING LF 15.p. ;. L_J : 2' 5 BOTTaM=450.93 IE= 1.15 �:12"SEWERX'ING 146 LF 15" PVC @ 4-6%1,1% (ASSUMED) = = IE=449.60 48 LF 15" PVC @-1.3% :(ASSUMED) 445 445 :. 14 7 LF MWS-L-8-16-V-UG-HC : : MODULAR WETLAND SYSTEM FOR WATER QUAILTY TREATMENT 440 :SEE DETAIL 10 # 62 CB TYPE II - 60" : : : 440 C210. _ :1 :........................................................................................................................................................................................................................................... ....... ..................---.--- ,.,1 RIM: 45939 459 58 .: :. 5 15"(IN)N -48" - : 5 15"(IN) - IE E 44 .58 = # 46 CB TYPE II -= IE- - W 446154 : RIM'�455.58 # 16 CB TYPE II - 48" IE 6.45 15"(OUT)E 446.54 : IE= 9915"(IN)W 444.87 RIM 8 455.38 ;I : IE=444.9915"(OUT)SE 444.87 IE -4443415"(IN)NW 444.26 435 :I W/ SOLID LOCKING LID IE=-#�3415"(OUT)S 444.13 :............................................................................. W/ SOLID LOCKING LID # 15CB TYPE II - 60" 435 R1M456:04 -- :I IE=41.9�15"(IN)N 441 5 Sto r'm Profile I :1 IE= �8"(IN)S 449.4 :I IE=4.39.06 8"(IN)W : V:1 =5 , H:1 =20 _1 IE=4:93.06 EX 15" (OUT) E �� W/ SOLID LOCKING LID - ................................................................................................................................................................................................................................................................................................................................................................................................... .......................... ........................................................................................................ .......................... .......................... .......................... .......................... .......................... :......................... -----------------------------------------------------------------------------------------------------------.--------------------------------------.. :� --CONf�ECfiTO-EX- -�- 10+00 11 +00 - - - -12+00 - - - - - - - - - - - - - j 13+00 14+00 15+00 STORM MAIN 16+00 1 16+40 ___----- ------ 1 465 �---- 465 1 ......................................................................................................I.................................................... 460 460 1 l.................................................................................................................................. 1 1. PROPOSED GRADE I: 460 is 460 470 470 470 470 .................................................................................................:...............................................::........................:.................................................. . : . wt===== ............. .................. ........ ..................... ..................... ___-rr� -- --- 1 r:EX GRADE I 455 ; : 455: :465 : PRQPQSE°:GRADE 465 : :465 465 : 1 : ................................................:..............I......I.....:...............................................:.......................::........................:........................:.......................:.................------ _ ----------------- ----------------------- _ . : : : EX GRADE PROPOSED .......EX.. DE.... ..................... .................. 1 I : 8 LF : : : GRADE 8 1 ----__-�-- GRADE PVC@1.1% I . �\ _ \ 1 : - I I ---_ I I I 4 4 460 = 46 4 50 50 -460- = 0 60 I I 445 445 : I # 79 SDCO R I M--461.7 461.76 Q 1 : 445 : CONNECT TO EX SDMH : 26 LF 15" 445: :455 8 IE_458.95 6i'(IN}RFNE 455: :455 455 :.......................:.. ...........:.......................:........................::.......................:........................:........................:..................---- IE-.458.95------------.------. .... ............. PVC @-1-g% 6.(-QUT�W # 11•EB•TYPE•1• O # 36:CB TYPE II - 54 IE=446.7? 15"(0[xT)SVr! 440 . 440 : : 0.7% y : RIM=$fr21-2462.14 RIM 1-456.1.6------: --- : : : 36 F 6 PV 8-6`f6 458 26 IE-56-G�8" INN 50.-458.35 8°(OUT IE- )E IE=451.42 8"(IN)E 4 68 # 55 CB HYPE II - 48" I :-SDUHRIY= .# 62 CB TYPE II ' 60 8'9°/ W/ VANED GRATE :R/M=458.01' : . RIM- 459.58 1 SEE DETAIE : 1 IE=451.42 8"(IN)W : RIM=456-�0 456.25 I :lE(N) 15'CONC=446.71.' : IE=446 4r15"(INjNE446.5440 450 1 450 450 _ 450 " 1 " `i - IE 3 8 IN W 443.05 . C213 IE-"6T8 OUT 44 .63 440 ( ) S 8 :lE(S) 15'CONC=446.7F................................................. IE--.#fr s•15"(INJW 4.... 4............::.............................................. ..................... .......... I.....----- ----- ............. .`�.............. 1 ...... . IE'#�8-5 8" INN 448.71 :.........................YE(W) ' 72 CUNC=446.9U _ I : : IE515"(OUT)E446.54 I -8"(OUT)E442.9-1----J-- : : : : : : : : W/VAN GRATE Storm Profile 3 1 Storm Profile 4 1 : 1 ED 1 1 Sto rl'1'1 Profile 6 I V:1 "=5', H:1 "=20' 1 V:1 "=5', H:1 "=20' I : \ 1 : : : : : : - - - V.1 "=5', H:1 "=20' \ : 1 I ..............................................................................................................................................................................................................:.......................................1..... =................................................................................. ................. . �.. : : \ : : : 0+00 0+80 10+00 � 11 +00 10+00 1 10+60------------------------------------------------------------------------��------------------...... 1 10+00 \\ 10+60 1 1 \ I 470 1 470 J 460 \� 1460 ----------------J.....--------------------------------------------------------------------- •------------------------------------------------------------------------. -------------------------------------------------. •--------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- - :I - f C I - - � - - : PROPOSED GRADE 1 :I - I 1 465 I 1 465 :455 . 1455 :I :........................:........................:........................:.......................:........................:........................:........................:........................:...................... ..................... ..................... ..................... ..................... ................... ..................... ...------------------------------------- ------------------. --------------------------------------------------------------- .-------------------------- ....---------------- ----- ------ .. GRADE .---------------------------------------- --- : : : : : : : - - - - - - I 1 :E _ _ _ PROFOSED GRADE EX GRADE i 1 _ - - - - _ _ _ - - ____ GAS X ING- 1 q 460 _ ___, ------------- �___ _------------------------- ----____--- 460 450 0 ��FB 50 .......................:.........-..........-................................................. :..................... _ ..... ..................... ....................----------------------------------------------------. . .:1111, ° = =----- :---------- ----- --- . 48 LF 8" Dl @ 4.9� 1.2% �..... C @ :33 - - - - 902HD CULTEC Q 89� LF 8" pl @/° 1.1% 1•p% _ _ CHAMBER DETENTION :32 LF 8" CPEP @ 4-�/� 53 LF 8"CPEP 2.1 % SYSTEM. SEE SHEET 36 . rl @� 86 LF 12" PVC @ 1.0% - �FB, pl/ . ' S GF 8" CPEP Q _ 0 - - - - C251 FOR DETAILS - C �� ° - - - 455 %� @2.4% EX 12" SD J 455: :445 3, 45 :.............................................................................................:........................:.......................:........................................... ............... ..................... ...... ........... ..................... ..............--.... ................ .....................---------- ------------------------------------------------------------ . ----------.------------------.-------------------- --------------------------------------------------------- .................. EX 8" WATER X'ING : IE=456.74 # 32 CB TYPE I : # 73 CB TYPE I MWS-L-6.33-V-UG RIM=#69�3460.83 # 8 CB TYPE I RIM=466�4460.45 : # 60 CB TYPE 11- 54" MODUE_ AR WETLAND 54 LF = # 61B TYPE I : IE=458 69 8"(IN)fW 458.07 RIM=46�6�459.91 : IE=#5638" INN 456.30 -� : : EI �8 45$.466IDIRECTIONAL 8 PVC@ 0 ( ) # 7 CB TYPE II - 48 - # 9 CB TYPE II = 48" - 50.45 8"N (BIDIRECTIONAL) SYSTEM FOR WATER 450 RIM=62-68 462.77 IE=458-69 8"(OUT)E 457.97 IE 2 8"(IN)W 456.66 IEfi �8"(IN)E 456.30 : RIM61-�1-461.43 : QUAILY TREATMENT : 4 �% IE=8-5�8"(OUT)SE 45$.65 WI VANED GRATE IE=-562 8"(IN)NW:456.76 : RIM�455.99 450 440 IEE8"(OUT)E 450.39 40 : - - 455.75 IE-98 IN N IE- T 4 SEE DETAIL 4562 8 OU S 56 30 - 8 O :.......................................................................:................................................:..................................................................:.....................................................(......)......................................:................ = WI VANED GRATE :SEE DETAIL 2: : IE-8"(OUT)S456.64 IE=#55 76"(IN)E 45.75 1E- ~1Fr8" JN W-453:93 FLOW CONTRt�L STRUCTURE WI VANED GRATE : LID :=45&3.3�12 (IN)N 453.97 WI SOLID LOCKING � SEE DETAIL C� WT- : : : : I VANED GRATE : SEE DETAIL %2 IE 12"(OUT)S:455.75 _ IE=464.93-12" QUT SE 453.97 : SEE DETAIL C� # 56 CB TYPE I SEE DETAIL 2 C213 W) VANED GRATE : ( ) RIM�4J9$r459.95 : C� _ W/ SOLID LOCKING LID 18 LF 8" ° C�i # 55 45 TYPE II - 48" IE=4 88 8"(OUT)SE 457.75 �� PVC @:0.0% RIM=4.73 8 (IN)W IE3 8 (IN)W 443.05 - 445 Wl1/ANED GRATE : 445 : : 43 5 # 21 CB TYPE II - 48" IE=448398"(IN)N 448.71 : 35 #15CBTYPE11=60 .......................:........................:........................:...............................................:......................................�.......:........................:........................:........................:........................................................................................................................... ..................... ..................... ..................... ..................... ..................... ..................... ..................... .... .............. ..................... ..................... ...... IR .. ..................... .................. S DETAIL - -$ glp WI VANE RATE 44291 _^1541N N SEE D L( 1 : : RIM 04 - : RIM _ 4 f:::� J, N c� IE=450. (- IRECTIONALWS D:G : IE= ( ) 441.85 Storm Profile 2 Storm Profile 5 IE=450.45 8"{#PdjN(BIDIRECTIOfAL)W : IE=459-�8"(IN)S 449.49 IE=450.45 8"(1N) - N IE=439.06 8"(IN)W 440.67 V:1 "=5', H:1 "=20' V:1 "=5', H:1 "=20' IE 8" (PUT-)S(IN)E 450.42 : IE=439.06 EX 15° (OUT) E W/ SOLID LOCKING LID - - . : IE=493.06 EX 15 (OUT E -----------------------------------------------------------------------------------.---)--------------- . 10+00 11 +00 12+00 13+00 13+60 1 0+00 1 1 +00 C SOLID LOCKING LID 1 1 +80 CONNECT TO EX STORM MAIN COPYRIGHT O 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O �-- p 0 "O U0�Z o D 0 > N O�U Ill- VJ U ^ W O� --, O� O Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KN K DRAWN BY: • REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 1 Seattle, WA 98101 BaylisArchitects.com 1 (425) 454 0566 DRAINAGE PROFILES Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411018 C240 rAk T1 CULTEC RECHARGER 18OHD SPECIFICATIONS CULTEC FC-24 FEED CONNECTOR SPECIFICATIONS GENERAL GENERAL ° LARGE RIB SMALL RIB CULTEC HVLV (HIGH VOLUME, LOW VELOCITY) FEED CONNECTOR POLYETHYLENE CHAMBERS ARE DESIGNED FOR-3'... °. CULTEC RECHARGER@ 180HD CHAMBERS ARE DESIGNED FOR UNDERGROUND o END DETAIL END DETAIL UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED TO MANIFOLD CULTEC RECHARGER _ 3:, � ° ° PAVEMENT OR FINISHED GRADE r �.•" *k STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, MODEL 180HD CHAMBER SYSTEMS FOR RETENTION, RECHARGING, DETENTION, AND CONTROLLING THE FLOW OF , t •.;f :;:-•,':•;.. - , . MODEL 180 RHD STARTER LL ON -SITE STORMWATER RUNOFF. `"r• `%`: '':' °_ o O DETENTION OR CONTROLLING THE FLOW OF ON -SITE STORMWATER RUNOFF. UNITS ARE USED AS SINGLE CHAMBER PROPERTIES -if ° o STAND ALONE SECTIONS. 0 ' , -: :�• PAVEMENT SUB -BASE (WHEN APPLICABLE) CHAMBER PARAMETERS :>•:• MODEL RHD 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT (203-775-4416). r: i •;', low 0� MINIMUM 95% COMPACTED FILL I.I.I 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. 2. CONTACT CULTEC, INC. AT 203-775-4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. o =•-:- •- M (203-775-4416 OR 1-800-428-5832) Alp ;:, t ,•:•:••,:,,: 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC FEED CONNECTOR SHALL BE 12 INCHES TALL, �•�(, ._ .:•-.: ••• _ � M I;I• " ` °• • - + CULTEC NO. 410 NON -WOVEN GEOTEXTILE Y.1 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT 16 INCHES WIDE. THE HVLV FC-48 IS 54 INCHES LONG. THE HVLV FC-24 IS 24.2 INCHES LONG=';�-;�`-.Si•:> =••: iy^,<�.-:,}=•;t:'�:':%:�.-.;� : AROUND STONE. TOP AND SIDES MANDATORY, HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE t = i':# F° 4' :.i` _ BOTTOM PER ENGINEER'S DESIGN PREFERENCE _ 0 4. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE 0.819 CF/LF. EXTERIOR. V 5 THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY LLI Z MODEL 180 SHD STARTER 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR. CULTEC HVLV FC-24 FEED CONNECTOR UNITS ARE USED W V W WHERE SPECIFIED TO BEGIN A LINE. MODEL SHD 4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 6. THE HVLV FC FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS, AND LLI I- LEI Ill HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF o 0 V m 5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. THE RECHARGER 180HD. go, < CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO 7. ALL CHAMBERS SHALL BE ARCHED IN SHAPE. o o 6.0 INCH MIN. DEPTH OF SEPARATE COUPLINGS OR SEPARATE END WALLS. ( 1-2 INCH WASHED CRUSHED o o o a o o 8. HEAVY DUTY UNITS ARE DESIGNED ACCORDING TO AASHTO HS-25 LOAD RATING (40,000 LBS. /AXLE) WHEN STONE ABOVE CHAMBERS 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER@ 180HD SHALL BE BURIED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 20.5 INCHES (521 MM) TALL, 36 INCHES (914 MM) WIDE AND 7.33 FEET (2.23 M) LONG. THE 10.0' MIN. CULTEC RECHARGER 180HD ® ® ® L L,L 9. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE ALONG THE LENGTH OF THE CHAMBER. CULTEC NO. 4800 WOVEN GEOTEXTILE HEAVY-DUTY CHAMBER MODEL 180 IHD INTERMEDIATE O � INSTALLED LENGTH OF A JOINED RECHARGERO 180HD SHALL BE 6.33 FEET (1.93 M). PLACED BENEATH INLET PIPES 10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. UNITS ARE USED AS MIDDLE MODEL IHD Cl? 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 15 INCH (375 MM) HDPE. J. 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV& FC-24 FEED ?M C SECTIONS TO EXTEND THE CULTEC NO. 410 NON -WOVEN GEOTEXTILE 7.5'MIN. ( LENGTH OF A LINE. V GEOTEXTILE CONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE O.D. IN THE CULTEC NO. 410- NON -WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR@ AND RECHARGER@ CULTEC N0. 4800 WOVEN CONNECTORS ( W Z PLACED BENEATH FEED CONNECTORS 12.0 INCH MIN. WIDTH OF 1-2 INCH WASHED SIDE PORTAL IS 12.25 INCHES (311 MM). STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE. o CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS J 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV@ FC-24 FEED CONNECTOR GEOTEXTILE PARAMETERS SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (614 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR o ( 6.0 INCH MIN. DEPTH OF V MM) LONG. 1 800-428-5832) . ( 1-2 INCH WASHED CRUSHED 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER@ 180HD CHAMBER SHALL BE 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M). ( STONE BENEATH CHAMBERS MODEL 180 EHD END UNITS MODEL EHD Z m 3.445 FT3 / FT (0.32 M3 / M) -WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A o 0 0 ( ARE USED TO END THE LENGTH W 4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTING SINGLE RECHARGER 180RHD STAND ALONE UNIT SHALL BE 25.25 FT3 (0.72 M3) - METHOD. OF A LINE' I� WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER@ 180EHD 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD. PIPE PER ENGINEER DESIGN. LU //Z^� W PIPE TO BE INSERTED 12.0 INCHES MIN. INTO CHAMBER. V AS AN INTERMEDIATE UNIT SHALL BE 21.81 FT3 (0.62 M3) - WITHOUT STONE. THE 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING MAXIMUM PIPE SIZE: 0 NOMINAL STORAGE VOLUME OF THE LENGTH ADJUSTMENT AMOUNT PER RUN SHALL METHOD. 15.0" HDPE BE 3.445 FT3 (0.32 M3) - WITHOUT STONE. 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTING 15.0" PVC a Q `U 11. THE NOMINAL STORAGE VOLUME OF THE HVLV@ FC-24 FEED CONNECTOR SHALL BE METHOD. 0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTING 180HD 180HD METHOD. 2.O CULTEC RECHARGER 180HD HEAVY DUTY PLAN VIEW 30 CULTEC RECHARGER 180HD HEAVY DUTY END DETAIL INFORMATION 12. THE RECHARGER@ 180HD CHAMBER SHALL HAVE SEVENTY-EIGHT DISCHARGE HOLES 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL METHOD. CONVEYANCE OF WATER. 10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD. 13. THE RECHARGER@ 180HD CHAMBER SHALL HAVE 14 CORRUGATIONS. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM END OF RUN 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF D4491 TESTING METHOD. THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTING HIDDEN END THIS UNIT. METHOD. 15. THE RECHARGERO 180RHD STAND ALONE/STARTER UNIT MUST BE FORMED AS A CULTEC NO. 480OTM WOVEN GEOTEXTILE MIN. 95% COMPACTED FILL CULTEC NO.410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY CULTEC HVLV FC-24 FEED CONNECTOR ENGINEER'S DESIGN PREFERENCE. SEPARATE END PLATES OR SEPARATE END WALLS. WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD WHERE SPECIFIED •,' FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO 1-2 INCH WASHED, CRUSHED 16. THE RECHARGER@ 180EHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE. STONE SURROUNDING CHAMBERS CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING CULTEC RECHARGER 180HD FINISHED GRADE ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) GEOTEXTILE PARAMETERS IN SEPARATOR ROW CONFIGURATION 10.0" MIN. FOR UNPAVED MODEL 180 EHD NO SEPARATE END PLATES OR END WALLS. 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (IF APPLICABLE) 8.0"MIN. FOR RIGID PAVEMENT 17. THE HVLV@ FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING (203-775-4416 OR 1-800-428-5832) (REDUCE TO 6.0" FOR 8.0" MIN. FOR TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END 2• THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. NON -TRAFFIC APPLICATION) FLEXIBLE PAVEMENT 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N PER ASTM D4632 • x _ _;f:�•;. :x WALLS. NIT HALL FIT INTO THE SIDE PORTALS F THE RECHARGER@1 HD AND r- S U S O S O SO 80 tT_ :_. < ,:Y ax•^* ` ':s: _K` .:)•xe _ �:.a''„.-.?_ .. ,'=a's'_� '+� KwY: - HIDDENTE TIN METHOD. 12'MAX. END .: •ma's:. ^.f ''`... ACT AS CROSS FEED CONNECTIONS. 4. THE GEOTEXTILE SHALL HAVE A ELONGATION @BREAK RESISTANCE OF ZO X 20% PER ASTM D4632 TESTING COVER DEPTH . 18. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN METHOD. 6.0" MIN. THE RIBS. 5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD. MODEL 180 IHD 19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR (14 X 16 KN/M) PER ASTM D4595 TESTING METHOD. 20.5" CLEAN -OUT. 7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT BEGINNING OF RUN LLI (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD. w 20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY 8• THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT _ CORRUGATION ON THE LARGE RIB END. (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD. 21. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 9• THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241 9.0" MIN. CULTEC HVLV FC-24 FEED CONNECTOR J TESTING METHOD. MODEL 180 IHD 22. MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 12.0' (3.66 M). 10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM Q 23. THE CHAMBER SHALL BE DESIGNED AND MANUFACTURED TO MEET THE MATERIAL AND D4533 TESTING METHOD. 27.0" MIN. 51.0" MIN. 36.0" 11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D475 CENTER TO CENTER TRIM CUT-OUT *k *k *k LLI STRUCTURAL REQUIREMENTS OF IAPMO PS 63-2019, INCLUDING RESISTANCE TO TESTING METHOD. TO UTILIZE INTERNAL 0 AASHTO H-10 HIGHWAY LIVE LOADS, WHEN INSTALLED IN ACCORDANCE WITH CULTEC'S 12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM D4491 TESTING METHOD. THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE MANIFOLD FEATURE 0 INSTALLATION INSTRUCTIONS. 13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491 REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS HAVE BEEN MET 24. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED TESTING METHOD. (V 14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD. O ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. MODEL 180 SHD CULTEC HVLV FC-24 FEED CONNECTOR 180pHD GENERAL NOTES 180pD CULTEC RECHARGER 180HD HEAVY DUTY CROSS SECTION 180pD CULTEC RECHARGER 18OHD HEAVY DUTY TYPICAL INTERLOCK 6" DIA. INSPECTION PORT MODEL 180RHD STAND ALONE SMALL RIB LARGE RIB MODEL 180SHD STARTER SMALL RIB LARGE RIB MODEL 1801HD INTERMEDIATE SMALL RIB LARGE RIB MODEL 180EHD END SMALL RIB LARGE RIB 24.2" F m J Z z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ INLET/OUTLET PIPE PER ENGINEER DESIGN. z LU oW c9 PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBER O ¢ z w MAXIMUM PIPE SIZE: uai J F 21" HDPE U i 0 w Q J 36.0" 21" PVC O w N � ¢ w 24.0" MIN. MIN. 95% COMPACTED FILL (0Q u¢j PAVEMENT OR FINISHED GRADE OR GRANULAR SUB -BASE J E o FIELD PLACED CLASS "C" CONCRETE COLLAR 15.0" TRAFFIC RATED CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND 6 U w o z (OPTION 2) FLUSH WITH PAVEMENT FIELD PLACED CLASS "C" CONCRETE CULTEC INSPECTION PORT STONE. TOP AND SIDES MANDATORY, BOTTOM PER U Lf� U ? U O N COLLAR (OPTION 1) 1.50" BELOW PAVEMENT (SEE DETAIL®) ENGINEER'S DESIGN PREFERENCE. I` CU w z �a ui s.o � [\ � ~ U � a PAVEMENT OR FINISHED GRADE PAVEMENT TYPICAL CULTEC SEPARATOR ROW TO BE COVERED ■ �� c 2:2 INLET STRUCTURE OR FINISHED GRADE WITH CULTEC NO. 410 NON -WOVEN GEOTEXTILE ♦♦ ++ +„ co O W O a O 88.0" MIN. 95% COMPACTED V C:) CD C)U O v w o 76.0" INSTALLED STONE GRANULAR FILL INCH WASHED, CRUSHED 4> N 0�0 N = a z ' STONE SURROUNDING CHAMBERS 8.0"MIN. : :`i:_ U wz¢aw 38.0" 38.0" ■+ :.: -i ;4•n Y't'• -.�. •. \ s_:y :a aS.'�'`l. ....i1 .`.-.'.`' ....x•-r•: -:i• :••C: i �, O Z W J 7.0" {'n •�:r`�: �`i�'-- .�.• tt;•;:r.i=-:',.•:� a'.>. ysi:-:r-?-.•. L: SMALL RIB LARGE RIB y'- - ;• a, Y •^- :, - Uj .F. ...at: �, '. �'Sye .r•'t .J.. :T..e^,<, •.X.arY- :.t \: HS-25 RATED CAST IRON .>--+ -:`� ;?c :'.c--'4';^.: ,'a ::T`C':`-: Z li " FRAME AND SOLID COVER I„u ~ o 0 W 16.0" CULTEC FC-24 �? 0 m C)��F-Zz 0 0 0 0 0 0 0 0 0 0 0 6" PVC SCREW IN CAP 00 w} =!w p in J O wcnm J • Z��7W Z 20.5" 0 0 0 0 0 0 0 0 0 0 0 • • O C:)E (�FZOinLOK 6.0 o MIN. 12" X 6" CULTEC INLINE DRAIN CLEAN -OUT '1QaF BASIN w/ GASKETED SDR-35 CONNECTION 00 U V o z 0 0 0 0 0 0 0 0 0 0 o p� O U z�wzW 24.0" MIN N i N w UJ 6" SDR 35 RISER (LENGTH VARIES) SUMP 1 LAYER OF CULTEC NO. 4800 WOVEN GEOTEXTILE X U ++ W w w Z) w 24.0" 28 0 SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD 6.25" HOLE TO BE CUT w/ HOLE SAW 5 • TO BE PLACED BENEATH ENTIRE SEPARATOR ROW 0 � - � z O O ACCOMMODATE CULTEC HVLV FC-24 FEED CONNECTOR CENTERED ON CORRUGATION CREST THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED co LL z U � a w z 36.0" OR 12 INCH [300 mm] PIPE) 6" SDR-35 BELL END BEARING CAPACITY OF SUB -GRADE SOILS HAS BEEN MET O 00 a w w of W Z p CUT FOR 6" OF INSERTED PIPE a 00 00 3:O Z)o w 12.0" 2E 0Q=0� CULTEC RECHARGER 18OHD CHAMBER STORAGE = 3.445 FT3 / FT (0.32 M3 / M) ~ Q INSTALLED LENGTH ADJUSTMENT = 1.0' [306 mm] < w w ~ ALL RECHARGER 18OHD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE LV 0- - o FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. J < w ¢ Uj OZ_z z-c�¢ <w�� Q000 z o� ¢QQ _LL F-o 180HD 180HD CULTEC HVLV THREE 80HD 80H CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE) q 6,0 CULTEC RECHARGER 180HD HEAVY DUTY THREE VIEW 7.o FEED CONNECTOR THREE VIEW 8.o CULTEC INSPECTION PORT -ZOOM DETAIL 9•0 COPYRIGHT (9 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. J Q LL W N � N O N N W M O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS �� of WAS ti I 3987� W� GI �SIONAL REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy i J 10801 Main Street, #110 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 180HD SPECS & DETAILS i Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411019 C250 CULTEC RECHARGER0902HD SPECIFICATIONS GENERAL CULTEC RECHARGER® 902HD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON -SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED IN THE U.S.A. OR CANADA BY CULTEC, INC. OF BROOKFIELD, CT (CULTEC.COM, 203-775-4416). 2. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". THE LOAD CONFIGURATION SHALL INCLUDE: A.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER B.MAXIMUM PERMANENT (50-YEAR) COVER LOAD CA -WEEK PARKED AASHTO DESIGN TRUCK LOAD 3. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING: A.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430 B.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 C.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 5. THE CHAMBER SHALL BE STRUCTURAL FOAM INJECTION MOLDED OF BLUE VIRGIN HIGH MOLECULAR WEIGHT IMPACT -MODIFIED POLYPROPYLENE. 6. THE CHAMBER SHALL BE ARCHED IN SHAPE. 7. THE CHAMBER SHALL BE OPEN -BOTTOMED. 8. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS. 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER!�)902HD SHALL BE 48 INCHES (1219 MM) TALL, 78 INCHES (1981 MM) WIDE AND 4.25 FEET (1.30 M) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 902HD SHALL BE 3.67 FEET (1.12 M). 10. MULTIPLE CHAMBERS MAY BE CONNECTED TO FORM DIFFERENT LENGTH ROWS. EACH ROW SHALL BEGIN AND END WITH A SEPARATELY FORMED CULTEC RECHARGER 902HD END CAP. MAXIMUM INLET OPENING ON THE END CAP IS 30 INCHES (750 MM) HDPE OR 36 INCHES (900 MM) PVC. 11. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLVTN FC-48 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE PIPE SIZE IN THE SIDE PORTAL IS 10 INCHES (250 MM) HDPE AND 12 INCHES (300 MM) PVC. 12. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLVTM FC-48 FEED CONNECTOR SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 49 INCHES (1245 MM) LONG. 13. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 902HD CHAMBER SHALL BE 17.31 FT3/ FT (1.61 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 902HD SHALL BE 63.47 FT3 / UNIT (1.80 M3 / UNIT) - WITHOUT STONE. 14. THE NOMINAL STORAGE VOLUME OF THE HVLVTM FC-48 FEED CONNECTOR SHALL BE 0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE. 15. THE RECHARGER 902HD CHAMBER SHALL HAVE 5 CORRUGATIONS. 16. THE CHAMBER SHALL BE CAPABLE OF ACCEPTING A 6 INCH (150 MM) INSPECTION PORT OPENING AT THE TOP CENTER OF EACH CHAMBER, CENTERED ON THE CORRUGATION CREST. 17. THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'S QUALITY CONTROL AND ASSURANCE PROCEDURES. 18. MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 8.3 FEET (2.53 M). END CAP PARAMETERS 1. THE CULTEC RECHARGER® 902HD END CAP (REFERRED TO AS 'END CAP') SHALL BE MANUFACTURED IN THE U.S.A. BY CULTEC, INC. OF BROOKFIELD, CT (CULTEC.COM, 203-775-4416). 2. THE END CAP SHALL BE TWIN -SHEET THERMOFORMED OF VIRGIN HIGH MOLECULAR WEIGHT POLYETHYLENE. 3. THE END CAP SHALL BE JOINED AT THE BEGINNING AND END OF EACH ROW OF CHAMBERS USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS. 4.THE NOMINAL DIMENSIONS OF THE END CAP SHALL BE 48.5 INCHES (1231 MM) TALL, 78 INCHES (1982 MM) WIDE AND 9.7 INCHES (246 MM) LONG. WHEN JOINED WITH A RECHARGER 902HD CHAMBER, THE INSTALLED LENGTH OF THE END CAP SHALL BE 6.2 INCHES (157 MM). 5. THE NOMINAL STORAGE VOLUME OF THE END CAP SHALL BE 5.34 FT3/ FT (0.50 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF AN INTERLOCKED END CAP SHALL BE 2.76 FT3 / UNIT (0.08 M3 / UNIT) - WITHOUT STONE. 6.MAXIMUM INLET OPENING ON THE END CAP IS 30 INCHES (750 MM) HDPE OR 36 INCHES (900 MM) PVC. 7. THE END CAP SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12. CULTEC HVLV FC-48 FEED CONNECTOR PRODUCT SPECIFICATIONS GENERAL CULTEC HVLV FC-48 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER MODEL 902HD STORMWATER CHAMBERS. FEED CONNECTOR PARAMETERS 1. THE FEED CONNECTOR SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE FEED CONNECTOR SHALL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). 3. THE FEED CONNECTOR SHALL BE ARCHED IN SHAPE. 4. THE FEED CONNECTOR SHALL BE OPEN -BOTTOMED. 5. THE NOMINAL DIMENSIONS OF THE CULTEC HVLV FC-48 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 49 INCHES (1245 mm) LONG. 6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-48 FEED CONNECTOR SHALL BE 0.913 FT' / FT (0.085 m' / m) - WITHOUT STONE. 7. THE HVLV FC-48 FEED CONNECTOR SHALL HAVE 4 CORRUGATIONS. 8. THE HVLV FC-48 FEED CONNECTOR MUST BE FORMED AS A WHOLE UNIT HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD. 9. THE FEED CONNECTOR SHALL BE DESIGNED TO WITHSTAND AASHTO HS-25 DEFINED LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 10. THE FEED CONNECTOR SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. CULTEC NO. 410Tm NON -WOVEN GEOTEXTILE CULTEC NO. 410TN NON -WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR@ AND RECHARGER@ STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE. GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M). 4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A ADS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM D4491 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTING METHOD. CULTEC NO. 480OTM WOVEN GEOTEXTILE CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE. GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N) PER ASTM D4632 TESTING METHOD. 4. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20% PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT (14 X 16 KN/M) PER ASTM D4595 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM D4533 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM D4491 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491 TESTING METHOD. 14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD. o2H GENERAL NOTES 1.0 PIPE A B 6" [150 mm] N/A N/A 8" [200 mm] N/A N/A 10" [250 mm] N/A N/A 12" [300 mm] 29.50" [749 mm] 2.25" [57 mm] 15" [375 mm] 26.50" [673 mm] 2.25" [57 mm] 18" [450 mm] 23.50" [597 mm] 2.50" [64 mm] 24" [600 mm] 16.50" [420 mm] 3.00" [76 mm] "THE TYPICAL INVERT TABLE ABOVE IS BASED ON THE INSIDE DIAMETER OF STANDARD CORRUGATED PLASTIC PIPE. THE HEAVY DUTY END CAP HAS PRE -MARKED TRIM LINES FOR PIPE DIAMETERS 12" (300mm), 15" (375mm), 18" (450mm) AND 24" (600mm). PIPES OF ANY SIZE AND MATERIAL UP TO 24" MAY BE PLACED AT CUSTOM LOCATIONS AND CUSTOM INVERTS. THE CROWN OF THE PIPE MUST REMAIN A MINIMUM OF 4" (100mm) FROM THE EDGE OF THE HEAVY DUTY END CAP. T A o2H CULTEC RECHARGER 902HD TYPICAL PIPE INVERTS 7.0 CULTEC NO. PLACED PAVEMENT OR FINISHED GRADE PAVEMENT SUB -BASE (WHEN APPLICABLE) MINIMUM 95% COMPACTED FILL CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE CULTEC HVLV FC-48 FEED CONNECTOR WHERE SPECIFIED 12.0 INCH MIN. DEPTH OF 1-2 INCH WASHED CRUSHED STONE ABOVE CHAMBERS CULTEC RECHARGER 902HD HEAVY-DUTY CHAMBER 12.0 INCH MIN. WIDTH OF 1-2 INCH WASHED CRUSHED STONE BORDER SURROUNDING ALLCHAMBERS 9.0 INCH MIN. DEPTH OF 1-2 INCH WASHED CRUSHED STONE BENEATH CHAMBERS 36" PVC CULTEC RECHARGER 902HD HEAVY DUTY PLAN VIEW MIN. 95% COMPACTED FILL 1-2 INCH WASHED, CRUSHED CULTEC HVLV FC-48 FEED CONNECTOR STONE SURROUNDING CHAMBERS WHERE SPECIFIED CULTEC RECHARGER 902HD IN SEPARATOR ROW CONFIGURATION FINISHED GRADE (IF APPLICABLE) 18.0" MIN. FOR UNPAVED (REDUCE TO 12.0" FOR NON -TRAFFIC APPLICATION �A^-.:a4�L'a nt2- -'S' - - y.'cJ.a `t �..-_:t�� :s.:F :S' �. i!:i+.^6�{e�i:_c.y v: �� •�:.�'... ..:?•_ 'e. x` ~mil.^ - "'y • -�. r-'s� ":r:d!:t: c• ` ::i'.: .•Y.=ti'x `�s.. ..�^• .. to .5-�.^. _ _�.t_e -'�:(. •:hx': l:w .1. rr..l^`'!-.��.<r !`..'•' �h'. a`�.-`.. :t.`` �,x 8.3' MAX. COVER DEPTH 12.0" MIN. I• CENTEERRT MIN.O CENTER 78.0" T THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS HAVE BEEN MET CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE. CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION) 12.0" MIN. FOR RIGID PAVEMENT r 12.0" MIN. FOR FLEXIBLE PAVEMENT 12.0" MIN. 48.0" 12.0" MIN. NOTES: 1. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE: 1.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER 1.b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD I.C. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD 2. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS,- 3. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING: 3.a. THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430 3.b. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 o2H CULTEC RECHARGER 902HD HEAVY DUTY CROSS SECTION 5.0 MID 16.0" CULTEC HVLV FC-48 III III 111 o2H CULTEC HVLV FC-48 $ o FEED CONNECTOR THREE VIEW 24.0" MIN. PAVEMENT OR FINISHED GRADE FIELD PLACED CLASS "C" CONCRETE COLLAR 15.0" (OPTION 2) FLUSH WITH PAVEMENT FIELD PLACED CLASS "C" CONCRETE COLLAR (OPTION 1) 1.50" BELOW PAVEMENT PAVEMENT OR FINISHED GRADE MIN. 95% COMPACTED GRANULAR FILL 8.0" MIN. AASHTO HS-25 RATED CAST IRON FRAME AND SOLID COVER 6" PERFORATED PVC SCREW IN CAP W/ Y4' HOLES 6.0" MIN. 12" X 6" CULTEC INLINE DRAIN / CLEAN -OUT BASIN w/ GASKETED SDR-35 CONNECTION 6" SDR-35 RISER (LENGTH VARIES) w/ Y4" HOLES WITHIN EMBEDMENT STONE LAYER 6.25" HOLE TO BE CUT w/ HOLE SAW CENTERED ON CORRUGATION CREST 6" SDR-35 BELL END CUT FOR 6" OF INSERTED PIPE o2H CULTEC INSPECTION PORT - ZOOM DETAIL 9.0 6" DIA. INSPECTION PORT T " LOCF I► 78.0" _ 44.0" INSTALLED LENGTH SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD (ACCOMMODATES CULTEC HVLV FC-48 FEED CONNECTOR OR STORM PIPE) MAXIMUM PIPE SIZE: 10" HDPE 12" PVC CULTEC RECHARGER 902HD CHAMBER STORAGE = 17.31 CF/FT INSTALLED LENGTH ADJUSTMENT = 0.58' o2H CULTEC RECHARGER 902HD HEAVY DUTY THREE VIEW 3.0 BEGINNING OF RUN HIDDEN END MODEL 902HD \\ MODEL 902HD TRIM CUT-OUTUTILIZE INTERNAL MANIFOLD FEATURE MODEL 902HD 11U11J��� CULTEC HVLV FC-48 FEED CONNECTOR MODEL 902HD END CAP 12 78.0" 6.2" INSTALLED 9.7" CULTEC RECHARGER 902HD END CAP STORAGE = 5.34 CF/FT INSTALLED LENGTH ADJUSTMENT = 0.29' 02H CULTEC RECHARGER 902HD 4.o HEAVY DUTY END CAP THREE VIEW PiRI1]211Views1e END OF RUN HIDDEN END MODEL 902HD END CAP CULTEC RECHARGER 902HD HEAVY DUTY TYPICAL INTERLOCK INLET/OUTLET PIPE PER ENGINEER DESIGN. PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBER MAXIMUM PIPE SIZE: 30" HDPE 36" PVC TYPICAL CULTEC SEPARATOR ROW TO BE COVERED WITH CULTEC NO. 410 NON -WOVEN GEOTEXTILE MIN. 95% COMPACTED FILL PAVEMENT CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND OR GRANULAR SUB -BASE OR FINISHED GRADE STONE. TOP AND SIDES MANDATORY, BOTTOM PER TRAFFIC RATED ENGINEER'S DESIGN PREFERENCE. INLET STRUCTURE CULTEC INSPECTION PORT (SEE DETAILsozHo) �F CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND s.s STONE. TOP MANDATORY 24.0" MIN SUMP 1 LAYER OF CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH ENTIRE SEPARATOR ROW THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS HAS BEEN MET NOTES: 1. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE: 1.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER 1.b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD 1.c. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD 2. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" 3. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING: 3.a. THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430 3.b. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 o2H CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE) 10.0 *k LL 0 00 W m Q V/ I.L W W LU /e V Z W LU LU LU Q 0 U U) O V+ LU J Z V 0 Z ~ LU n m Q LU Z a Lii J W 0 a 0 U) W w U) Q w 0 0 it o CO L� m'Ztn U) w C',2 zmzCO OJ6)0 U �dpw C-0 LU N <¢wN r ¢ J ¢ N J E JFUOo O w�0� U Lo 1: LU I` U wZacoui ~ ti N �a�� ♦+ wZo M O co 5 w�=aU C] C:) C] �01 1,5Uwo "� CV vow~�2 a4 2 2 x v oZ=Qo ■+ 0- 0- LL 1 0Z101 V a.(,-Z)z¢ wWzwo F OIt 0Ww in?CO0-pww}LUw J(D LU U) m J U) o p O E 5o�z M O Lz, v 00 U v ��oirWW (i 2 z CV-- X _� ++ ocnw�z � O 0 _O Z)==zaw co LL U �~¢wgz O 0 z: (9 0 U) oQ=0� F_ wo_- LU < H J w w ~ 0 V„I0-zz a-� cocD0� J �Z_j LU Ozjz z�(�¢ §w�� ♦ ♦ ¢0ae 00 V oZ �¢Q _LL FO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W N � N O � N N W co O 0. COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS WAS ti f W� Q 39871 �ssloNaL REVISIONS: NO. I DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS i J 10801 Main Street, #110 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 902HD SPECS AND DETAILS R-411020 C251 T1 z STA 17+69.63 (24.0' RT) SAWCUT AND MATCH EX SIDEWALK STA 17+54.46 (21.4' RT) MATCH EX CURB CONCRETE CURB AND GUTTER SEE DETAIL I ' 1 C311 STA 17+19.12 (21.7' RT) MATCH EX CURB STA 17+03.43 (24.0' RT) SAWCUT AND MATCH EX SIDEWALK SINGLE DIRECTION ADA RAMP PER WSDOT STANDARD PLAN F-40.16.03 o +T CD + STA 12+80.92 (16.9' RT) MATCH EXISTING CURB C CONCRETE CURB AND C GUTTER (a) SEE DETAIL C311 STA 12+79.03 (26.5' RT) SAWCUT AND MATCH EXISTING SIDEWALK J- RELOCATE EX SPEED CAMERA AND RECONNECT EXISTING CONDUITS FINAL LOCATION TO BE COORDINATE17 WITH AND APPROVED BY ATS J SEE DETAIL 8 C311 RELOCATE EX "SCHOOL X-ING" SIGN AND RECONNECT THERMOPLASTIC + EXISTING CONDUITS CROSSWALK PER FINAL LOCATION TO BE COR STD PLAN 127 COORDINATED WITH AND APPROVED BY ATS SEE DETAIL 1 j) _C311 11 W� l CASCADE ES DRIVEWAY CENTER LINE STA 12+47.49 (45.7' RT) N: 170066.79 E: 1305817.63 FFCC NORTH DRIVE WAY CENTER LINE o STA 12+20.58 (46.9' RT) �_ N: 170039.89 E: 1305816.79 CONCRETE CURB AND TO GUTTER SEE DETAIL11-1 C311 PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-03 ' 1 , STA 11 +88.10 (27.0' RT) +' SAWCUT AND MATCH a , EXISTING SIDEWALK I _ y o 0 L4I� I IN L4 � I I STA 10+98.85 (28.9' RT) \ I STA 10+98.96 (17.0' RT) ! MATCH EX CURB CONCRETE CURB AND GUTTER SEE DETAIL f ') C311 11-1 FFCC SOUTH DRIVE WAY CENTER LINE STA 10+73.30 (47.7' RT) N: 169892.18 E: 1305812.20 U NEW CROSSWALK STRIPING I ISINGLE DIRECTION ADA RAMP PER WSDOT STANDARD CD PLAN F-40.16.03 STA 10+46.71 (17.8' RT) MATCH EXISTING CURB PAVEMENT PER COR STANDARD 1101 SEE DETAIL I c311 � CURB REPLACEMENT PER COR STANDARD DETAIL STA 10+13.86 (16.4' RT) SEE DETAIL C� z 0 o STA 10+07.50 (23.1' RT) MONUMENT TIE-IN LOCATION STA 18+26.96 N: 170648.98 E: 1305835.75 0 10 20 40 iii 14,A ks, SCALE 1 "=20' Legend HORIZONTAL CONTROL FOR ADA RAMPS CURB RETURN DATA BOTTOM OF TOP OF N79°33'06'E- 46.81' PROPERTY LINE CURB ELEV CURB ELEV RAMP STATION & OFFSET PC STA 12+80.92 (17.4' RT) 464.80 (EX) 465.30 (EX) LIMIT - LIMITS OF CONSTRUCTION R: 25' 464.76 464.26 ASPHALT PAVEMENT O STA 12+62.63 26.7' RT ( ) A: 89°41'28.3" 465.05 �1/4) 1/2) 465.05 �1/4� 1/2 c1 L: 39.27' 464.82 (3/4) 465.32 (3/4) ASPHALT OVERLAY 1 SEE SHEET C220 SITE SECTIONS O STA 11 +98.90 (24.7' RT) PT STA 12+55.92 (42.9' RT) 463.80 464.30 C310 " - - - o.` °` -:=: 6.-.:' �:. =:- .:..:. CONCRETE PAVING FOR RAMP C L STA 10+85.66 f (26.5 RT) PC STA 11+82.32 (17.9' RT) 465.02 (EX) 465.52 (EX) . - o GRADING DETAILS R: 24.5' 465.45 1 /4 465.95 1 /4 ,,,.: -.- CONCRETE WALK 10 z SINGLE DIRECTION V' ADA RAMP PER L STA 10+59.68 f (26.4 RT) � 0: L: ° f )f 89 50 46.4 38.42' 465.58 465.50 1 /2 3/4 465.58 466.00 1 /2 3/4 - -," .. ° o D o '. °. VERTICAL CURB 2 WSDOT STANDARD PLAN F-40.16.03 D O STA 10+59.68 26.4' RT ( ) PT STA 12+07.35 f (41.8 RT) 465.42 465.92 C311 �^ SIDEWALK PER COR O (26.4 RT) PC STA 10+98.96 ' (18.0� RT) 465.82 (EX) 466.32 (EX) ROLLED CURB g STA 10+59.68 J STANDARD R: 15.5 °07'26.3" 465.94 1 /4 465.44 1 /4 SLOTTED VERTICAL CURB Il PLAN 102 0: 91 466.06 1 /2 466.56 1 /2 C31 SEE DETAILS L: 24.64 466.18 3/4 466.18 3/4 I I I I I I I I I I I CROSSWALK STRIPING EXISTING PT STA 10+83.43 (33.7' RT) 466.34 466.84 CROSSWALK STRIPING TO � ADA PARKING STALL 12 PC STA 10+61.67 (32.6 RT) 466.01 466.51 CC3-100 REMAIN R: 15.0' 466.34 1 /4 466.34 1 /4 Key Notes g A: 89° 13'42.4" 466.42 1 /2 466.42 �1/2 --� L: 23.29 466.24 3/4 466.74 3/4 1 RIGHT TURN ONLY SEE SHEET C220 PT STA 10+46.71 (17.8' RT) 466.35 (EX) 466.85 (EX) O STOP SIGN r I SITE SECTIONS FOR RAMP L ® SERVICE ENTRANCE ONLY DO NOT ENTER ADA SIGNAGE SEE DETAIL 14 I GRADING DETAILS C310 EXTENTS OF FIRE LANE ING SIDEWALK STIR SIGN POST SEE DETAILS i:) -i PER COR C STANDARD PLAN 102 I SEE DETAIL C312 dwne m3ds I I . v •. RELOCATE EX FLASHING BEACON AND TRAFFIC LOOPS FINAL LOCATION TO BE COORDINATED WITH AND APPROVED TS SEE DETAILS ASPHALT OVERLAY SEE SHEET C230 RAMP GRADING I DETAILS I _ LIMIT � woo U _ N Q ` �ozi W g � HANDRAILS AND 3 SLOTTED VERTICAL CURB ` CHEEK WALLS PER SEE DETAIL LANDSCAPE PLANS C310 TRASH ENCLOSURE OUTFALL PROTECTION HEAVY CONCRETE SEE DETAIL PAVING (TYP) C31 0 l WEIR WALL SEE LANDSCAPE PLANS ASPHALT PAVING SEE DETAIL CHANNELIZATION MARKERS (TYP) ' SEE DETAIL ' C311 R3' RT 0 CURB TAPER WHEEL STOP SEE DETAIL C310 • "• /� 1624 24' 16' '' ,;�;;; I / ELECTRICAL VEHICLE :;%%;; ENERGY DISSIPATOR I CHARGING STATIONS SEE DETAIL SHOWN FOR ;' ,; C311 I REFERENCE ONLY I / I r CURB TAPER 06 E.� R3.5' '%'' % R3.5' I > I I r tR23' � COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z Z) 0� 3 w Z � Z 0 � U)W w LL U� J Q LL z O C')~ 0 � N U Z o 0 �w� zo O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS - y NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN V m m D O 0 I I I I I Quo I I F I I I I I I I I Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411021 C300 O l FINISHED GRADE EX ASPHALT PAVEMENT SUB -BASE. EX ASPHALT PAVING - DEPTH VARIES 2" HMA OVERLAY THICKNESS MAY VARY SLIGHTLY TO PROVIDE POSITIVE DRAINAGE 10, GRIND OVER 10' TRANSITION TO MATCH ALL ADJACENT ELEVATIONS OF ASPHALT/CONCRETE NTS IAsphalt Overlay Paving Section PFR PI AN DISCHARGE PIPE (PER PLAN) PAD IS 4' WIDE MIN 1' MIN THICKNESS MIRAFI - EROSION FABRIC OR APPROVED SUBSTITUTE 24" 12" 12" NOTES: 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, CURB RETURNS, OR A MAXIMUM SPACING OF 10 FEET. 3. THRU JOINTS SHALL BE 1/2" WIDE PRE -MOLDED JOINT FILLER. 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 5. STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE USED ON CURVED SECTIONS. 6. FINISH SHALL BE LIGHT BROOM. PAVEMENT BEYOND CAST OF CUT SLOTS INTO CURB SLOPE FROM FACE OF CURB 6" NTS NTS Gravel Outfall Pad 6 Slotted Conc Vertical Curb w/ Curb Inlet 7 PAINTED BLUE RESERVED RESERVED BACKGROUND PARKING PARKING PAINTED WHITE EACH PARKING SPACE RESERVED FOR PERSONS WITH LOGO q PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SrAIEOBABL®PA(i(NLi PBM�i R80UF1® BrAlE06AFEDUFMCNO PEW OR SPACE CONSISTING OF A PROFILE VIEW OF A REOUi� 0 o WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN �� 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH AcxEBSIe�E I T-0" _ I OF TRAVEL, SHALL BE 60" FROM THE FINISHED GRADE E OF THE PARKING SPACE TO THE BOTTOM OF THE SIGN. DISABLED ACCESSIBILITY SIGNAGE INTERNATIONAL ACCESS SYMBOL AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A DISABLED ACCESSIBILITY SIGNAGE CONSPICUOUS PLACE, AT EACH ENTRANCE TO SEE DETAIL 14 ASPHALT PAVING FLUSH PAINTED ON PAVING OFF-STREET PARKING FACILITIES, OR IMMEDIATELY TO CONC SIDEWALK ADJACENT TO AND VISIBLE FROM EACH STALL OR C310SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES 3„ BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN PORT STYLE WHEEL STOP 0 0 6„ 7„ 10 1 INCH IN HEIGHT, WHICH CLEARLY AND SEE DETAIL /� cal 0 1' CONSPICUOUSLY STATES THE FOLLOWING: 0 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED INTERNATIONAL ACCESS 3" WIDE PAINT DISABLED PARKING SPACES NOT DISPLAYING SYMBOL PAINTED ON PAVING 0 DISTINGUISHING PLACARDS OR LICENSE PLACES 0 STRIPE TRAFFIC ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE N LINE WHITE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES 0 + MAY BE RECLAIMED AT OR ADA STRIPING - SEE DETAIL 16 OR BY TELEPHONING C310 �I��I VARIES PER PLAN STALL DIMENSIONS NOTE: COMPACT STALL - 8'-0" X 16-0" MODIFIED STALL 8'-6" X 20'-0" NTS STANDARD STALL - 9'-0" X 20'X0" ADA Parking tall 12 2' OC LENGTH PER PLAN ADA STALL WIDTH PER PLANS r� ►T� ►i ADA StripingNTS 16 ASPHALT - PAVEMENT SLOPE VARIES FLUSH CURB SITUATION R=V (BUS LOOP \� U��uv ► ► DRIVE ONLY) CAST -IN -PLACE CONCRETE 4" MIN COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED STRUCTURAL FILL SUB -BASE (OR EXISTING 7-3/4" SUBGRADE)PER GEOTECHNICAL ENGINEER NOTE: INSTALL JOINTS TO MATCH SIDEWALK SPACING OR AT 10' O.C. MAXIMUM PER DETAIL 15 CC3310 NTS Vertical and Flush Concrete Curb 17 CONC SEE D J NTS Rolled curb and transition 3 CONCRETE WHEEL STOP W/ (1) NO 4 BAR (EACH END) APPLY EPDXY RESIN TO CONTACT SURFACES ASPHALT PAVING EMBED DOWEL Q� ao�o°ooDaDDoO�oo °OOoaOoQ�Qo�D�Doao� 6" MIN SECTION A -A P NTS Wheel Stop 8 VERTICAL CONCRETE 1' TAPER CURB OR EXTRUDED CURB 2" ASPHALT PAVEMENT FINISH GRADE q 0 NTS Taper Curb End 13 NTS Not Used 18 Q f�Z11111111� IG GRADE SUBGRADE J SEE DETAIL C310 c NTS Asphalt Thickened Edge 4 NOTE: DETECTABLE WARNING COLOR AND TYPE PER PROJECT SPECIFICATIONS. A A Lu C B LD� m TRUNCATED DOME SECTION O TRUNCATED DOME SPACING TRUNCATED DOME DETAILS E .1m NTS Detectable Warning Surface 2'- 0" MUST CONFORM TO MUTCD STANDARD R7-8 o CV STATE DISABLED PARKING PERMR REQUIRE METAL SIGN; BOLT TO PIPE COLUMN o MUST CONTAIN WORDING: STATE DISABLED PARKING PERMIT REQUIRED" GRADE �000 OooO Ooo�a OooO OooO OooO j u NOTES: 1. PROVIDE SYMBOL IN ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN. 2. PROVIDE SIGN AT ALL HANDICAPPED PARKING STALL INDICATED ON SITE PLAN. 3. SEE STANDARD DETAIL CK-R.43 FOR SIGN INSTALLATION. NTS ADA Sign 14 CIAIIQLJCn nnAnC SUBGRADE J NOTES: 1. SEE DETAIL 14/C3.10 FOR GENERAL PAVING NOTES. SAWCUT, TACK AND MATCH EX ASPHALT FULL DEPTH EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 2" DEPTH HMA PAVEMENT 6" CRUSHED SURFACE BASE COURSE COMPACT TO 95% MAX DENSITY EXISTING SUB -GRADE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 OR COMPACTED STRUCTURAL FILL. NTS Asphalt Paving Section 5 BROOM FINISHED CONCRETE SLAB DEPTH ° s HEAVY CONC PAVING: 5" CONC SIDEWALK: 4" IF 000ODDO�oo�o�000Qao°Oo� �oo�oODDQO°°�ooOoDDoQ�oo o�oa 00 �oao�DoO�ODQ�a��ooOoDDoQ o o�oao�oo0 ao��o00�0Q�a 4 QD°ao�oo0°oDDoDoa°�°o 0�00�000�a°°o0 ��oao��°oOo�OD�ooa°°o��0°oOoo�ODo�o O o CRUSHED SURFACING BASE -COURSE COMPACT TO 95% MAX DENSITY SCARIFY AND RE -COMPACT TOP 12" OF EXISTING SOIL TO 95% MAX DENSITY (SOILS ENGINEER TO APPROVE EX SUB -GRADE PRIOR TO PLACEMENT OF CONC) NOTES: 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 15 C310 NTS Unreinforced Concrete Slab -on -grade 10 PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR JOINT MAY BE SAWCUT, SEE DETAIL A BELOW DEPTH HEAVY CONC PAVING: 5" CONC SIDEWALK: 4" ooao°D ao�DoODD00° boo oao 00 oDoao� a ao ao�ooOoDDo 00 oDoao��o0 � ao��oO�ODQO°°�ooOoDDoQ�ao o0o00D00°DIr oOoDDoQ�oo�o�OoDDoQ�ooOoDoao��oOo�OD�O°°�oo0 o�°ao��°o0 Doi°°�o°Oo�oDoQOa°ago°OOo�ooQ�o°D���ao��°oOo�ODo CONCRETE PAVING SEE DETAIL 10 C NTS Not Used 19 SAWCUT CONCRETE, 114" USE BACKER ROD AND FILL W/SEALANT. 1/4" 1AD BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD DETAIL A NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT.SEE LANDSCAPE PLANS FOR STAMP PATTERN, COLOR AND FINISH. NTS Concrete Paving Control Joint 15 NTS Not Used 20 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC-, AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. } z Z) O� � Uj Z 0 Z � Co Uj w U� } J Q LL Z O �C) (D `M N, U Z o �O> N �U � Q W O� 0 Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ��N • I{h, OF WAS � tiw I 39871 �SIONAL REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS 0 I J 10801 Main Street, #110 BeIIevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 'AVING DETAILS R-411022 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C310 EXISTING ASPHALT _ PAVEMENT SAWCUT (SEE FOIE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE T), OVER S" CRUSHED ROCK RESIDFNT{AL STREET MINIMUM 4" HIJA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK 1 V MIN. (SEE NOTE 2) NOTES: I. MUST MATCH EXISTING THICKNESS 1F GREATER 2, SAWCUT SHALL BE POSITIONED 1' - 4" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THL GUTTER FACE_ SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. �jI I ❑ ° # PUBLIC WORKS i DEPARTMENT - 7tc CURB AND GUTTER � REPL.AICEMENT DETAIL NEW CURB c GuTTER City of Renton Standard Plan 103 Curb and Gutter Replacement Detail DocuSign Envelope ID., 6EECF5B6-602A-4E4A-B43&A317AAOMB78 6' MIN.. SEE TOP OF BANK NOTE 1 ELEVATION CONCRETE CURS_ SEE 5XD. f3l_M 1131 8" MIN. S' F RE EBOA#ZD 7°w 1 STREET TOP OF PGr,DING TRANSITION ZONE SOIL, SEE NOTES 2 AND 3 -y 2"-DEPTH AIR6[]RIST WOM CHIP MLFLCH. BEE STD. PLAN 282 BIQFtETENTION 50rL MIX{ SEE NOTE 4 010"TENITION ADJACENT TO CUM ti MIN., SEE NOTE 1 SIDEWALK, DRIVEWAY, OR 6' MIN.. 1' MANG SURFACE FREEBOARD TOP OF; PONDING 7 ,• -- TRANSMON ZONE SOIL, SEE NOTES 2 AND 3 2'-4' 0EPTF1 ARROPusT WOOD CHIP MULCH, SEE STD. CLAN 252.69 UI iH@TENTiON SOIL MIX. SEE N07F 4 HIORETENTION ADJACENT TO SIDEWALK. DRIVEWAY. OR NOTES: 1. SH{ ULDERILEVEL AREA WIDTH TO BE 6-INCH MIN. IN AfR�AS 4VrTHOUT PARKING. PLANTINGS ALUACENT TO PARKING SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES COMPACT TRANSITION ZONE SOIi fMMED1ATEGY BEHIiSIO CURB TO 94y'„ MAX. $TANDARG PRQCTOR D NSnY [ASTM D139$]. 3. TRANSITION ZONE SOIL SHALL BE BIORETENTION SOIt MIX OR AMENDED SOIL PER GENERAL NOTE I. 4, t8" MINIMUM BIORETENTION SOIL MR PER STD, PLAN 262.60 TO TOP OF PONDING DEPTH GENERAL NOTES: 1. 901L AMENDMENT_ SCARIFY OR TILL SUBGRAOE TO 34NCH DEPTH. PLACE 3-INCHES flF TOPSOIL ON SURFACE ANt} TILL INTO 5-INCHES OF SrTF- SOIL SCARIFICATION [ICES NOT APPLY TO LINED FACILITIES, TOPSOIL $HALL RAVE A MIHIMLIM ORGANIC MATTER CONTENT OF 10% DRY 9WEIGI-fT IN PLANTING REDS AND 5% IN TURF AREAS, AND A pH FROM 6.0 TO $.G OR MATCHING THE pli OF THE ORIGINAL LJNDISTURUEG SOIL 2. SEE STO. PLAN 262.X FOR CURB CUTS 3. FOR FACILITIES WITH LINEfRE , PROVIDE LINER ANCHOR PER WSDDT SPECIFICATIONS 9•29_3(2}. 4. SEE CONSTRUOTION PLAN5 FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS GOIERWISE NOTED, 0RAWiNG IS NOT YU SCALE [wr%1 STIR. PLAN - 262.20 URIPUBLIC WORKS APPROV[p DEPARTMENT BIORETENTION - EDGE TREATMENTS GAZ 9/28/2018 I M1.kfc V,Sx+.s Amnilr¢n uATE City of Renton Standard Plan 262.20 Energy Dissipator :45 AN FACE OF CURB y6T s 1:24 TOP OF 112' fR. ROADWAY T� h: a f � 1 1'-5' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OFADJAOENT CURS FLUSH WITH GUTTER PAN AT SIDEVYALK RAMP ENTRANCE 1;12 1:24 TOP OF 1r2'R. ROADWAY L 1 -fi" r DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3J8" &' CEMENT GONGRETE 1 r2" Ft. 1- R SIDEWALK RAMP VARIES 08 LANDING � FROM 5 TOO I 3fS' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT 51DBVALK TRAMPS AND LAN DI NGS FACE OF ADJACENT GUR13 s vrr' SEE DEPIRES9E❑ CURB DETAIL THIS SHEET 124 TOP OF I I 1- i VA, ROADWAY 2" . 1 i 1 DEPRESSED CURB SECTION AT RESIDENTIAL 0ftEVEY4rtYS CNLY- FRR �,QMMERCiAL DRIVEWAYS SEE STD PLAN 1a4.2 FACE OF CURS 6 1 f2'i - S vV 1- 1f2'fT t V R. FACE OF ADJACENT CU RI3 I '+ � TOP OF - I�DAl74YAY - r ■ 1r {. +■ ' GDTTERSURFACE f PREMOLDED i " • JOINT FRIER E FULL -DEPTH EXPANSICh1 JOINT V 1 8 114' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT 111E510ENTIAL OR COKI1 AERCIAL DRLVEWAY5, AND AUEYS GENERAL NOTES: 1- See standard plans 102 and 101.1 Im curb expansion ane contraction joint spearig_ 2_ bminislon Join[ shall be ladl depth, 3/8- jin.1 premolded J6n1 GI ter, 3. For Dopressed MonNahr Dnm ay Curb d; Guiler Swiorl, sec Standard Plan 1042 STD. PLAN - x 01 • PU91.1 WORKSCEMENTCONCRETE CURBS �r DEPAR�rMEwr r , let2pi OR City of Renton Standard Plan 101 Concrete Vertical Curb NWIES 1 DIMENSIONS FOR Ti+E PANTS QSFD TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT St -taw BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARf IN COMPLIANCE IMTi I NCHRP 3511 GASH TEST CRITERIA. THE BASE CONNECTION D€TAMES ARE SHOWN ON tHIS PLAN ONLY TO ILLUSTRAtE HOW THE PARTS ARE ASSEMBLED, _ A T" (IN) POST WITH A 7 1/4" (IN) PSST ANC"OR OR A 2 1 J4` (IN) POST W71H A 2 1/2" (IN) PSST ANCHOR MAY BE SUBS'ITUT€D, SEE CONTRACT PLAIDS. .�, PERFORAfILD SQUARE STEEL PiD$1 ALL MEET THE REOUIREMENT5 OF W5007 STANDARD SPEO;X 4T10s 9-06. 4. USE. ONLY 13ASE C0WNEC7* N IY mUFAC TURER SUPPLIED HARDWARE THAT MEETS THE REOUIREMENIS Of +r 001 STANDDAR0 5PECiFICA'E10N5 9-06 AND 9-26, MOUNTING ON EXISVIING METAL POLE OR LUMINAIR - - i E0C1E OF TRAVELED ROAUWAY 90 3O'�-1 4MIN. T EDGE OF 100 RLf LLC1'ORIZEQ SIONS: WOUN I .. FACING 3'(degree) OUTWARD IF SIG1v GALVANIZED SALT Wlrii IS VAIHIN 30 FEET OF ROADWAY CALYAN17E0 WASHERS. ! SIGN FACE ORIENTATION METAL POST • O SI'} ' • w • a a W T OF LOWER SIB ' ZO •: •' SmGti POST ■ ■` r TUBE) + 41 0 :: a ■ it FINIGROUN I _- I * a * LINE - L1IraER S+GN 5 1b- {IIw COINER 6QL1 a0ST 5[1I'PORT 3/ " I14j ft At GEO -{]PC SHCOLULR 800 WITH NU 1 AND WASHERS - 2 RE001KO (TYR) a. T SLOP tH GPI POST TYPE. ST-4 SIGN SUPPORT LOWER SIGN PI051 SUPPORT -- 2,25" (IN). 7-GACt. HOT -DIP GALY., N. HEAVY-DUTY ANCHOR 1 AA COMMERCIAL CONCRFTE M1t9UIMNO ON METAL POST SIGNINIUUTING ON SINGLE STD. PLAN- 128 PUBLICWORKS 7AL S * APPROVED: DEPARTMENT (ADOPTED) CIA - -- DA'Tl'` City of Renton Standard Plan 129 School Zone Crossing Sign VARIES: 4.5' LAIN, LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE ) T' EDGE OF PAVEMENT, EQGE 1 OF CURB do GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HWA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCA110tV5, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR- 40DOW GSTC, BANE( RUN GRAVEI_ FOR TRENCH BACKFILL GRAVEL BORROW (9-03.14(t)) PER. WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. 0 PROPOSED IMPRQVEMEN T (SEE W'SDQT 5TANDARQ SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET TIRE (REQUIREMENTS OF 111R THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-05-3(1)B FOR STORM AND WATER- PIPE, PER STD PLAN 220.0 FOR SANITARY SEWER PER STQ PLAN 405 TRENCH VODTH � FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1- WHEN EXISTING PAVEMENT IN A LAME REOUIRING A FULL IMDTH REPLACEMENT IS BROKEN OR DETF-RIQRATEL TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND rDR THAT DISTANCE SO CLA55111`11), SHALL BE REMOVED AND REPLACED WITH HMA MATCHJNG THE DEPTH U5E0 IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD. WHICHEVER IS GREATER- 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL 13E HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6"_ RESIDENTIAL ACCESS STREETS - HMA CL J" PG 64-22. THE: THICkNESS SHALL BL THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4" 3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER UR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURD & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL eE PLANED DR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTNG SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL_ BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL, LONGITUDINAL PATCH . PLAN - I10.1 +~ PUBLIC WORKS i' IR ' ELr DEPARTMENT RIGID FLEXIBLE PAVEIVIENT OR WITH�'��}� RIGID PAVEMENT WITH OVERLAYffj City of Renton Standard Plan 110.1 Longitudinal Patch For Flexible Pavement DocuSign Envelope ID: F7656CAO-342646F1-A004-9EEA931EFOA2 DOUBLE YELLOW LOVW CENTER LINES APPROACH LINES Y•# a• a i# i r a a a r r a i a IL-4- ■ 74" air•►a-�4" YELLOW TYPE 1 4" WHITE TYPE 1 30' LINE MARKERS ��LINEMARKERS 4" YELLOW TYPE 2d WHITE TYPE 2e LINE LINE MARKERS (REFL.) MARKERS I REFL.) SINGLE SKIP YELLOW CENTER LINES SKIP APPROACH LINES 15 I: re 4" YELLOW TYPE hhhl 4" YELLOW TYPE \2d 4" WHITE TYPL T WHITE TYPE Ze LINE MARKERS LINE MARKERS (REFL.) LINE MARKERS LINEITET MARKERS (REEL) TWO-WAY LEFT TARN LANES LANE LINES q- r ■ s a ■ ■ • r ■ r ■ ■ r r * • • # " 4- • r 1 •II • # r ; F---r9'# t 5' � s • • ■ 9' 15' -i �E 3' I- 4" YELLOW TYPE 2d LIFE MARKERS (REPL,} F- 4" WHITE TYPE 1 WHITE TYPE 2e 1z' LINE MARKERS LINE MARKERS REFL_ 4" YELLOW TYPE i LINEMAf2iCEF2S � ) r■ r■.■ s■ s a Z-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH ----- 200' O.C. SPEED LIMIT 30-35 MPH 250' D.C. SPEED LIMIT 40-45 MPH -- - 300' O.C. LEFT AND RIGHT ! RN ARROW SPACING APPRQA_QV LINE LENGTH ARROW LOCATaN5 _.drmm OR - .. 20'--50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER .300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER RPM TYPES RIM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 +4" t0,7" TYPE 2 t 4" ± 0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTIO►1 9-21 RAISED PAVEMENT MARKERS (RPM) GHANNELIZATION MARKERS DETAIL SIM. PLAN- 100 * i PCIBLIC WORKSA- DEPARTMENT DEPARTMENTOre _Zimmerman OA1E City of Renton Standard Plan 109 Channelization Markers END CAP NOTES PLACE BEAD OF SILICONE ON TOP FLASHING BEACON FLASHING BEACON = I OF SERRATED AREA A I - TOP OF FLASHING BEACON (TYR) F j -- TOP OF 1- See Standard Plan J-21.10 for Signal POLE POLE Standard Foundation details. 8" POLYCARBONATE - ___- FULL CIRCLE VISOR (SEE NOTE 5) i LOCKNIPPI. E � I B 2- Al[ poles shall be hot dip galvanized per AASHTO Mi 11. " 1 3- Welding of structures shalt be in accord- + I ance with the latest edition of the AWS i MOUNTING BRACKET d D1.1 Structural Welding Code - Steel. All butt welds shall be ground flush with base r �1 MOUNTING BRACKET AN R STEEL STRAP [TYP.} AND STEEL STRAP (1YP ] �. �CZ metal. SFF STANDARD PLAN 6-24,10 - SEE STANDARD PLAN G-24.10 114" WEEP i � � PANEL 4- Visor shall be 8" P❑lycarb❑Hate, fully en- - HOLE I � -SIGN PANEL - - SIGN closed circle at bottom to reduce glare on SLIPFITTER - OFFSET TOP r sign. Display shall be of appropriate color MOUNT PLACE OFFSET a) TO BACK OF POLE SIGN BRACE - SEE I SIGN BRACE �- SEE needed - STANDARD PLAN G-60.10 I STANDARD PLAN G-SGAG 1 5- See Standard Plan J-21.17 for Electrical a i ---- ------------------------------------- details. -------------- ....-I--�---- U TAPERED STEEL I i 6, Junction Box serving the Standard shall N SHAFT ! ; preferably be located 5' - O" (10, - O" Max,) from the Standard. } ---- a• _ _ i _ m DETAIL (A ] ! jk Po II rya BOTTOM SINGLE FLASHING BEACON DETAIL •� ❑ I r BgTTORA OF SIGN j p, j r I OF SIGN jI /J T USE DETAILS BELOW MATCHLINE l U$E DETAILS BELOW NIATCHLINE j ON RAMP METFR WITH RGUHLE - I �' FOR RAMP 1MSFTFR WITH SINGE F j FLASHING BEACON ^ FLASHING BEACON j I MATCHLINE j T MATCHLINE NIPPLE - __-- .__.-- _. 1 _- SERRATED OR FLANGED ELBOW 1 112" DIAM. SINGLE FLASH114G BEACON � I REAMED TEE WITH SET SCREW CONDUIT LOCKNUT •- SERRATED RING - - 1 112" DIM NO PINS NIPPLE •- 1 112' DIAM. TAPERED STEEL SHAFT � ~ HEX LOCKNUT - f -• SEE NOTE 2 ALLEN HEAD STAINLESS , STEEL SET SCREWS, (2 REQ'D.} - HEX LOCKNUT [TYP.) JOSEp� � m y PIN RECEPTACLES NIPPLE SERRATED RING - NO PENS L Q p4 WAS gg� SERRATED RING WITH PINS 1 1i2" DIAM, D� ��R' �i '.:. W PLACE BEAD OF SILICONE ON TOP OF SERRATED AREA SLIPF 1TTER -OFFSET TOP MOUNT =J .< - PLACE OFFSET TO BACK OF POLE 4 -__ 14 k y FLASHING WARNING BEACON - -= _ _ TOP OF FOUNDATION �0 � epQ9 382G ��• r� r`y7ONAL NEOPRENE GASKET T STEEL WASHER _ lu .` Zr HF�t LOGKNUT - 1 112" DIAM, TAPERED STEEL SHAFT 9 F �v FLASHING BEACON CONDUIT LOCKNUT - 1 1f2" DIAM,--_ CONCRETE FOUNDATION SEE NOTE 1 TYPE 1 SIGNAL STANDARD DETAILS 11A"WISP HOLE STANDARD PLAN J-21.16-01 ORNAMENTAL CAP WITH 2-WAY FLASHER, $HEFT 1 OF 1 SHEET NEOPRENE GASKET AND LOCKNUT APPROVED FOR PUBLICATION DETAIL i B 1 �J Pasco Bako#rch Ill 6110/13 ALTERNATING FLASHING BEACON DETAIL ALTFRNATIIiG FLASHING BEACON STATE DESIGN ENGINEER PATE [SHOWN WITHOUT H1NG E DOOR FOR CLARITYI FLASHING BEACON TYPE 1 Washlnp+an Sfcfa D■ponmenf of TmnspoAalion SLIP BASE SHOWN WSDOT Standard Plan J-21.16-01 Flashing Beacon Type I Signal 8 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O �C) (D `M N, UZ o �O> N � Q ^ Lu \ Z o O CU COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS NWA nt Q 39871 pk REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 CITY OF RENTON PAVING DETAILS R-411023 N_ O 1 LU DccuSign Envelope ID: 5D308A1A-204D-48ES-9323,BA2834BB565E GENERAL NOTES' 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE 6 7-0. 6 POLES, TRAFFIC SIGNAL PODS, SIGN POSTS). RAISED EDGE DETAIL LEVEL ._.J 172 EXTEND SIDEWALK TRANSVERSE ,' • D. V - 0• J2' , (IN) R. JOINTS TO INCLUDE RAISED EDGE ROU DING 2.0% a •► ' ! SIDEWALK 316• (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE 112'(IN)R.(iYP.) FOR CURB DETAILS 'v 2. ALL DTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ••• 1.5% SEE STD PLAN 101 ,� ,' (IN) R. I•. • , t . •, • • 9���►� . :- ,:..-.., EXISTINGROADWAY _ __ _ -. - i�, / CRUSHED ROCK BAS ONCE CONSTRUCTION IS COMPLETE. NT- SEE RAISED EDGE ILTYpICAL ,'-0" SIDEWALK OETAfL-THIS SHE ALL CUT MIN. UNDER CRUSHED SURFACING TOP COURSE{CSTC) SIDEWALK OMPACT TO 45% MODIFIED PROCTOR 3• ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION SLOPES' IJ2•(IN) R.(TYP.) BY WITH RAISED EDGE ENGINEER) TYPIUNLESS CALU ER ALL EMENT DCURB, GUTTER B SIDEWALK. CSTC UNDER CURB 6 GUTTER TO BE 6• THICKNESS OR LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON—SKID 2.0% 1a FOR CURB DETAILS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR AK Tt� �' •• ' •• R•f ALL CURB & GUTTER). LIDS). FINISHED GRADE 1• (IN) BELOW '^ 2'-0' SIDEWALK i TOP OF CONCRETE SURFACE 4, ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION ADJACENT TO CURB 1.-D I,-p MIN TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK, ROU DING ,2 0% FOR CURB DETAILS SEE STO PLAN 101 's • • • •6%• •[ .... .. .. ----°~F�:.• 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER BRIDGE OR PEDESTRIAN Sty RAILING �' ,�.. DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. FOR CURB DETAILS BARRIER -SEE SIDEWALK SEE STD PLAN 101. ADJACENT TO CURB (STEEP FILL SLOPES} CONTRACT PLANS I 1J2' (IN) R. (fYP.) /---WALL OR BARRIER f� I I ,I j� �} SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. I If I FLUSH I v SIDEWALK ..; .' 112 .� ._.: - - - • MR 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS ".... VERTICAL WALL - NX 'U ... ' SEE DETAIL • 31B• PREMOLDED ► . . ► SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK (IN) JGIFILLER A ADJACENT TO CURB AND RAILING OR WALL - e• SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST FOR SIDE PREMOLDED JOINT FILLER FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL btt OTHER SIDEWALK (SEE NOTE 10) SECTIONS112 YPI�)R. FOR CURB DETAIL$ 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL VEHICLE DETECTION SHALL BE MAINTAINED AND 1.5%R, _IN. SEE STD PLAN 101 -- \ r r BROOMEDFINISH ! REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED 1"``� 1'�, •:•' OR MATCH EXISTING • 0 4'WIDE,SMOOTH AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. � 7 l] TROWELED PERIMETER C� FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0' f0 �' •' (CURB AND GUTTERSHOWN)9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION ADJACENT TO BUFFER STRIP .i 5,0 FOR CURB AILS SEE STD PLAN 101 SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS O MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE, CONTRACTOR TO COORDINATE 5 � INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER NOTES TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 1. Four feet of the sidewalk width shall be the minimum pedestrian - accessible route (PAR) free of vertical and horizontal obstructions. Gratings, IN ONLY • ' ► r�B. ► • . ?P�o t.• ► • ' ! '• Access Covers, Junction Boxes, Cable Vaults, PUII Boxes and other FULL -DEPTH EXPANSION JOINT IN BOTH ►' CURB AND SIDEWALK (SEE Ste PLAN 101.1) appurtenances within the sidewalk s/�F� must be flush with surface, and match 318' C CONTRACTION JOINT grade of the sidewalk JOINT AND FINISH 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new For other referenced NOTES see DETAIL , r construction. When replacement work STD PLAN 104,2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply with PREMOLDE JOINT FILLER STD PLAN 102.1 as applicable. 3. Concrete to be 4,000 PSI. E FULL -DEPTH EXPANSION JOINT .•,� PUBLIC WORKS CEMENT CONCRETE STD. PLAN i 102 T'� I ISO I I) DEPARTMENT SIDEWALK l f r.. TRANSPORTATION NOTES STIR. PLAN — 135 4 1* PUELIC WORKS ):1 DEPARTMENT GAZ 3/13/2019 I NTS NTS City of Renton Standard Plan 102 City of Renton Standard Plan 135 Not Us - I Not Used Cement Concrete Sidewalk Transportation Notes 4 NTS NTS Not Used 5 Not Used Not UsedNTS 7 Not UsedNTS 8 COPYRIGHT© 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z O J Q LL 0 Ur CIO N � z O O W � O COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ti`�� oN waK��j ti Q 39871 W� sslo1ST VV� Ar" 'L pk/1 / REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy II J 10801 Main Street, #110 I Bellevue,WA 98004 1904 Third Avenue, #330 I Seattle, WA 98101 BaylisArchitects.com I (425) 454 0566 CITY OF RENTON PAVING DETAILS R-411024 C312 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C) T T I C) W I— C) T i i I I n I it I l i I i nn m�W Iof I I I � I I I I I I DMI I SD 0 os l l I I I I I I I► LIMIT 4,ap I / _\ w 0 10 20 40 SCALE 111=20' Call before you D�g.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) M T Legend 0 N 79°33'06" E - 46.81' PROPERTY LINE ASPHALT PAVEMENT T CONCRETE PAVEMENT U BIORETENTION LANDSCAPE 12'SS SS 8" SS @ xx% SANITARY SEWER :(J-)SH oSSC� O SANITARY MH/CO C's CO \) — 12" D/ W 12" DI W WATER MAIN W \ N o //c' D4 tl �FD�PIVNWV FH/FDC/PIVNALVE \ \ a ~ Q Igo \ �W ®WM WATER VAULT/METER � Q I O I l rCD I I I w\�� I Q wQ I m _/ W I I ��� I I I I � mm I // II \ /`1 I �2(51 J I I I I I I \ I /�� I s� I 1/ I NOTES: °° I I I I I \ LIMIT \ I o I I I I I ( m 1. SCHOOL OCCUPIED AREA FROM AUGUST 30, 2020 UNTIL JUNE 30, I DRANT ' 2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE W 30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT I = = o h h o / EXISTING CASCADE ,7 ^ ' / / I / / 2. CONTRACTOR OCCUPIED FROM AUGUST 30, 2020 UNTIL END OF o I I I I \ o o z I \ m W u R- �; ELEMENTARY SCHOOL / I \\ ' I I CONSTRUCTION I \ z W M � U I w 3 LF 8" DI L52 I <i000 / 3. CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS AND nuns I n z z z z I o I I W 4 �� ? z W ` LIMIT / °� / ' \ I I ASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED U h,0000 j. LIMIT uk I 1 /S AND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION. / I ❑ I I I LIMIT �I = Lim UM�c� l 1► iM�T\ / //MST I I \ " `� \ l CONNECT TO EX a WATER MAIN / �' o 0000 <V CD C \ �, \. —IW (CUT IN COFLxMJTION) off/ L/MITFIRE HYDRANTL� Z CONNECT TO EX GAS M N SD I — ' — — — — — — — — L — — — — — ) / CONNECT TO EX PROPOSED LOT � SEE DETAIL / / / I MiT CONNECT TO EXISTING SSMH I CONTRACTORIDEVELOPER J I — ( VALVE (MJ) /� o / ,, TO CONTACT OWNER OF c� I I ECT TO EX WATER MAIN • aD WATER MAIN. LINE PER SHORT \ 30 LF 8" DI CL52 (RJ) / // I ° , IE = 445.00 THE HIGH PRESSURE I I I (CUT IN CONNECTION) 3 WATER METER MAINTAIN EXISTING PLAT PROCESS / / I I NATURAL GAS I (1) 8 TEE FLxMJ / 6"ISSCO 59 LF 6 PVC @ 5.6/° • —SIZE DETAI 5 9 LF 3" DICL52 GATE VALVE (1) 8" 90° BEND RJ (1) 8 x8 TEE (MJxFL) / ° SS I I I ( ) ( ) / / RIM TO GRADE (1) 8 45 BEND (MJ) \ I C410 1 8" GATE VALVE M = L� TRANSMISSION PIPELINES I (1) 8" GATE VALVE (FLxMJ) \ • _ \ (1) 8"x4"TEE (MJxFJ) O ( JxFL / / IE=448.32 WITHRUST BLOCKIN� O OPERATED BY WILLIAMS CD I W/ THRUST BLOCKING (1) 3" 90' BEND 3 L I CL52 w /x \ 4" GATE VALVE (FLxRJ) FDC W/ THRUST BLOCKING NORTHWEST PIPELINE I I THRUST BLOCKING _ _ 1 22.5° BEND W/ —-�-- — -- -- ---- -- -- --I U — _ _ _ _ _THRUST BLOCKING ` I BEFORE ANY GROUND GAS � GA S GAS GA / DISTURBANCE WITHIN G I I GAS / / �� L 86LF8"pl CL52 _ — I (1) 8"45° BEND (MJ) I 50OFTOFPIPELINE I I I I _ �_ I G 1.4 2 — — — — -- L— ---------------- l� - _ � 37 LF 8 DI CL52 76 LF 8" DI CL52 W/THRUST BLOCKING 1 A$ _ 47 LF 8" DI CL52 9 LF 8" DI CL52 I 2" HDPE GRAVITY DRA A$ 960 _ —------- �— — —4 11 LF8"DICL52 I I I PIPE TO CATCH BASIN ° ° LF CL52 _ — — — — — —4 ( J) — — — — 30 LF 8" DI CL52 (RJ) / U ; CONNECT RELOCATED / J \ FROM WATER VALUT °, oo ° GAS 13 F " DI CL5 R ® l SPEED CAMERA TO I k SO \ \ o ° ° ° / I \ G 4" DCVA AND VAULT --FTG ---- FTG=-= -F - EXISTING CONDUITS / �_ n \ AS - ^ W/ SUMP PUMP F G----FTG----FTG-- TG-- -F- - 1 I \ (1) 8" 45° BEND (MJ) 1 GAS ������� �� I / W/THRUST BLOCKIN o 0 1 0 �. 4 . �. 0 \ \ / u _ - - GAS-- --- -- \ / 64 LF 6" PVC @ % c cSI Ld IN IN - = -- ---- - -- - =- ---- --- --FT / I N — —\— — — — ��L11� — — — — — � -- - \` 2" HDPE GRAVITY DRAIN / / ...::::.......... ......:.-: I II ` ` ` V ` PIPE TO CATCH BASIN w k' � CONTRACTOR SHALL TRENCH AND I I I \ SEE NOT 1 SEE THRUST BLOCKING / FROM WATER VALUT / BACKFILL FOR PSE PIPE. PSE TO INSTALL33 LF 8 DI CL52 I I I \ PROPOSED STORM o I I 0 ( \ I 4" FIRE SERVICE 6 S NITARY SEWER �, \ 1 W � GAS SERVICE PIPE. COORDINATE WI PSE GAS METER � I m I I ? �\ 2 I ° SEE MEP PLANS FOR SEE MEP PLANS FOR 2� I SYSTEM SEE I I \ FOR APPROVED ROUTING, CONSTRUCTION I I # �IHHHI SHEET C200 J \ SEQUENCING AND TIMI G (1) 8" 90° BEND (MJ) CONTINUATION CONTINUATION HH HH I I r I 1 � \ � � \ � I E = 451.50 i 648, i 1 I ( I \ \ \ I G WI THRUST BLOCKING 14 I �' ) IHHHHHHHI I / -- �2 I 3" WATER SERVICE I 1 I cn I I \ \ I ( 1 I SEE MEP PLANS FOR (1) 8" 45° BEND (MJ) I I I HHHHHH HH� MO I I I \ \ I I ( \ \ \ I CONTINUATION W/ HRUST BLOCKING I I \ I I I I 0f m ' `�' I I 15 F 3" DI CL 2 IHHHHHH I HHH� I / M° II I \\ \\ � � �' I �� �� J 11 // / I ► � � I I I I � I ;, I I I I I CD HHHHHHHHHHH� I OI'HHHHHHHHH, I I I� ' I I N I I I-- __/ r \ I , I _ 4-6-3 — I I I I N HHHHHHHHHHHI I I III HH I - 1I ° ____-- l I► , I o w dHHHHHHHHHHHHH D+,HHHHHHHH I I �HHHIHHH/ . I O I HHHH I I ®� HHHHHH HHHH 1 (n coI I ° C� -- — -� I I I � I I I _ HHHHHH, HHHH I I I o HHHHHH00 , HHHH I I I :2 L/ _ _ SYSTE SEE _ I I `` HHHHHHH I ��HHHH / I �>l 0-3:U � / / - � - - I - - -SHEET .�0� / / I \ I — —I I I I /�� / o — — ---- — --- I `n ---- / I0 I � I I � / i . � l/ i '�5 -- - -F --FT 4�4 --=�1-♦-� - -- - -cam- - - - - - � -FT (1) 8" "TEE ( JxF ) WIT UST B OCKIN M C) M0 W T UUUKUINAI L VV/ SUU7 UKLLK J UU pJJLv 111 `� 11�� - - FOR WATER MAIN SHUT DOWN N W I N 89°1036" W 810.34' , \ 1, o w I Q ♦ o I I 1-1/2" STUB OUT SEE I I \ o° wo 00 LANDSCAPE PLANS FOR I 1 (1) 8"x8" TEE (MJxFL) o \ N I o N (1) 8" 45° BEND NJ) I \\ `V / W CONTINUATION \ (1) 8" GATE VALVE (MJxFL) \ \ N I I W/THRUST BLOCKING \ / %� z \ I �� I I I \ I \ 1 W/ THRUST BLOCKING �"� UQ I I / / / ` Li o o // / W � I II I I I I I I I I / �o I ��� I V II I I I I I I I I I I R-4 110 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z DEVELOPMENT ENGINEERING MSippo 07/08/2020 v�7;rL 0A/so Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 1r•1 REVISION SURVEYED: EJ G DESIGNED: CPS DRAWN: GCL CHECKED: AJ F BY DATE AP P R APPROVED: AJ F SCALE: SCALE ONE INCH AT FULL SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 O U cc AVX• CITY OF V'RI V420V RENTON Planning/Building/Public Works Dept. FAMILY FIRST COMMUNITY CENTER CIVIL CONSTRUCTION PERMIT APPROVED SODS CREEK WATER AND SEWER PLAN DATE: 6/3/2020 L.L J Q L.L FIELDBOOK: PAGE: DRAWING N0: C400 SHEET: 25 OF: 40 CORPORATION STOP M T f FORD FB500 OR ESMT. RTr LINL NE OR HYDRANT RUN_ MUELLER H-9969 SEE PIPE 1 LENGTH ESTABLISHED ON JU A$ APPROVED 8Y DSTRLCT r I;IPT /e_= NOTES * A. USE 5' DI PIPE. I'LAROM (SHTJRT RUNS ONLY), /f �~ � SLEEVE DETAIL 1 ONE 6" 01 PIP DATJWITH 2 W L3f " STEPREa TIE � DN TH WATER SERVICE & • 5 r{ 1 �1 TZ CONC. BLOCKfNC O T` 36 RODS. NUTS AND BOLTS AFTER INSTALLATION, ROVAC 202-S— POLYETHYLEEVE PLASTIC F + O MEGALUGS CAN BE PROMOEO IN LIEU OF TIE RODS . STAINLESS STEEL P1PF WITH FOLIO NO. 72 I IirDJaAidT: - STRAP SADDLL STIFFENER INSERTED 1N - � � O 1. ^BALL BE CLEANSED & PRIME COATED "TK HEAVY DUTY (IPT) OR EQUALI END OF PIPE L1J j1 r\ 6RUSH TYPE PRIMER OR APPROVEO EQUAL AL; HYDRANTS �� J f/ � r SHALL BE PAINTED YELLOW. YEOW. TW'O TOP COATS SHALL BE 12 - w OIL RESrSTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL- II - 13 VENT BOAC SHALL BE r 2. 5TENC1L CfJ FACE 4F j•IYpRANT BARREL T11E I]ISTANCE � STANDARD WATER ■ ■ HORIZONTAL BEND VALVE ANCHOR PLUGC�E❑ TEE FROM HYDRANT to Gv, IN FEET MTH 2" HLACk LETTERS, p STANMETER BOX PER - — 3.. $URfA,CE TO BE GRADED UNWORML.Y AI {OUND }iYURANT I f TS' RADIUS). SLOPE AWAY W/ 9W.Sri FINISH SEE BY-PASS DETAIL DETAIL ON7VAJJLT s' rH,QK G:,NC, F+ti�J { 4I BRASS PIPE, a_ INSTALL STIMSONITE MODEL 89-A BLUE REFLECTIVE PLAN E I RE -HYDRANT IN CUT PAVEMENT MARKER, OR EQUAL_ ON SYDRANT SME OF THE: COMPRESSION PACK JOINT, - - SIDE WITH THE LEAST } - - - CENTER L114E OF THE ADJACENT STREET IN QIfiECT LINE f 1 _ 2 4"--12" # CGiJ1 I IGTS. ti �� t• �� f WITH TF#E HYDRANT. M ELLLE{�6H 5454, CL�200 OR RNISH GRADE NOTES: ` r IRON PIPE 'SIZE O1. ROCKERY TYPE RETAINING, WALL TO SE PROMI}E❑ WHERE NECESSARY 04 CuT O:1 FILL AREAS "A 2. NO GUARD POSTS. r CLASS 52 i 1 i f �, * Ll 5�E No-%s DUC71LE [ONWATERMAIN1 f' /• r 1, \ ti ` WATERTI GHT 00 SEALED Y411 90- PVC O TEE OFFSET PLUGGED CROSS — - { THICK COFkC LAN '.. SEND PAo Ya" ELECTRICAL I 1-1" BARS 1a" O � PVC CONDUIT 1 F'.ACE DF A10AL CORPO RATON STOP- COMPRESSION CURB ,f �= TTP.: �` TO �. PACK JOINT - VERTiCAL MIN.: 3 - p- T 6"T 24" CAST IRON -f 1/4' RAKE VALVE BOX W/ LID _ sR MARKED oe�c>Ft„ as WA�� 51EVIGF E $ 12 1 q FIRE HYDRANT I N FJ-LL Cr,�Jc - - - SMEWALI{ APPROVED BY n1sTJZJ T ....fir •` a f, FIRE HYDRANT LOCATION _s- MIN. IN CUT OR FILL VARIABLE 6" GATE VALVE CONC. I2 9 12" MJI W VERTICAL BEND ALTERNATE PLUGGED R FILTER Fg13RICSEE PIPE (ALL Aaar,r,o} I - I tp'f STIFFENER INSERT s�DcxlNc SLEEVE DETAIL CL 52 5" oa. Phi VERTICAL BEND z ELEVATION mob.amCNCREETE ROMAC 2a2�5 7 w 1HRUST 13LOCK 44ATER#�AIN STAINLESS STEEL II1/2 YARD I MIN STRAP SADDLE 1 1 a i WASHED 1;'XK A" CONCRETE SEARING BLOC{ v N [70LJ�LE L*EECIt N STEEL ShiIM PLATE I IPT OR EQUAL TT r PIPE SLEEVE 7O E3E INSTALLED jj VALVE W/PORTS LEAD do OAKUM O NOTES. ELEVATION BY DISTRICT VALVE * UP 9. GATE 1F OR EPOMY T PIPE O I— b� TtdCIS COh3C_ - _ O 1 1 1, ALL CONCRETE FOR BLOCK€M4G SHALL 9E A =Aa BLANK PLbG FIVE (5) SACK MIX, FIRE HYDRANT ASSEMBLY 1, SERVICE LJ€vE FITTINGS: CAST C80C WATER WORKS BRASS. L z FIR HYDRANT PLAN V I EIJ1 G0.TE VAL TEST bpRT {TYPTEST VALVES z - YEE `PAI:K �� CF}A�NT PRY 2. ALL BLOCKING SHALL BE POURED AGAINST 2. MUNICIPAL SERVICE PIPE; IRDN PIPE SIZE ID, ASTIV D-2239, SIDR 7. PE 3408 3/4' 90' BEND r C PLUGGED END FOR FERM, U1Nak5TURBEI7 EARTH, (HI-MOL PLASTiC) WITH If GAUGE 71RACER WIRE.. BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DE!'AIL. ■ ■ c FUTURE EXPANSION 3. CORPORATION STOP VALVE INSTALLED PARALLEL TO WATERMAIN. * SEE SHEET 2 FOR ADDITICNAL NOTES & MATERIALS SHEET 1 OF R FIRE HYDRANT ASSEMBLY C - DOUBLE Z) CHECK DETECTOR J O VERTICAL CURB WATER SERVICE CONNECTION (� S �' CONCRETE BLOCKING - 1-1/2 INCH AND LARGER � BACIrCFLOV�f PREVENTION ASSY. (j REV} �4a�• n:rTC,.�_1 hPPRQVAL 4ATF APPR yE,} � DETAIL M/45/2017, I IS-V. OB 05 2013 q ;� ear REVISION PATE SCALE DJSTRICT APPR6VAL DATE a.PPROvED 5' � rLf N.ukw REVISION DATE SCALE D15�fCT APPIs�OVA'_ DATE APPkiUVED ,�4 MAY 17, 2011. N'M K. V. JUNE 02, 2011 F. nFTAILS SDQSCRK WATER VY-5 DWG. ACT, -,r} JA MAY 17, 3D1I 1VT5 K.V. JiJIIE 0$, 2011 Sk`I �� FILE NILIaE - - $ #L RLE NAME M:\SOOS CREEK W&S` DESIGN STA.NOARDS\WTR E)TLS\W-25A DWG. NOT. A REVISION DATE SHALL J�15TRICT APPROVAL DATE APPROVED hb: SOD$ CREEK iN&S DESE+:,N STAIJI]ARps wTJx {3TL5 - D D NO, VY- lJ icy MAY 17, all INS K. V. JUNE Q2, 201 t � FILE NAM hr: \SOUS CREEK W&S\1DESIGN STANDARDS\WTR 0-rLS\W-1 DWG- NO, -1 co NTS (� Double C heck Detector Baclilow Prevention AssembAJ 4 c0 NTS NTS NTS ✓ O J Thrust Bloc ' S■ ' Table Fire Hydrant Assseab Vertical Curb 2 Water Service C onnection 1-1/2 Inch and larger 3 � � Y lY o 00 METER 190x u0 • METER 13OX LID ANGLE DALE ANGLMETER BOX (TYP) VALVE VALVE BALL L � ' r F q CENTER LIFT POCKET SEE NOTE 1 1z' � SEE PIPE RECESSED 4 SLEEVE DETAIL SURGRAIDE STANDARD} CONC. B1.OGKIIdGI 6" {f �! 4 6 \ l t3 SCREW N.C.TV � SOCKET j — j-� FLANGES + , I � CAST IRON RING & LOCKING MIN. 959"e COMPACTO€M PIT RUN 3" MINUS COVER, "OI.wIfillir FOUNDARY Ik 24" MIN. --- _ �- CRUSHED JOCK COMPANY" NO, M-1025 w/ �;Q y� li% 2_ RAISED l 5/8"-1 112" H-20 RATING MARKED PADS "SEWF R" LOCKING IZ" 17 _ HI- ADL WING NUT � _- � PLASTIC ,2 11 —VEIN BOX SHALL 2L NATIVE MATERIAL IF III CL. TIC 1p r 14 STANDARD WATER APPROYED BY DIST7JGT PIT RUN 3" MINUS ram... � BRASS PIPE + AND RIGHT-or-wAY 90% COMPACTION CRUSHED ROCK COiVCRETE PAD, 24"x24%8" FLOW — o A 15 DIETER W- PER AGENCY CONSTRUCTION OR INSTALL IN PAVEMEN F DETAIL W-17, INSTAL REPRESENTATIVE 5fJ5"-I 1/2" � R'� SLOPE AWAY w/ 9+�USFI F1lJ15H $� I LOCKING CAP OR PLUG THE LEAVAULT SIDE WITH 4 _ BALL VALVE {2' BEYOND METER BOX (TYP) 1 PLAN �"-1z�-� Tf-IE LEAST COJVFLfCTS. } FINISH GRADE I 1'- SEE NOTE 2 METER BOX) fig" MIN. 90 COMPACTION PLAN "x8" LOCKING CLEJANOUT ELEVATION END VIEW ` F . P.Lp - - • , ° '_ � SAND -SOIL ENGINEER APPROVAL COMPACTION TEST REQUIRED PEA GRAVEL CAST IRON DING do LOCKINIC WATERT5/8" MINUS CRUSHED CDVER, "OLYMPIC FOUNDARY GONCRETL SEALED go, go, PVC COMPANY" NO. M-1025 (OR INSTALL PIN PA-rEME T) NOTE 1: GENERAL NOTES: �i" 1-112" METER = 13" REND 5 I 2" MLTEI� - 15�<.� � 'JSB7B-12B-31-6C FORD CLISTOM SETTER 1-1J2". � ► FORD CUSTOM SETTER 2 : #VBB77-128-11-77-1525 k �'." ELECTRICAL 6} MIN. PVC CONDUIT NOTE Z. ,. 64 E 17 COMPRESSION RACK JOINT -METERS TO HE SUPPLIED AND SET BY THE DISTRICT, 8 � f � 2`-4" ROCK OR FOR 1-1/2" DIA. USE FOND ABOVE REFERENCED PART NUMBERS REFER TO ITEMS SOIL5 ENGINEERING 90% COMPACTION f OTHER MATERIAL � MANUFACTURED BY FORD METER BOX CO, INC. THESE OR DETAIL NEEDED � � LISTED A80VE �" [BOTTOM OF MAX. FRAME MUSTABOVBE DR8LouAL{PACK END I.P.S.) EQUIVALENT FITTINGS TO 9E USED. — — T TOP 4F CO. RISER FOR 2' DIA. USE FORD METER SETTER TO BE APPROVED BY 7HE OISTRICT PRIOR TYPE NIICCLWCOMPRESSION GONG 1 12' MIN 1Ei D7 {PACK END I.P.S.} TO J3ACKFkLL. SEE PIPE DRR EQUAL SLEEVE A BLOCKING D1`7AJL NOTES: 6' RISER 10' PVC PIFE NOTE 3: METER BOXES TO BE SUPPLIED BY DEVELOPER OR F q r. ► a � CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY METER B{i}(E5 SHALL E31: INSTALLED M1f)-STATES PLASTIC, INC. METER eox COMPANY- 1_ BEDDINNG-[ N R€GHT OF WAY, DRIVEWAY TRFENCH WDTiHS 6" 45' BEND AS FOLLOWS: SADDLE SUE PIPE PARKING LOTS, PAVED AREAS, AND NON- NOMINAL MINIEvI11M #ylllylMUM 2-WGPE METER 130x 84TTOh�S (GRI LE L 026 SUPPORT -7 PAVED AREAS- PiPE MAXIMUM 6" WYE NO, 13CF175012H STACKED (GRIr+kNELL �26� DIAMETER EARTH I�L3C1C UPON EACH LSTHER pR EOUIV } ELEVATION 2- BEDDING FOR RIGID PIPE-NATJVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE 2 18 24 36 - � BUG, UNLESS 3 TJ� 24 PIPE SLLCVE DISTRICT AND RIGHT-OF-WAY AGENCY 36 BT11LIiEI111SE NaTEC 1-HI]PE METER SOX L16 NO. BCF1734. LEAD do OAKUV OR CONSTRUCTION REPRESENTATIVE. 4 TJ3 24 36 � EPDXY SEALANT 6 21 24 36 3. TRENCH BACKFILL, BEDDING AND. MATERIAL a 24 24 36 ❑ 1-1 / & "METER SETTERS - PIPE TO CONFORM TO RIGHT-DF-WAY AGENCY 12 28 2J3 4a ELEVATION •-d CEMENT DRY PALM 'SPECIFICATIONS AND DISTRICT STANDARDS. (IN INCHES} ALTERNATE NO. 1 ) ' � PIPE SLEEVE DETAIL CR RE►siorm GATE SCALE 015TTRI�T APPROVAL GATE k.PPROVFD FILE NAME CLEAN OUT , MAY 17. 2011 NTS �.v. JUNE 02. 2011 SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS SHEET 1 OFL,U ❑ cry _ (SIDE SEINER STUB) M.\Soon CREEK W&S`1DESIGN STANDARDS�wTR OTLS\W-21 DWG- W-21 ' $ TYPICAL TRENCH DETAIL � ,TEAM AA !;r"L:. �iSIRICT A7�n NTS �qS CRc 3I}a 411 AND 61T } NAME FEB. 21. 17 NTS O':r.. R V un:_ aaf:FE9 21. 2017 II 11 Uzi R: `LOAD\DF 1 AI,\AUTOC AD\ soI35Gl'tI[ rS-t wo;\� 3O �G. No. S-30 1- 1/2 & 2 Meter Setters �/ METERS orb REV1.510N OATS SCALE 41STRkCT APPROVAL OATS AP990VEp IF;♦?'I1 NTS�� MAY i7, 2TS K,v. DUNE 42. 2011 4 REV15" DATE SCALE DISTRICT APPROVAL DA-M APPROVED S jL FILE NAME V MAY 17. 2011 1 NTS K,V. JUNE 02. 70i t MA \SODS CREEK W&S` \DESIGN STANDARDS\WTR OTLS\W-33 DWG. NO. -33 R 4110 2 6 � FILE NAME ❑WG. NO.-213A M:\S00S CREEK W&S\DESIGN STANDARJDS\WI'TR 1}TL5\W-26A IN COMPLIANCE WITH CITY OF RENTON STANDARDS z D NTS NTS ■ NTS DEVELOPMENT ENGINEERING 311 �i�' Water Meter "tallation 5 Typical Trench Detail 6 Sani Sewer Cleanout 7 MSipp o 07/08/2020 � O U U) FF SURVEYED: SCALE: DATE: �_ 0 0V, AS-11 EJG SCALE VERTICAL: NAVD 1988 FAMILY FIRST 6/3/2020 LL HORIZONTAL: NAD 1983/1991 CITY OF COMMUNITY CENTER FIELDBOOK: DESIGNED: Q CPS RENTON � - � d DRAWN: GCL CIVIL CONSTRUCTION PERMIT PAGE: <y ONE IN DATUM DRAWING NO: �i GT TEg a CHECKED: AT FULL SCALE C410 AJF Planning/Building/Public Works Dept. APPROVED BOOS CREEK oA/10 No. REVISION BY DATE APPR aJF WATER AND SEWER DETAILS 26 4o Q APPROVED: SHEEP: OF: Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) GENERAL NOTES 1. DO NOT SCALE DRAWINGS. SITE IMPROVEMENTS LEGEND (Symbols shown at 1" = 20'-0") SYMBOL ITEM DESCRIPTION rIS Pyq\ 123 I1 I 1 \ps Cn 2. REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY, HORIZONTAL CONTROL, AND ADDITIONAL LAYOUT INFORMATION. ASPHALT PAVING REFER TO CIVIL. 3. REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT INFORMATION. U W � � "' ' CONCRETE PAVING SEE SITE PLAN FOR LAYOUT AND PATTERN. REFER TO CIVIL FOR RIGHT-OF-WAY 4. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. ° EXPANSION IMPROVEMENTS. SEE CIVIL AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. II II II II p s JOINT Lc) m Lou- w w V' 5. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM o I I U � w w pE DOCUMENTED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED SCORE JOINT PERMEABLE CONCRETE PAVERS SEE SITE PLAN FOR LOCATIONS, SEE DETAILS 'G' AND 'H' ON SHEET L400 FOR N N N SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. LAYOUT AND PATTERN. SEE SPECIFICATIONS. INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. I w w z 0 6. STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM GRIDLINES, FACE OF BUILDING WALL, BACK OF CURB o w I - - w OR COORDINATE POINT AS SHOWN ON PLAN. BENCH SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'A' ON SHEET L401 AND SPECIFICATIONS. i� INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. Ln 7. WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS TO ASSUME THEY ARE 0 (E.G. 12 = 12 -0 ). QC -A - p o0 N ❑ LITTER RECEPTACLE SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'B' ON SHEET L401 AND SPECIFICATIONS. "' 0 8. MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, RAMPS, WALKS, SITE FURNITURE, ATHLETIC EQUIPMENT, INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. ETC. FOR APPROVAL BY ARCHITECT, PER SPECIFICATIONS, PRIOR TO INSTALLATION. / U \ rn � z z / 1 m - BIKE LOCKER SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'E' ON SHEET L401 AND SPECIFICATIONS. r6 7 w 11 U F w w _ 1 1 I INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. C, I O`er I I * p >_ LniV N \�// 1 1I , , 00 � I I a- -11 z 0�—as , I : \ 0 BIKE RACK SEE SITE PLAN FOR LOCATIONS, SEE DETAIL D ON SHEET L401 AND SPECIFICATIONS. Ln LLj Cn m w w p OS �b \ I INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. m I I \ LnLn I /\oc� U Um-- cn \ I I / N N N \ OS \ I IBMPICNIC TABLE SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'C' ON SHEET L401 AND SPECIFICATIONS. W \ �- II s �gb 1 I I ® INSTALL PER MANUFACTURER INFORMATION AND INSTALLATION REQUIREMENTS. H-� � 4 N NI _ -I- U �' �W W �- `°' �• u �� N \ as 't f 6 , O RAISED PLANTER SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'B' ON SHEET L400 AND SPECIFICATIONS. 1 ® I 3 dS p 0 w 1 �` / I II W �' s I ' I I DECORATIVE BOLLARD SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'F' ON SHEET L400 AND SPECIFICATIONS. w I \� o I c'O E M02� ,I:°' P SDI I I I LIGHTING ELEMENTS REFER TO ELECTRICAL. Q� I °�.a: z1z8t'=� SD� ooal 1'ti . .. Sp�v IIl I I I SS I III I I II II I EXISTING TREES TO PRESERVE / SAVE A /ND PROTECT, SEE CIVILc3 FOR EXACT LIMITS o N Q p :? S _ OF CLEARING.� I 1-1 - _r, ZZ aQ "Ln � 4J o I REMOVE EXISTING �p V m LLJ 0J Q z CONCRETE, SEE CIVIL EX�ST WWmoos n >�N JO U �� LLJ co C zC�1p�Oo (j1mp SCHOOL v ALIGN TO EXISTING _j o` UCONCRETE PLj oo o W W W N SCORING PATTERN, TYP-) as Ln 6 N / I� Cn I I \ \ LLJ I❑\ c° � `III oo I II / �I IQ IT p_ zII ro r"t0r0I ZN o �\\ a /.d. ..'.. . ,�vo° v' .; °_ • A _ a�v.'1 �wIPI W Lrco� FF EL=459. mZ pp IIImX REPAIR SURFACES TO o .J � ooLIMITS OF DISTURBANCE w SEE CIVIL, TYP 0od.0 Zz - ww`WW OO^ a \ _J0 mU /MI NNNN 1011I jc ix / I \ /j w w w w IlyI woo ryl° �` EXISTING-BENCHE \ TO REMAIN, TYP \ O co ,'�'. .° U _ �/ �, \ I o S V) Q6RgLLED CURB, ' 10 woo SL IT -b/ SEE CIVIL sP LSDwoo I SS w I — I\ 6,-0„ _ FY ]N . Sf a - -y� / LIMIT ���� LIMIT / / \ \ SS cc \ w — ° — — D y \ / // I_ LIMI I �S I I o o ` \ z BU ���\ I-- gam SD �p��5� \ SD�Sp REPAIR SURFACES TO \ w c� J L \ SD LIMITS OF DISTURBANCE, / / �( I \ w z \ LIMIT ° - °= - - SEE CIVIL, TYP \ Vehicle Gate Added z Q a_ MT� _ �SD _ /' U' \ C I G G GA w I G Q. �_ — \ _ _ — — — ---- --- — _' / / / \ \ V�Uv� GAS a a .: G llw w - G - REPAIR SURFACES TO LIMITS OF ---DISTURBANCE, / p - �� OPOSE-D P-ROPE INE 1- � -DISTURBANCE, SEE CIVIL, TYP � o \ , LED CURB, S °` - - -- - - _ - - - - - _ _ _ . ,. E CIVIL / PROPOSED o z esr . I h 6 - =00 > cn Cn I- :t:..._ co Sp o ,.A.. ,ICJ PROPERTY LINE I p ��-I--- - - - - --- - - - - -� 0 Z I , c� 1 cnl N DECORATI a:. GAS cn o a x L400 LLARD TY TRANSFORMER, SEE ELECTRICAL CONCRETE PAVING, cn U ,n REPAIR SURFACES TO w \ TYP -0 LIMITS OF DISTURBANCE, \ Gq5 o � / SEE CIVIL W o s' W / na 0]3ds a - _ I _ � °° °LO W Z 1 II / U F-- I �/z •'•` p I a,° GqS� ` 0 co W Lri (n on cn I �, MAINTENANCE Lij L'j � �� �: - \ o n °' two S C GqS `t L o Uz wvu v�v I �- o I a: — �o ri ri Y n ---- ----- TRIP, TYP --- -- = w zo w zo I `,mow `�.¢o �. I- _ L400 A CONCRETE STAIRS WITH/ 1 / / /'�HHHHHH�� O O u- U z ' N --- - ----- --- - - - -�� ----- W L400 (6) RISERS, CHEEK s I N J o w W \ g.� WALLS, AND HANDRAILS / / / s N ^ N � � p � m - W � a � � w � - HHHHHH \ ZW W—ILQI I I II4 �o-- m �I\ p�=,wOwN� I =� oI III I III I°r; �I-:v . .•:,� �I I—U- —��I I i \\2 \ � 1L40, a ° I Ln �\ LO _ aLL YWJ WU O \ HHHHHHHH U z J - "T -TMirL p wII T> El 4» m HHHH ��� C\ n�nn CO C) o- ELCPTRIa CONCRETE PAVING, H TYP FAWLY n EXISTING DRIVEWAY (1) LITTER HHHHHH H�lPH� n I STALLS D~ RECEPTACLE FFST PARKING HHH M0- PARKING Asy COMMUMTY Cn I ­__I H HHHH nn0 PICNIC TABLE SS 01\ � < J CENTERPERMEABLE CONCRETE PAVERS HNHHHHHHH Io o I AND STEEL EDGING Lj oLLJ NEW PARKING LOT , o RCONCRETE STAIRS WITH STRIPING, SEE CIVIL 12-� D H HHHHHHH < \ I I\ /\I EXISTING iING AISE LA(2) RISERS AND HANDRAILS BALL FIELD_ NTa PER,TYPI L400 I1 I I H HHHHHHH p ° J /_ Y�11 Li I o � '° � �I .Y- 1 LEI - - Uc BIKE RACK (9) BIKE LOCKERS HHHHH HHHHH I \ p�' o w ' (2) LITTER ' 3�_ 3�-0» H HHH o � 1 to ' \ ACESSIBLE RAMP, ° COM TY GARDEN RECEPTACLE MUNI I A ., L401 / - - 3 - - - I `I I H sS 1 w SEE CIVIL oa L401 (2) BENCH, TYP IIV w �_ I YP� ® 1, O O O O O _ �- 2- 5 217 1j I �'- 0' H o TY (3) BOLLARD 3'-0" TYP I TYP HHHHH I I �I N _ LIGHT, TYP, SEE �' H I V H ® HHHHH �� I � a 3 c' � � 4 ACESSIBLE RAMP, FLUS CURB, .,.. ,. � � 24 -1 1 _I I I PROPOSED - ° \ SEE CIVIL SEE CN(IL /�" / 1 - �I ELECTRICAL O Y \ a I o PROPERTY LINE < �� - — — — — — ° ° HH HH I I °- w �� _ _ , , ::::: :::#::B:::E _ _ a ° . 9 HHHHH J o �.. �7— _ ° m I II I w o O dl 311HM 01�OS I W �aa / / '_0" / 6 -_� °° '° 6 ' HH �� dd I I SS o o j ° HH H HHHHH I Q u a. � 5 —4 „ I° I . � H H HH �\ TY H I l N LdI — — TT� 2'-0" L -�I c' r / - \ TYP HHH H HHHHH U / ° d _ 4 n� HHHHHH-Y� 1 0 �I O N ... E _ �/ � N I I� H H� J a b — \ w I iP Q I I I U I p :.,. ....'.._':...,-.a $•;. AO a — -- Q \ I a I W ��'I,`.1 �4j CULLi I II z L 0 VEHI° R PIPE GATE - �` - - - I I \ = N m N° o U — HHHHHH HHH HHHHHHH r �= I I I 1 a;'R: H0, D OPEN POST / / FLUSH CURB WI o`, Q _ U ;F� w � 00 CD w rn I I 61 0 ':.�s I / VEHICULAR PIPE GATE / PAVING, S CI IL �� `� I I HHHHHH I I S \ \ m > _ z P ^^ I HHH HHHHHH HHHHHHHHHHHH �olw I61E R I J I �nZIW U)i� v w I J z L400 �►/ I IL— — — 2 — — — — — — — — — � _ o o W - w I HHHNWHE H IH T HHHHHHHHHH HHHHHH ��1 U 5 6 RIGHT-OF-WAY 5 �_ c� J �- - II — — - - — — — — W , I HHHHI� E T I A HHHHHH HHHHHHHH > _ m DEDICATION. p o 10'-0" STREET FRONTAGE / r _ — 4§3 / I / o �j S� jI I ' .° - - LANDSCAPING, PER CITY OF I - 4 / I o - RENTON MUNICIPAL CODE _ - - J i 6 SD D 7 I z W 4-4-070-F.1. - j --- - - ---- - -N - 7--- - -- - --- - -- - - — -- - --- - ' / S n --in—_ - -\ - _ -- _ --- / --- ---- -- — -- \ \ ' p SDI —SD �� ( \ I �:: �� - - �� - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — --- / SD m SD C\l— _ — — z --- - z--- --- - ---- - ---� - - - - -- 5 ----- - —I _ /� / SDTSD SD _=451t_ U w I �� \ EXISTIN PROPE T IN IF,DO a N c� X==x 2= a4 21 � Cn o / �z W 810.34 INTO p� c2'-0" PARKING OVERHANG ' � \ - aoo �W LANDSCAPING, 1�� / / I o \71 an o OF RENTON MUNICIPAL CODE ULLY SIGHT_ OBSCURING U v C) o Q 10 0 F` 1� � / W0 ... JQ o LANDSCAPE VISUAL BARRIER oALONG COMMON PROPERTY o \m oLINES, PER CITY OF RENTON J wI I w p o a_ n MUNICIPAL CODE �0 H1nOS Sd2�n1Vd� 2dH10 O - W po / LLi -1-Ad lON Oa 0NV � 4-4-070-F.4.A. 2�0 S32nlOn�1S lOdo co a_ I V1V0 0d11W1­NO OdSVO 31VWIXO2JddV 112]V N I 1 L` o I I I I \\ // o p Wo I I 3N1­ki2AdO2Jd d0 H1nos s?nOlNOO :310N C; p< U m I �Qww 0 CD 111 o II II IoOI,- ~o Q o5n � o o <=Ld r7 I U 00 O �' Z (O I r m U I 2� LJ LJ V otiti \3 EXP. 4I1� COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W Cn 0 W 2 LL Z O U N N C) N \rn V / O C) PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST �-_122-11_12 CONSULTANT SEATTLE WA 98112.WDGINCCOM ARCHITECTS boy Ir Z) 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BaylisArchitects.corn SITE PLAN G 0 N M O N 0 N M N SCALE:1 "=20'-0" 0' 10' 20' 40' 80' L100 ��� p. S P yq\ 1 I "II is cn I PLANTING NOTES: In 11� co 1. ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH FULL COVERAGE FOR PLANT ESTABLISHMENT. L0 Lo L0 Lo I I I ❑ II II II II o 2. ALL PLANT MATERIALS SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1). U U U II II II ��� `\\ 0 uMly 3. WHERE GROUNDCOVER IS INDICATED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS (, 1 N N N = J - LI T — O- , \ <iM UNDERNEATH TREES AND SHRUBS. START FIRST ROW 10 FROM EDGE OF BED. - z _ 4. A TOTAL OF 8 IN. DEPTH TOPSOIL RICH IN ORGANIC MATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPE AREAS, SEE CD W _WW_v (n �pc0 T ! J=�=,=-___ �-�,r -r1'== *-�i�s�=r==__�. I w N �- __ -r �x;-,r f�J� /+I*,rlrl "„•, 1 SPECIFICATIONS. REFER TO CIVIL FOR BIORETETION SOIL REQUIREMENTS. Ln Lc) L0 n ,� _ II n ��. ° f- '�✓1r+'�Ir ��rfi. �, 5. A TOTAL OF 3 IN. DEPTH MULCH SHALL BE INSTALLED IN ALL NEW TREE, SHRUB, AND GROUNDCOVER AREAS, SEE SPECIFICATIONS. cc -A - - DON 0 ° } r ! ' i r1,+' 4 ' I C0 WLd � 6- i r f �f'I+ f rr9�4 o / I - x ' ';,'rr 4r+'',�''';��'^"''�' 6 ALL LANDSCAPE AREAS SHALL HAVE ADEQUATE DRAINAGE z lei _OC) I , AREA 1 '4;1'�`'I / 14 U U ' ,f`�`�*' +'fir' r+' 7. PROVIDE A 3' DIAMETER MULCH CIRCLE AROUND ALL EXISTING TREES LOCATED IN LAWN AREAS. W O I, O O W� m � �� — ° t ,.,'; , c... i% r+ 7 ' p' �* �Ifil ��l� a'�I.I��� A �. W W / -�i� ,�+ep f 0I+,JIt'f e t)I+'�I U U I 1 U 0' — — f d - ♦ - r I , sl ♦ r �i .t r �''fij, s� �I I+ J �$ �/I 1 o \ I Lj o N N �- I f�,I,,+,�,I�.JI,r,r�-���I�I I I I I� �,,�'�'� + I 8. SUBMIT COLOR PHOTOS REPRESENTATIVE OF PROPOSED NURSERY STOCK FOR EACH PLANT SPECIES AND VARIETY LISTED IN II a- II �� oI�1� `�� I -'° �'''1:1J��'"�'� �''���*+'';;J�* JJFa`'' �'�'I+'�'�*'14 �'+' I LANDSCAPE SCHEDULE. FINAL APPROVAL OF PLANT MATERIAL WILL NOT BE PROVIDED UNTIL DELIVERY AND REVIEW ON SITE. -co I I I - W m W ...v m ��� pL�r[-0S 0S ,,y J�+rrr Jtr+rr� rJ14rr�rJJ� �rrl III 't'ft),4�'f}Ir'I+'{�+'+'I C0 0) ` 0_ U m W W \ _ _ _ !'�a' J f y ,. r l� -y +' r" r - - J ; + I ffl tl t Lf� Ln I / 0 U - U U m' — — \ as — QS - _ _ _ _- _ P r_r t` +y ++ -0 J J J'J �I J _` yJ4 J J J, `,rJ~ `v'+`+r+`'*a�J`lr'`�''�J 9. CONTAINERIZED TREES ARE STRONGLY DISCOURAGED. TREES WITH LARGE CIRCLING ROOTS OR TOO DEEP ROOT SYSTEMS WILL BE 0_ c N I III / N " \ Cl REJECTED. � 0 I; . I / m `� W ��� 10. ALL ROOT PACKAGES MUST BE FREE OF ANY WEEDS. _ _ I — I _ I U W W ..v a rl ��NNI II-- III r Li I r 0000 \_/ �- � \ \ \ 11. TREE STAKING REQUIREMENTS WILL BE DETERMINED BY LANDSCAPE ARCHITECT AT THE TIME OF PLANTING. PROPERLY I I dwna 3 dS o 1 i w PROPORTIONED AND PLANTED TREES WITH HEALTHY ROOT PACKAGES MAY NOT REQUIRE STAKING. W:•�' i I w o KEY PLAN I �� o 12. ALL TREE STAKES MUST BE REMOVED BY THE CONTRACTOR BY THE END OF THE FIRST FULL GROWING SEASON. � "o MO�J .I SD SD I�'� I I I 13. AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, PRUNING MAY BE REQUIRED TO REMOVE DAMAGED, CROSSING, MISSHAPEN OR Q " z Z8�=�3 \ ) LOW BRANCHING LIMBS. TREES SHOULD NOT REQUIRE SIGNIFICANT PRUNING TO CORRECT HEALTH OR AESTHETIC DEFICIENCIES. /I I J 14. REFER TO CIVIL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR REMOVAL REQUIREMENTS AND PROTECTION FENCING AROUND o Lu rn I m 0) I <�. �� w \ o �v \ \ I II I I EXISTING VEGETATION. r a- , I I? ss I I\ It Q W I I T TI U \ Z z �, ��.'.:. \ / I Ln Lq 4 •_ Jo/ \ I I 15. REFER TO TREE PRESERVATION PLAN FOR SCHEDULE OF EXISTING TREES TO BE PRESERVED OR REMOVED. f O W W I`. 0-' yV j \ W' �: v' °" \ / I I 0� W N U I I \ DO w v I'�I I I ~ Qo z I �S w j �j EX�STNG o I SS i I I I 16. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL EXISTING LANDSCAPE I Ld moo_ o i� o > v II o _ Q I I \ 1 AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT. m " �I I W'J �O OZ?Z� .�. `. �. U Li r>�� W �W W 0_ = Q p m II z I W I mo °c o _ _ _ _ _ _ _ �' '� SCHOOL /� �IQ'� `� I I s�, \ I 17. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING EXTENDED MAINTENANCE m��I \ U ZO Qv"-°Zi s -r .a. �� WJ O JQ LU z o �I o o of ° �` \ 4§9 \ .: ,. m���� I I I REQUIREMENTS. Q I I y z I REPAIR LAWN TO LIMITS OF Z \ as �� aS _ v J W w w °; / I� � I I \ nCA 0 N'�' X ` .lI 8- ro�- DISTURBANCE, SEE CIVIL o N N' N �`- °� Ln w o o `Q s / oO N o ' o /\ 'o_a J ; o `� I I / I LANDSCAPE &PARKING ANALYSIS: N N r� 1`> I I - � _ �I� F z z z a - �. �° ao Lri Lo 4 / �W L`' II FF EL=459. \ I 1 ���� e c� I aI N \ -�� (D000 �. �LC)L17 / J \ U U U U U I I O U N d.- vLCI. \ N� II I �I► 00 1\.a° W zzzz cncn I v \ �°°�_ ��ww ww\ / ��: / Ld I II \ I I AREA 1: r0 o 0 8 o I I I ° II z w <:I m m m m J / 90 STALLS X 25 SF/STALL = 2,250 SF INTERIOR LANDSCAPING REQUIRED (4,328 SF PROPOSED, INCLUDING BIORETENTION) m N N N N IMI ` d o o� / mL-i I I \ / 1 TREE / 6 STALLS = 15 TREES REQUIRED (18 TREES PROPOSED) ��� woo m �m o �\ U. /� LIMIT �' ` T �^z L: L�' A ° �• ° " °. / L,MI S AREA 2: 0 [h Lv W Lv W �' Q I �-`,� °.q,: \ W wvw v ° �� a°.v /� 29 STALLS 21 EXISTING X 15 SF STALL = 435 SF INTERIOR LANDSCAPING REQUIRED 1,416 SF PROPOSED ( ) / ( ) -0 0<.. I '.:o>LA�� :; .. d...l / ^t / : sS . 1 TREE / 6 STALLS = 5 TREES REQUIRED (5 TREES PROPOSED) d QUA• / )- L R W U / o... ► ? / d / / S I ILI I 61 ' a' ° v °.'_° " _ I a-'�� III__- SD — •Q •\ � . SS WW 2i -P _ .01 ° - ,a /:. ./F;.a,.s -v. °\•. \ / SD' / .LIMT�. �� o -B LA - S LIMIT �■ / s z SID IMIT } - - ° i! _ - - r 1 • SSD• Add_ z Cltij/� I I------ ��SD� / / J / \ .Vehiel'e•Gate ed S — — L — W = _ GAS - --- G wpi `A a >\•- � 1Iw � � � 11 . G' . 1-•— _ � ... • . / SD PROPOSED •PRO TY LINE - PROPOSED - - - - - - - _ _ o- - - - �- -\- - - - - - - `� - - - - - - - - - = -. -. = �� REPAIR LAWN TO LIMITS > I 6 - `�`�' / o PROPERTY LINE OF DISTURBANCE, SEE =ovooMM CIVIL Ln 0 REPAIR LAWN TO LIMITS OF \ Gqs \ I DISTURBANCE, SEE CIVIL no 013ds a / o°��o 00 000 000 ooa oo . oo,oa ao o��o oo�o 00000a a. � o cn co co - U z - OF DISTURBANCE SEE f �. °' I J / '� F z � � T) —t W� cI CIVIL ° — — °. —a z � wW ����� I �w �oii Gq.s — I O UZ wvv�v I ��� ° I — \ �0Lno • Y -- —--� --- --- / / II II II II Ij1 C ;. _ ° U 0o�OUO°� .. - W - . T I t. z 8 w o / \. 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J Q rmo Ld �o o m � LI-i / O U O LLJ --- o `� L� zQF- � i omwo u) H L� Q W W Z � 0X�� z O o Q o m z w oa-0 Qory LLJ W W = o Of Z F- zQQo LIJE -.. - � — � l - o I o I H HHHHH I \. I I I 0I I H H H HHHHH I I I HH HH W HHH I HH J HH HH HH I I o; Q HHH HHHH HH HHHHHH \ YW o �I HHHHHH _� N m � �� HIS HHH \ _ z — HHHHH - � N HH r Dp HHHHHHHHH HHHHHH HH I w� _ z HHHHHHHHHH Li HHHHHHH � • ••• � .. •. I � � � LL z IW I HH HHHHHHHHHHH HHHHHH I HHHH � • • : 1 �� HHHHHp HHHHHHHHHHHHHHH •I � a►4�a�n,a� O I SD D SD / ( — \ S -7� I D m \ SD SD- _ - z TSD SD- O IIWcl �` N \ \ co \ \ N 71 10'-0" FULLY SIGHT -OBSCURING / A LANDSCAPE VISUAL BARRIER \ j/ / I I I / I \/ \\ \ ` _ / - o ALONG COMMON PROPERTY / / / / /� o LINES, PER CITY OF RENTON U / \ w \ / MUNICIPAL CODE 3Nn JO H1nos sii2jn1Vij dl]H10 4-4-070-F.4.A. 2io sidn10ndis 10llj3d lON Oa 0NV / I I I V1V0 allllhl� NO OISVa 31VWIXO2JddV 11ijV I 1\ I 3N1� ki?AdO?Jd HO H1nos s?jnOlNOO :310N I I I I I I II 2� LJ LJ V otiti L\3 EXP.411�\�,a\ COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Cn 0 W 0 LL Z O U N N O N �rn V O O PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST �-K_12-172 NSULTANi SEATTLE WA 98112 .WDGINCCOMZ) boy W ARChITEGTS Ir 10801 Main Street, #i 10 1 Bellevue, WA 98004 (425) 454 0586 BayliSArChitects.coal LANDSCAPE PLAN 75 0 N M O N 0 N M N SCALE:1 "=20'-0" 0' 10' 20' 40' 80' L200 NOTES: 1. ALL GROUNDCOVER TO PLANTED AT = SPACING (TRIANGULAR) PER O.C. SPACING ON PLANS ono ur%l,r. VI IVI\U OR BED LINE GROUNDCOVER PLANTING Scale: 1 "=1'-0" PRUNE TREES ONLY AS DIRECTED IN FIELD BROADLEAF TREE BY LANDSCAPE ARCHITECT. SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. ARBORTIE OR MAINTAIN OR CREATE APPROVED EQUAL. NO RUBBER A TERMINAL BUD ON HOSE AND WIRE SYSTEMS A CENTRAL LEADER ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON THE REMOVE OR CUT BACK TRUNK AS POSSIBLE. . CODOMINANT AND = POTENTIALLY IF REQUIRED, PROVIDE UP TO w CODOMINANT LEADERS (3) 3" DIAMETER LODGEPOLE REMOVE CROSSOVER PINE STAKES. DRIVE INTO o BRANCHES SUBGRADE AVOIDING DAMAGE li TO TRUNK OR ROOTBALL. TOPS 0 THIN TIGHTLY SPACED OF STAKES TO BE 5-0" ABOVE BRANCHES FINISH GRADE. Ld TRUNK FLARE MUST BE VISIBLE, w SET CROWN OF ROOTBALL 1" Ld ELIMINATE LOWER ABOVE FINISH GRADE CROWN BRANCHES TO SPECIFIED CLEAR SPECIFIED MULCH TRUNK DIMENSION o CREATE 3" HIGH SOIL SAUCER AROUND EDGE OF ROOT PACKAGE FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE BURLAP AND TWINE ROOTBALL TO BE OFF TOP 1 /3 OF ROOTBALL APPROPRIATELY SIZED IN RELATION AT A MINIMUM. CUT AND TO CROWN TREE FOLD DOWN TOP HALF OF ANY WIRE BASKETS N AMENDED SUB SOILS BREAK UP SIDES AND BOTTOM SPECIFIED FERTILIZER MIN. TWICE OF PLANTING HOLE TABLETS IF REQUIRED ROOTBALL DIA. COMPACT SOIL BENEATH ROOT BY SOILS TEST PACKAGE TO ELIMINATE SETTLEMENT OR SHIFTING DECIDUOUS TREE PLANTING Scale: 3/8"=1 '-0" W �o C5 C 0 Ld d o U w N O 11� O 0 0 o O z O w J �0 w w 0 w ry 0 LE 0 z w c� w J w w co CONIFEROUS TREE PLANTING PLANT SHRUBS AT SAME GRADE AS NURSERY FINISH GRADE SPECIFIED MULCH PLANTING BACKFILL IMPORT TOPSOIL - SEE SPECS. FOLD BACK OR REMOVE BURLAP B&B OR CONTAINER AS SPECIFIED UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL Scale: 1 "=1'-0" CONIFEROUS TREE ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON THE TRUNK AS POSSIBLE. FASTEN TO STAKES WITH 1" LENGTH ROOFING NAIL. (3) 2" ROUND LODGEPOLE PINE TREE STAKES INTO SUBGRADE (MIN. 8' LENGTH) SPECIFIED MULCH (3' DIAMETER MULCH RINGS IN LAWN AREAS) FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE BURLAP OFF TOP 1 /3 OF ROOTBALL SPECIFIED PLANTING BACKFILL UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL BREAK UP SIDES AND BOTTOM OF TREE PIT — — — — — — — — — — — — — - - — — — — — — — — - 7PROPOSED I PROPERTY LINE GREEN ROOF SEDUM TILES FA FA 8 A e FA FA W W W W W W W W W W W W W W W W FA FA W W W W W W W W W W W W W W W W W W W W F T T FA r e FAMILY 1 1 1 1 1 1 1 E 1 1 ` 1FAFA FA � 1 1 1 1 1e1 1 1 1 I E TT TT HRIST FA y 1FA� 1 1 y 1 � 1 1 -1 1r ` 1FA� 1 � 1 1 1e1 y 1 COMMU TY CENTER W W O O W W W W W W W W W W W W W W W L �✓ W W J%AI FA W W W W W W W W W W W W W W W W W W W W W W W W W FA W W FA FA J `LFA W W W W W WFA B B GREEN ROOF SEDUM TILES i LANDSCAPE ROOF PLAN BID—ALT NTS Scale: 1 "=20'-0" PLANT SCHEDULE DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE • ACER RUBRUM 'OCTOBER GLORY` MIN. 2" CAL., 14`-16` MIN. HT. OCTOBER GLORY MAPLE NYSSA SYLVATICA `BLACK TUPELO` MIN. 2" CAL., 14'-16` MIN. HT. SOUR GUM EVERGREEN TREES BOTANICAL / COMMON NAME SIZE • PINUS NIGRA MIN. 8`-10` HT. AUSTRIAN BLACK PINE AIMN * PSEUDOTSUGA MENZIESII MIN. 8`-10` HT. DOUGLAS FIR * THUJA PLICATA `HOGAN` MIN. 8`-10` HT. HOGAN CEDAR (LEGEND SHOWN AT 1 "=20'-0" SCALE) * INDICATES NATIVE OR DROUGHT ADAPTED SPECIES CONDITION/REMARKS MATCHED, B&B., WELL BRANCHED ABOVE 6`HT. MATCHED, B&B., WELL BRANCHED ABOVE 6`HT. CONDITION/REMARKS FULL AND BUSHY TO BASE, B&B OR CONT. FULL AND BUSHY TO BASE, B&B OR CONT. FULL AND BUSHY TO BASE, B&B OR CONT. SMALL ACCENT TREES BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS ACER CIRCINATUM (MULTI -STEM) (3) 1" CAL. TRUNKS, MIN. 8`-10` HT MATCHED, B&B., WELL BRANCHED ABOVE 6`HT. VINE MAPLE PARROTIA PERSICA MIN. 2" CAL., 10`-12` MIN. HT PERSIAN PARROTIA • STEWARTIA PSEUDOCAMELLIA MIN. 2" CAL., 10'-12` MIN. HT JAPANESE STEWARTIA SHRUBS BOTANICAL / COMMON NAME SIZE TAXUS X MEDIA 'HICKSII` MIN. 4`-5` HT./SPD. HICKS YEW GROUNDCOVER BOTANICAL / COMMON NAME SIZE 0 * ARCTOSTAPHYLOS UVA-URSI MIN. 1 GAL. CONTAINER KINNIKINNICK 0 * GAULTHERIA SHALLON MIN. 1 GAL. CONTAINER SAAAL 0 * MAHONIA REPENS MIN. 1 GAL. CONTAINER CREEPING MAHONIA SHRUBS, FERNS AND GRASSES BOTANICAL / COMMON NAME SIZE * CORNUS ALBA `AUREA` MIN. 30"-36" HT./SPD. AUREA DOGWOOD * CORNUS SERICEA 'KELSEYI` MIN. 18"-24" HT./SPD. KELSEY DOGWOOD ® * MAHONIA AQUIFOLIUM MIN. 30"-36" HT./SPD. OREGON GRAPE * MYRICA CALIFORNICA MIN. 30"-36" HT./SPD. PACIFIC WAX MYRTLE O * NANDINA DOMESTICA 'GULF STREAM` MIN. 18"-24' HT./SPD. GULF STREAM HEAVENLY BAMBOO ® * POLYSTICHUM MUNITUM MIN. 1 GAL. CONTAINER WESTERN SWORD FERN * RIBES SANGUINEUM MIN. 30"-36" HT./SPD. RED FLOWERING CURRANT ® * ROSA NUTKANA MIN. 24'-30" HT./SPD. NOOTKA ROSE Q * SYMPHORICARPOS ALBUS MIN. 18"-24' HT./SPD. COMMON WHITE SNOWBERRY GROUND COVERS BOTANICAL / COMMON NAME SIZE /L/ * BIORETENTION MIX 25% CAREX SPICATA MIN. 10" PLUGS PRICKLY SEDGE 25% JUNCUS ENSIFOLIUS MIN. 10" PLUGS SWORDLEAF RUSH 25% JUNCUS PATENS MIN. 10" PLUGS CALIFORNIA GRAY RUSH 25% SCIRPUS MICROCARPUS MIN. 10" PLUGS SMALL -FRUITED BULRUSH GREEN ROOF / MISC BOTANICAL / COMMON NAME SIZE w w w * GREEN ROOF - SEDUM N/A T T SEEDED LAWN i EXISTING TREES TO PRESERVE REFER TO SPECIFICATIONS. QTY 14 12 QTY 3 12 F MATCHED, B&B., WELL BRANCHED ABOVE 6`HT. 2 MATCHED, B&B., WELL BRANCHED ABOVE 6`HT. 6 CONDITION/REMARKS QTY FULL & BUSHY, SPACING AS SHOWN ON PLAN 13 CONDITION/REMARKS QTY FULL & BUSHY, SPACING AS SHOWN ON PLAN 1,446 FULL & BUSHY, SPACING AS SHOWN ON PLAN 427 FULL & BUSHY, SPACING AS SHOWN ON PLAN 2,176 CONDITION/REMARKS CITY FULL & BUSHY, SPACING AS SHOWN ON PLAN 24 FULL & BUSHY, SPACING AS SHOWN ON PLAN 294 FULL & BUSHY, SPACING AS SHOWN ON PLAN 120 FULL & BUSHY, SPACING AS SHOWN ON PLAN 30 FULL & BUSHY, SPACING AS SHOWN ON PLAN 191 FULL & BUSHY, SPACING AS SHOWN ON PLAN 38 FULL & BUSHY, SPACING AS SHOWN ON PLAN 36 FULL & BUSHY, SPACING AS SHOWN ON PLAN 141 FULL & BUSHY, SPACING AS SHOWN ON PLAN 202 CONDITION/REMARKS QTY 641 SF 8" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE, FULL & BUSHY 74 8" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE, FULL & BUSHY 74 8" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE, FULL & BUSHY 74 8" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE, FULL & BUSHY 74 CONDITION/REMARKS QTY COLUMBIA GREEN SEDUM TILES "TUFF STUFF" 6,446 SF SAVE AND PROTECT, SEE CIVIL FOR EXACT LIMITS OF CLEARING. COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W Cn 0 W 0 LL Z O U PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNISROUP �N-SCAPE SULTANr SEATT E 9811N 2T �-K2-1_1.2i CCOM ARCHITECTS I boy Z) 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BayliSArchitects.corn LANDSCAPE ROOF PLAN, SCHEDULE, & DETAILS L201 lei I I I dos Cn I .[ 11 rn't�� L-I 0 II II II II p Lc) I m�www CD 00 "0- 0- 0- N N N J — LI T— O LLJ i wWz v> �pio r"- �I3� J� ___#_ �� �='��� �--__='J. 1 I W N fir+ -- _�`/`� C III II / _d/ I I � I W '——\` \ \ I O _ N II'/ _— —�� ��Ij\�.•I. / n % -�Ii-A i i, ir li+ p � i �I � '.l�I IlV ,I rr�� rr r'� ;/ 1'' �� r � �, fl�I �tl� OFF" g r >r rf, h 1� .0 I 0',+ r J,4Al r,. '+'" O Ld � I/IrfI' III1 I n U r II�+ILn Ln 0 IrfIl011,4� r I 1: Linden-19" >- IDO -n � D AREA 1 ,/ 0 � u O z Z W O II rJ / ry O O m t � I. -rlff5# I �f c� I�r4 0+��f 0,4 � LLILd — W,l_.r ,idtld'J ° - I`1 r z IL TREE RETENTION LEGEND (Symbols shown at 1" = 20'-0") SYMBOL ITEM DESCRIPTION I 1 EXISTING TREES TO REMAIN \ (DRIP LINE) EXISTING TREES TO BE REMOVED (DRIP LINE) TREE PROTECTION FENCE TREE RETENTION NOTES: SAVE AND PROTECT, SEE CIVIL FOR EXACT LIMITS OF CLEARING AND TREE PROTECTION FENCING 1. THE TREE RETENTION / INVENTORY PLAN IS BASED ON THE ARBORIST REPORT PREPARED BY THE CITY OF RENTON, DATED AUGUST 26, 2019. 2. PER THE ARBORIST'S REPORT, (21) EXISTING SIGNIFICANT TREES WITHIN THE PROJECT LIMITS INCLUDE: (10 7 SIGNIFICANT TREES: AREA 1 o Moy SD 9: Linden-9" o ( ) I II II�I I I I I I I \ 14 SIGNIFICANT TREES: AREA 2 Qco Of 3. SEE ARBORISTeS EXISTING TREE INVENTORY AND ASSESSMENT TABLE. J� I o 0 00) I I 0 I y� • �� LL iv \ I I I 4. SEE CIVIL GRADING PLANS FOR TREE PROTECTION FENCING. ALL TREE RETENTION, PROTECTION AND CLEARING ACTIVITIES SHALL �;:;T \ z / 1' I �� SS I I I \ BE IN ACCORDANCE WITH RENTON MUNICIPAL CODE (RMC) 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS. Q w II I \ Ln z I `:1 :. / 12: Cherr -10.5" Lq 4 ! \ I I I I \ I f o I! v Y z \ /� I y N off/ I 5. PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC m w� I izl I O Q Q Z I I:a�: ^\ �% o° EX�ST�NG U I SS I I \ 4-4-130H FOR ALL EXISTING TREES SHOWN TO BE SAVED. J N I I; N I Li N o o ` 1 cn o 13: Spruce-7 �; U J /� I I I I c0 ` \ I O a �n !Z o0 2 " W ^ 1 ! o w o z ? z� i° ' `` W r ^ W o o I I \ 6. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN II z I• W I m o • c o __ �' w SCHOOL / l0' `� I I s�, \ I THE TREE DRIPLINES. m I I\ o z o Q S :. a. .�. w J O p n I U c>-w :I.r•z o _� o0 0l \�;... Ilzz� 0 �z Icn o N J 459- � Il m • N z I N z '.a \ as �� W W W 0; / I� Cn I I \ 7. WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING/ GRADING PLANS SHALL BE REVIEWED AND APPROVED BY z OI z zl 11: S ruce-10" OS—�'0 ❑ `. '� �� I / SS w CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. P� Z I r N X I ;, ° O I � Q U U a> 00 // / J J L W 0 I `� /\ O' / N N 1'`i M J 2: Linden-18 :,� I = o z z �.�° LLf)0 o / o,•a � _ w FF EL=459. . ' a. / o o I U I . o \ _I� m o 0 0 �..-° 10: Linden-13 n �n f_n `' / 1 \ :; , II O I \ O N OOU � � V/ �. }� °�\ ° 'a w W O O C� II I OU O OZ I I I I I Q0U Zzzrn n �� O \ ��Nm�ww ww /' d.°s °a• w / w I I Ln 0 o CONSTRUCTION ACTIVITIES WILL ! I z W ; Q °• ` /�' U \ �° ; ;—� o op / M _o ��_ ��^^^ /. y� v II \ a —I I I O w _ •. w. :..�. ��. ^ •daa_`j�jT r I '^w� \—'� a °.z� v'NN �/ NNOCCUR WITHIN DRIPLINES IMI o - LIMIT [Lo r..° \ � ,.. I G "'� °. �� �► r Z / s • / LIMIT J4.:m.LILA.�,K�IMIT / ° 14: Linden-9 �, (`O \ I \ woo LLJ co woo ° \ S la.<p W '• s°ate ° 1 SD:,• _I 0woo / 7 e p ` / <M O I S o ZI r 6 — — — — d iW ° ``° •a SI S 1 1 S op SASS �w :o a. ..:,Vv .° *�. .• sa \ //� - �(`�y / LIMITS / / \\ / S 00 — — ANEa Q ° Sp LIMIT Sp MIT ��� I S I o z o ` \ �° a d ° a . r � ; — a�S SD —� \ SD SD �\ / \ L m z IMIT a a a —' W — — J SD / / \ \ I Vehicle Gate Added+ V) = ~ Q M/T \ G GA �' I 94a080�6 '01v °� a g - a : a . �— a .. �— — — _ �— — _ \ — — SD — ' / /' / \ V) E v v ` GAS G _ \ U7 G �O' a % 11 _ SD =� I �v ° •° p. � a . ''� I� \o -SED P-ROP LINE SO o- - -- -- - - -- PROPOSED 3: Linden-14" PROPERTY LINE 00GM I -------- - cn O CO- o0 J r ^ Q o v JU z o a S I n8 033dS d d \ Z (O W Ln I 4: Deodar CQ- wW ����� \ Cedar-17.5 �on m \ Gq oz Lu v CZ) I ' °: — \ w 0 :':CJ:-rl� O ---- -- —_ —S — --- �onn c, Y In�ln ��—�------- QI �c0Ln� •:per -- 0 ��o-I w cn I\ a� Lr7 Ln III � .• I - I o W W_i d ''.v _ 0S I �_` _i �---����I _r�I r r �a r 1X,✓ C� i/ i � I � , f � r � P f I' 4 r I r fI 00 1 1 I I If I rr I I II TI1, „I'if II v) >- In I/ 17fi O 1J4 0S �r4 rI 14I+f I_ �- yrr �11.4 rl+II' r' fIw w I"Oro" +I �8: Cherry-6» U CU - I I I7Ytr+il-014 rJ rJIJrjyIfJTJ I /41 .f J�I11�J'Idf I I / CV N N i _ f #-=%G W U U ° \ I I m W W °v' - r-1 .. • \ 3� 3 \Q \ ( `� �� L 00 w ::.a l I dwna 3 dS o ; 0 1 Lu KEY PLAN 0 VI w 0 0 / /HHHHHHUU r N N N J o I \ m .. a .� .� o — — — — _ . — _ \ a - . _ - 8 w / I ,'¢ d. T O HHHHH H zO :5 Ld o wo HHHHHHoII. S mJ. �wz I I I' HH HH H non ^ I — I \ \ \ \ \ I FAWLY 1HHH H H �� / vvo<� \ \ U \ w I— —� . °� a s :° i s--- I HHHHHHH I IIM0 - I° I\ U ° ENTRY I HHn I 1a I FFST �-- I ;� .; I EXISTING RIVE I'' HHHHHH HH I 4 v� 0� PARKING 1 I I \ I H z J I II !' I :a °K �. — I l COMMUMTY I ��� I ► I I p I a I HHHHHH HHHnI� Q ° _ — — I • U °I d . 0 0 I 5: Deodar I •.�a:' ! /I \\ °a. !. I I l CENTER I I aHHHHHHHHHH I EXISTING oCedar-17.5 II °\I iI I HHHHHHH o BALL FIELD x U •� / 15: Linden-11 Z o / z ;° ::� \r \ 20: Linden-6.5 I 6: Deodar �I I — a a- \ Cedar-17.5"— a. Lj CONSTRUCTION ACTIVITIES WILL o :'i. — — _ — _ — — 1 OCCUR WITHIN DRIPLINES 1 0 ° a 6 O / N — M I Y f(9o� OOOO � d � W ° .4 'a °fin PROPOSED w PROPERTY LINE I I �� II (0- o ON dl 311HM 01IOS w 7: Spruce-10.5" m CONSTRUCTION ACTIVITIES WILL � 5 •: d ,v. fir. .. a '- — — — / OCCUR WITHIN DRIPLINES I I I �, / % / 17: Paper �� / / / Birch-8" w I � .:'.'.I — / 16: Paper Birch-8" II > r: I o 2 I.'` • I DRIP LINE PER ARBORIST REPORT I � I :'>' _I (OFF -SITE IS PER SURVEY), TYP. � o 0 HHHHHHHHHH HHHHHHH ILLJ I w HHHHH HH � HHH 1.. HHHHHHH I I I HH H 1 wl 1---IHHH HHHHH I I I I O HHHH HH I I I �� I LEI H HHHHH I I o U r I I O I a: as a I I H H ® HHHHH �� I HH HH HHHHH W s . 9. HH HH H'1J1'HHHHHuu11I H I ��� I Q HHHH I r Lq H HHHH HH nnHHHHHIn HHHHHH I I o �I — HHHHHH HHH HHHHHHLLJ H m N z N O r HHHHHHHHH HHHHHH HH I I w� I> o w HHHHHHHHHH m� 'I z \ = lP w w � II Q Z W Z HHHHHHH H� \ — - � o T H�-� HHHHHHHHHHH HHHHHH � � � � �w � � I 18: Paper per 21: Paper —4— CONSTRUCTION ACTIVITIES WILL �H \ - Birch-8" - Birch-8"- — — OCCUR WITHIN DRIPLINES I I I s \ Birch-8 _ — I HHHHHHHHHH o �- CONSTRUCTION ACTIVITIES WILL s 4 /I I OCCUR WITHIN DRIPLINES 6 SD yqyyWW i- - �I � II • I .I T, • I tl IPA- �����i, ■ri�Il% ��II � — Imo_ — _ _ Lu / O ' N— w II o 3 .0 w c' 1 EXISTIN PROPE T IN N U� z o / 1 10'36 W 810.34' z �0 �► J O O QUO \ \ol I rn I I II I \ II Ir7 I 1 MWOI / II 11) zJb <O OJ ow oo oN� 0-1 Ld LLI o14 3:W Of O I I I \ I / �zUJ o I II I I \ I / oo�o morn= o ~ o m o J I � W (j) �Q�w N I �� O X Z z I I z00LLJ 1 O I a- o I I Qofy -� W _ r7 O 0 O Of z z < < 0 c 0 I I rm U I I I o0000o Sp D SD SD S� —Sp \ M -� - - ------------- 5 ----- - / /�� / —SDT\Q SDLLJ 00 - iT LL, ire ` L.L I I I 1\ ) N I\ \C\ �/ / / \ 0 \ // /' / N \ \ 1\ 1/ \\ a0 \ / / v� I I /N - 71 \ W I I 3N1� J0 H1nOS Sii2jn1ViH dl]H10 I I 0d� 0ll1 hl� NO WI 31VXO2JddV a NV V1V02]V 1 / 5� I I 3NI� ki2J]IdO2Jd HO H1nOS S?nOlNOO :310N I I I 2� LJ LJ L otiti \3 EXP. 411� COPYRIGHT (D 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W C/) N 0 N W O N \T V � o 0 Y LL O Z 0 U PROJECT NUMBER: PROJECT MANAGER: 16-0996 NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP �N-SCAPE NSULTANr SEATT E 9811N 2T �-K2-1-1.2i CCOM ARCHITECTS boy II r ID 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BaylisArchitects.corn TREE RETENTION PLAN N SCALE:1 "=20'-0" 0' 10' 20' 40' 80' L202 2� LJ LJ V otiti \3 EXP. 4I1� DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Print Form Reset Form Save Form pwp-- CITY OF enton 0 TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameterl, or alder or cottonwood trees at least 8" in diameter on project site 7 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 6 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 6 trees 3. Subtract line 2 from line 1: 1 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing to retain 4: 1 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 0 trees 7. Multiply line 6 by 12" for number of required replacement inches: 0 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 TREE RETENTION WORKSHEET - AREA 1 Scale: NTS DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 0 0-01 CRITICAL ROOT ZONE, SEE NOTE #2 X. TREE PROTECTION FENCING Print Form I I Reset Form I I Save Form FW`­ CITY OF entonO TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 14 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 14 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 4 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing to retain 4: 12 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (8) trees 7. Multiply line 6 by 12" for number of required replacement inches: inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 TREE RETENTION WORKSHEET - AREA 2 Scale: NTS NOTES: 1. A 6-FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED AROUND THE CRITICAL ROOT ZONE OF TREES TO REMAIN FOUR BUSINESS DAYS PRIOR TO THE COMMENCEMENT OF DEMO & EARTHWORK. NOTIFY THE LANDSCAPE ARCHITECT TO OBTAIN THE INSPECTION AND WRITTEN APPROVAL OF TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED. 2. THE CRITICAL ROOT ZONE (CRZ) FOR A TREE SHALL BE ESTABLISHED ON THE BASIS OF TRUNK DIAMETER. THE CRZ IS A CIRCULAR AREA WHICH HAS A RADIUS OF 1'-3" TO EVERY 1" OF TRUNK DIAMTER AS MEASURED 4.5' ABOVE GRADE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF PRUNING OF EXISTING TREES TO REMAIN IS REQUIRED FOR CONSTRUCTION OPERATIONS OR ACCESS IN ORDER TO OBTAIN THE INSPECTION AND WRITTEN APPROVAL OF TREES TO BE PRUNED. 4. SIGNAGE NOTING THAT TREES WITHIN THE FENCING ARE TO BE SAVED, AND THAT NO MATERIAL STORAGE IS ALLOWED WITHIN THE FENCING SHALL BE PLACED ON THE FENCE IN A CONSPICUOUS LOCATION. 5. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. ONLY LIMITED INTRUSION INTO TREE DRIPZONES WILL BE ALLOWED WITH PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. RESTRICTIONS: 6. NOTIFY THE LANDSCAPE ARCHITECT TO OBTAIN INSPECTION AND WRITTEN APPROVAL IF FILLING, EXCAVATING, OR CLEARING MUST OCCUR WITHIN TREE PROTECTION FENCING. WHEN POSSIBLE, FILLING, EXCAVATING AND CLEARING SHOULD ACCOMPLISHED BY HAND METHODS ONLY WITHIN THE TREE PROTECTION FENCING. 7. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 8. SEE PLAN FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING. 9. PER RMC 4-4-130-H.9.f, ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (Y) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. TREES TO BE RETAINED SHALL BE DESIGNATED IN ACCORDANCE WITH APPROVED TREE RETENTION PLAN ON FILE WITH THE CITY OF RENTON. DESIGNATED TREES WHICH ARE DAMAGED OR DESTROYED SHALL BE REPLACED IN ACCORDANCE WITH RMC 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS, OR AS HEREAFTER AMENDED. TREE INVENTORY AND RETENTION WORKSHEET - 16022 116TH Ave SE Linden 19" Good dry line/curb/sidewalk * a 2 Linden 18" Good dripline/curb/sidewalk * " 3 Linden 14" Fait - codominant n/a - removal * ' 4 Deodar Cedar 17.5" Good dripline/curb/sidewalk * 5 Deodar Cedar ` 17.5" Good dripline/curb/sidewalk - b * 6 Deodar Cedar 17.5" ! Good dri lne/curb/sidewalk 7 Spruce 1 10.5" - - Fair - live crown ratio -- - driplineJsidewalk * 8 Cherry 6" Fair - shaded dri line - J- -p =- - * 19 Linden 9" Good dri line = * 107 -- Linden 13" - Goad dripline%rou V * 11 Spruce - z 10" Good dripline/group ~l * 12 33 Cherry 10.5 _ Fair -borers? dripline/group * _ Spruce 7"/7" Poor - Z stern, included codominant ';? - remove? * j 14 Linden - 9" Good dripline *' 15 Linden 11" Fair -- multi stem ' n/a - removal 16 Paper Birch r8" 1 dead n/a - removal 17 Paper Birch 8" dead n/a - removal I 1$ Paper Birch 8" dead n/a - removal 19 Paper Birch 8" dead n/a - removal 20 Linden 6.5" Poor - chlorotic, strimmer damage n/a - removal 21 Paper Birch 8" dead n/a - removal - NOTES: • Trees being retained shall have protective fencing placed at the dripline as located by the longest extended branch scribed as a circle at that distance radially around the entire tree. • Where driplines extend over existing hardscape fencing shall be placed at the edge of that hardscape. • Driplines of trees on adjacent properties which may overhang the development parcel shall be respected in the same manner - soil disturbance and root damage shall be avoided wherever possible. If roots are encountered they should be cut with a sharp tool cleanly back to the edge of the soil. • Entrance into the tree protection zone (TPZ) is prohibited. Vehicular and foot traffic is not allowed. No material or equipment shall be stored in the TPZ. • Where trees are grouped, protective fencing shall be erected to encircle the whole group at the driplines. * TREES IN AREA 2 ARBORIST REPORT Scale: NTS Scale: NTS COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z OLU Nw U LL Q LL W Cn 0 W 0 LL Z O U I �i Vk 0 Z w N N O N \ O O PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: REVISIONS: CR NO. DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST �-�22-11_12 SEATTLE WA 98112_.NCOOM ARCHITECTS boy II C., 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BaylisArchitects.com TREE RETENTION WORKSHEET & DETAILS L203 IRRIGATION NOTES: i I- A`AJST AIL IMCATWI HEADS TO PROADE LA"IU CG ERACE, o I YNIYHM O1EPSPRAZ AN,) SIC DGp NG _ SET ALL 9RIHKOR HEADS DAN FREM -mar, PAVING A�q HALL!. f SP HAILER HE ADS 94ALL BE WALLED MYTH B' DETSET FPW BAG. 1 l tY PAVIN'•G OR OURS EDCE% WD 1p- DPESI:T YAERE CAR B pEM WLL "I NANO, S. LOCATON W IRWATIN YAIMUNE, - -R,AtS, ANO A[iIES AFg STHE]uTO CMLY AND SMALL OCCUR M PL.UITIHG AIRI;A$ VIAE55 J - _ ur%l $ 2't wow IF SSEE1'FS 'or SNO'M1. HE, ARE TD HE _ S.MC.T AUNs• M. YAAF NOR CHANCES TO s (I.A. WITH / I eMAL A!-9UILT 0 !Na ! AIM08KI'MWS A. VRLLE RWS SHALL SE tOCATm 1H SNRIAT P4W TINC AW[ dI • 1 . IN " ! A- LOCAIET APPRDHYATa' MHERE S, U OY NE PLANS. AE CIVIL R S FOP LDCAnfN AYD SAES OF IMIWTIDN STUB-pPi • V I 7 AND YETEF. 1 / PRESSOR[ AT THE P.CC 15 AYTIGPATFO AVAILABLE STATIe_ WATER PRE TD AT AS PRr DfboDm 9Y CAL 016R TO START PT D' EIL1ci fII f wrryy . r PT1 A OF COAb•FCTICN Pg104 TO 3TMT OF SNORIP .AfYI HDTWY OWYER ff AHY pSpIEPANCY T. NE WRICARON SYSTEM HAS R DESIGNED METH SEPARATE _• - 1 ♦ - �U .. THE B GAMNI SYSIW HAS BEEN DEAN— TKO PROVIDEPLANT R W� Q IA'IERACE OSTRTIE UNIF"FT OF iM TRRIWION 3 SYSTEM HAS BEEN EESIGNE'& To AVOID RUNOFF. LOW NFAM OP AAE• /'� INi+NI E]DS�V'G IRRIGAPp1 _ AND OVERWAT. A4MD IRRIUTIGN OLRSYG TEIES OF MIBW ri M U jI VNEN RAIXNO. OR LURING TH= SI�OIi OF IHE •JAY. i lu' Z�U_Nii Lu NEQED PRY FL ANO REPAIR f ~. INTO iA5nm UMNLINI �/ A. LATISR L PPE SZE %BALL GE AS NOTED m PLAYS. LINL4BELm 1 PRDIL IN THIS LOCATIDI EXISTI 1iG =71 NS x MATD4 TK SIZE NLIIEO OP TIE AA.W.CE1,TJ_UPSTREAM PIPE NNN UM PIPE 9ZE Ai ENO OF LATERAL NUNS WALL l ❑ R70 EiP K 301NE LA TEPAL LIESI4.�A•1l�1I APPRD]L IN THIS �CDAnON SCHOOL M. WIRE IRRIGATION PIPING IS SHORN ADJACENT TO OR UNDER V ! L u Z - EbSTNG TREES, MAW MINOR ROUTE WE STWNTS AS NEEDED j j ' 11 r4MTE LATERAL ANp APOO 1REAWING THROUGH LARGE TREE ROOTS REFER TO U W 7' SLEEVE -� ♦ f MANUPE ARCNNNL SPEORCATIaI 5ECTBN 37&W7 FM FLRS'HM RTTRUCTIONS. L-- 4 ■ }Ems°"' TReE P' WIRELESS RAIN SENSOR 1' 19. REFER TNT IRRIGATION SPEOFICATIM FOR ADDITIONAL REDIMRFAENTS LL MOUNT V HOOF PCruacR ALP VAN RATE LACiThI y I 1 ] SA'O%Tl. yEWIEY Ri KACF H_OCATEN WIIH NPCIb1ECi 1 I r' /r �1 •• % 01) CQWW MIRELEiS 36NAL PRIOR TO i I I � U- 1 " r '1 + ' ! }j' - i' nE INTO EXIMG M.MNIJH. -BE I.To "5TNG YuuullE — r I { + iH APPROIL IN TUS LOCATION D%RE-PHA IE E SUNG-t \ TIE ATD EIPSTFIG MAINu'€ Y� .. _ __ mHOUL IRRIGAiIpI \ Y-... yA�� �yIAFAR APPRS-' RI 71S LDCATn a e .. • �I �'-TT' �. `• \. MAWLYE/� .. EASTNs FLENETffARY IIl : HE -'ROUTE EATSTNG � !' ! - {"•` F -' ' ' -" LFO$L TY IJME S IN IHICGdTRON BWpUI IN190ATdJ. }yr ~•a` TR W-O tlgk _ .. 1'+�' �\ _. .ME PN 7 RERIAM � PowMAuaLNe/] ... e[cneDAL 2 il7' �- . . •,� _ r AEEIE EkISTN6 xi1MGAT - 4• wE44y: yA PRQPE-r LINE ZONE& WE LT MAIUUNE. PR07E AXO REPAR AS NODDED L YAWTAIH .." •^�• Y- —' GRDP 9E'1 I-E- HB - - - - Q­AL cD sEcnG s { EGS IW UIlBDATR114 I C/J N R ^ <.�. - 1 IOIE3. PROTECT AND RRMI 1 SFE EH`,J{ANICJL CONTROLLER AS t EmEG O { I E CV COOTIE C/1NTRGLLER I LOC ION S1119 AT A ,NAIER RHDGH i ! 4• AEELE - (�IIT2 d AwRDk1NATE LOGATIOI 9{OMTI YfIRF+' WTI7 T•� 1 _ .� I 1 m T�� — — _ NW}EOT. WAL MOUHT co T mim AS or Z� / ]• ALLYE -. - _ •.',�I I •yIPTMNCE SEPARATE 15 AMP p4gpT ANl M VAC POY.Qt 1_ FAMILY - - J T[ CONTRDUER. F437•ACE s" ECNDu FROM OOITR9ufR --' - UNDER SIDEM'ALH_ AM INTQ THE NEAREST PLANNRG AREA - FIRST I , r _ 1 nGSnNs (] YA�vEs i E10STXC —. DHIVEklIY 41R7 I 1Nr_'I A5 91oYRA, EKTENG 34" INTO PLNIYING RFD, TIC" Bp.OM ..�... PARKING pill' GRADE. -F AND FLAD. l • I1I fFPLACE As T�NEEDE I k I. - ?ARNHNG. 1 'L _1�' g1�l,i•T' �..._�.. ..._._.__�.�� ". cEPLA21 ba-y COMMUNITY "' I ! � L-AlE YL IPAIG-_ � ] i 1 I i5, r A E I[IRTION 2^ II CENTER —S. W¢�$ 61EL1 RIGr _ ] E 05 INC MAR PL E, LA AH:'• _ 9 I 11Y ?,A' yIONY; trrY-: 1 ICI.. BAtI FIELC 1 NALYEB M1TW T:NI', 1' J ' 'I NYIE NWC. HC 1, REFFORER J'AIAHYNITY + ____` .. i� _ �.i�L1 GAliDfk, REEER TD PWMIWG I E I P 1 AW YIY,NE AND 2RM - - ] 4.(EVE� _ Ifi_Flti�.TYF •I ' I FYR1JBGi yyypER 'ampp EAISttNG ELEMEN TART , ' 'Ijj ' 1 - - i SEHWL 1RRIGAII9N , �' + M1, - - l I I 14 - 1- L rJi_1�-_�1�-I�rL I�4�ri�'. SYsiEAt NAIWNE P 1 A ^F-� f . III( _ j REIIJk E%ISTpG LA FJNAL I _ 1 rr 1 _ _ - :Y si-a- _ : 1 a `• _ LIHE•y :AP AID SEAL LARK % t '-' — {• 5uF'c _ —. I .�— _ VINES. pA Ai fnGE 9F SAINT BW. Y A . _ 1' ( 1,}. TTP L'C I 1 NBPIALE Pjtl$lP1G IRR1G E Eo s Alll I .. NFiN]5 A3 HFEL`fD e . �.. C� O � O - --' Y SLEEVE - s'i -{ I rT I � 36" ... b PPOFOSEO PROPETFTY LINE r �� �y "�r• '�' - „I •I L - ! , • • f r . - yTK� 1 .00E ATERAL AlD� M,uNT ARol1lD 3{� •.P . " Ek191NC TREE. TTp. \ / _ , T +' n -� 1,� -t _ . I.. 8v• �/ i g _ cze ;�' 1 I Na DE9CAIrlDEI 71ATE I J PPMBLE CTj.LTC tl F �. I !. R..� .•-' •' H __ 1 { 'EiiGR `!_1V.' VkL-E ASSEM3LY 11 I' .—�. 'd" ;S 1 �4'1 .. x ✓fS NNHLYS 'ice CAN RF FOVNG OH i I ,�••Y,� ._ _ � 7• MAINI]NE-- �".• �•• A' Y4[ccEIE AIM ' Z" STi£SE�� II 1A - 5 I -. a AFI v< vc'w Cc Ion TAN, I _r' ] +c'. 11 +. A' GLLEVE . A. SHEET L3[Tt 7E VALVE MDIE$ 1_0511 IRR:CATIOIT METUR AVEIENL T1TI\\((��RR}},� III . -i- ^ AGAINST . } 1� P Lv PO kO.. QF CONNECTION i I . i /r .r _ MPROIUMAT' Loc.AnpN OFPDF .c.a ro 1-1J2" MESS / � T 1 S � A`. ! '1 1 i 1 IB IL�' - VJEiSM4NDESIGI�iOUP AN5 S a -WTI FRW RNIGATMIN SEIENC£ LJHE AS 1 / - \ d L--_ I 3`}- ! / CUTE HAIERAL AND 1 \1 1 !- t 1 3AOMN ON 0YM OR-1H VERIFY AHD AW47 L 1 / I OWN AR9 MNIi LNFTA1_ 5 ARE -_ ` v�ilw rr.I��v Hw LdJ.TNkJ PIgOR TO NSFALLAn51 F REPUREO 7C RAINLNE AROlR70 +-- A. J'-ter/: $HDI'II 5CIMTMATRDAlLY, INSTAL. EiDSTNC iREL T7P. 1 • - Y MUNMLWE AT ED[.T 7✓F ELWIING BED / .. PALL . CONF.E. MI1R ADJACENT PORTS PROVIDE /'( 4 MTN ADEQUATE SEPARATMMF TO LATLRAL P.AC. COm [47TAIL A$ SHOWN 4 PORN A Y LEES {SEE DETAIL EAJOYj ALLY/ ROOT$ I - ���i I �xtrL ttHN&CnLTN DETAIL NO1RY CMR47l ApREpATa.Y LF U // iF EIRSTING TREES AS PM39BEE, WR - l ANY DISCREPANCIES. ANTCIPAI=O STATIC PPESSURE ' IB SO PB. ,ERIFY APR. 45 PS DIMM PTE. 5 PF AT \ - l P., PRICK 1D Wpkx - !` / '--� / uYl y •L I AS -BUILT Total Gvunda i4a'-'J" .A Im. IRRUGATION Date. - - By. L - PLAN N o' 10, w 40, w 1 3 00 GATE VALVE I I I I I I I METERED STUB FLOW ELEVATION VIEW SPECIFIED JUMBO -SIZED VALVE BOX, INSTALL FLUSH WITH FINISH GRADE DOUBLE CHECK BACKFLOW PREVENTER mMtoP► 6" MIN. CLR. MINIMUM 6 C.F. (12" DEPTH) DRAIN ROCK SUMP SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE STRAINER PRESSURE REDUCING VALVE (ONLY IF SHOWN ON LEGEND) SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. NOTES: 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. POINT OF CONNECTION (WITH DOUBLE CHECK VALVE JUNCTION CONDUIT FOR PC SOURCE, ELECTRICAL PI SWEEP SPECIFIED RAIN/FREEZE SENSOR, CONNECT CABLE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION SPECIFIED AUTOMATIC IRRIGATION CONTROLLER. WALL MOUNT PER MANUFACTURER'S RECOMMENDATION. SEE IRRIGATION PLAN FOR LOCATION. VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE ADDITIONAL 3/4" WIRE CONDUIT TO RAIN SENSOR UNLESS WIRELESS SENSOR SPECIFIED CONDUIT FOR CONTROL WIRES, MINIMUM SIZE AS SPECIFIED ON IRRIGATION PLANS PROVIDE ADDITIONAL 3/4" WIRE CONDUIT TO BOOSTER PUMP FOR PUMP START RELAY SWITCH IF BOOSTER PUMP IS SPECIFIED ON LEGEND FINISH FLOOR SWEEP ELL IRRIGATION CONTROLLER (INTERIOR WALL MOUNT) Scale: 3/4"=V-0" MP ROTATOR NOZZLE 2" ABOVE FINISH GRADE PVC TH SCH. 80 NIPPLE PVC LATERALWPVC BURIAL DEPTH FINISH GRADE PER SPECIFICATIONS TEE OR ELL, WITH BUSHING AS REQUIRED ELEVATION VIEW NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON TAPE ON MALE THREADS ONLY. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC FITTINGS SHALL BE SCH. 40. 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. ROOF IRRIGATION HEAD BID- ALT Scale: 3"=V-0" TWO (2) SPECIFIED RECTANGULAR VALVE BOXES, INSTALL FLUSH WITH FINISH GRADE FMANUAL DRAIN VALVE SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE I USE BOTTOM INLET ONLY PVC RISER, SAME SIZE AS INLET PVC LATERAL--,,,,,, BURIAL DEPTH 745/° PER SPECIFICATIONS NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON ELEVATION VIEW TAPE ON MALE THREADS ONLY. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC FITTINGS SHALL BE SCH. 40. 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. PLAN VIEW IRRIGATION HEAD SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE MASTER VALVE, INSTALL SIMILAR TO REMOTE CONTROL VALVE DETAIL Scale: 1 1 /2"=V-0" SHRUB OR LAWN HEAD TOP FLUSH W/ FINISH GRADE 210 "yaelCL1112 (2) TH x TH SCH. 40 ELLS W/ 2" x 3/4" SCH. 80 NIPPLE OR (2) MARLEX STREET ELLS W/O NIPPLE 12" x 3/4" SCH. 80 NIPPLE SCH. 40 TH x TH ELL, OR MARLEX STREET ELL PVC TEE OR ELL, BUSHING AS REQUIRED ACCEPTABLE 3/4" PRE -FABRICATED SWING JOINTS: HUNTER SJ, RAIN BIRD SA, OR APPROVED EQUAL PVC TEE OR ELL, WITH BUSHING AS REQUIRED PVC TH SCH. 80 NIPPLE, 3" LONG PVC THx TH 90° ELL PVC TH SCH. 80 NIPPLE, 8" LONG Scale: 3"=1'-0" IRRIGATIONLEGEND (SYMBOLS SHOWN AT 1"=20'-000) SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS © CONTROLLER R AUTOMATIC RAIN SHUTOFF NO SYMBOL CONTROL WIRES RAINBIRD ESP-[24-48]-LXME [24-48] STATION CONTROLLER, WALL MOUNT INSIDE BUILDING IN LOCATION AS SHOWN ON PLAN. VERIFY WITH ARCHITECT. INSTALL PER DETAIL 'B', SHEET L301. RAINBIRD WR2-RFC WIRELESS RAIN/FREEZE SENSOR WITH MOUNTING BRACKET, MOUNT ON ROOF PARAPET IN LOCATION SHOWN ON PLAN. OPERATION WILL BE TESTED AT PUNCH LIST REVIEW. #14 CONTROL AND SPARE WIRES, NO MULTI -STRAND. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. IRRIGATION METER AND STUB -OUT POINT OF CONNECTION APPROXIMATE LOCATION, SEE CIVIL DRAWINGS. SEE PLAN ENLARGEMENT ON DETAIL 'A', SHEET L301. W GATE / SHUTOFF VALVE NIBCO T-113-K GATE VALVE (1-1/2"), 200 PSI THREADED ENDS, BRONZE, SCREW IN BONNET, OR APPROVED EQUAL. NON -RISING STEM, SOLID WEDGE, INSTALL PER DETAIL 'A', SHEET L301. BF BACKFLOW PREVENTER FEBCO 850U (1-1/2") DOUBLE CHECK VALVE. INSTALL PER DETAIL 'A', SHEET L301. STRAINER WILKINS SXL CAST BRONZE 'Y' STRAINER (1-1/2") INSTALL AT POINT OF CONNECTION AS PER DETAIL 'A', SHEET L301. OD MANUAL DRAIN CHAMPION 30ORS-200 ANGLE VALVE (1-1/2") INSTALL AT POINT OF CONNECTION AND ELSEWHERE AS SHOWN ON PLAN, AS PER DETAILS 'A', SHEET L301, AND 'A', SHEET L302. 0 QUICK COUPLER RAINBIRD #5RC INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN, 55K-1 KEY PER DETAILS 'A', SHEET L301, AND 'B', SHEET L302.. SH-2 SWIVEL HOSE ELL PROVIDE (2) KEYS AND (2) ELLS. M1 MASTER VALVE RAINBIRD 200-EFB-CP SERIES VALVE (1-1/2") BRASS NORMALLY CLOSED MASTER CONTROL VALVE. >' INSTALL AT P.O.C. ASSEMBLY PER DETAIL A , SHEET L301. w ISOLATION VALVE BALL VALVE (2"), NIBCO T-580-A, BRASS BALL VALVE, INSTALL PER DETAIL 'C', SHEET L302, OR APPROVED EQUAL. SEE SPECIFICATIONS, SIZE TO MATCH MAINLINE SIZE. CONTROL VALVE RAINBIRD XXX-PEB-PRS-D PLASTIC CONTROL VALVE WITH PRESSURE REGULATING 100- (1 "), 150- (1-1/2"), 200- (2") DIAL, INSTALL PER DETAIL 'D', SHEET L302. VALVE NUMBER VALVE SIZE SEE VALVE SCHEDULE GALLONS PER MINUTE NO SYMBOL VALVE BOXES SPECIFICATION GRADE (COMMERCIAL GRADE) SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. VALVE BOXES AND EXTENSIONS. MAINLINE PVC -SCHEDULE 40 2-1/2" MINIMUM SIZE UNLESS NOTED OTHERWISE, SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL 'E', SHEET L302. LATERALS PVC -SCHEDULE 40 SIZE AS PER PLAN, 3/4" MINIMUM. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4". SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL 'E', SHEET L302. SLEEVES PVC -SCHEDULE 40 UNDERPAVEMENT SLEEVING, 4" DIAMETER UNLESS OTHERWISE INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. SEE DETAIL 'E', SHEET L302. MP ROTATOR HUNTER MP3000 PROS- 06-PRS40-CV B=BLUE ADJ ARC 90-210, Y=YELLOW 210-270 ARC, A=GRAY 360 ARC (22'-30' RADIUS) MP ROTATOR HUNTER MP2000 PROS- 06-PRS40-CV K=BLACK ADJ ARC 90-210, G=GREEN 210-270 ARC, R=RED 360 ARC (15'-19' RADIUS) MP ROTATOR HUNTER MP1000 PROS- 06-PRS40-CV M=MAROON ADJ ARC 90-210, L=LIGHT BLUE 210-270 ARC, O=OLIVE 360 ARC (11'-15' RADIUS) S 08HE-VAN 12 12HE-VAN SPRAY HEAD 10 10HE-VAN 15 15HE-VAN a a & a SPRAY HEAD EST LCS RCS CST SST VALVE SCHEDULE RAINBIRD 1806-SAM-PRS-8, 10, 12, & 15 SERIES HE -VAN RAINBIRD 1806-SAM-PRS-15 STRIP SERIES MPR NUMBER MODEL SIZE TYPE GPM 1 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 34.98 2 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 10.71 3 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 23.59 4 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 37.94 5 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 28.47 6 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 37.95 7 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 36.74 8 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 42.37 9 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 38.10 10 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTARY 37.40 11 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 9.70 12 RAIN BIRD PEB-PRS-D 1" TURF ROTARY 15.33 13 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTARY 31.22 14 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 45.32 15 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 30.24 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'C' OR 'D', SHEET L301. 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'C' OR 'D', SHEET L301. 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'C' OR 'D', SHEET L301. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'C', SHEET L301. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'C', SHEET L301. COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W Cn 0 W 0 U. Z O U PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP �N-SCAPE SULTANr SEATT E 9811N 2T �-K2-1_1.2i CCOM ARCHITECTS i boy 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BayliSArchitects.corn IRRIGATION LEGEND & DETAILS L301 2� LJ LJ V otiti \3 EXP. 4I1� TWO (2) SPECIFIED RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT BOXES TOGETHER Ia101[.yWe] CL11] SPECIFIED DRAIN VALVE MAINLINE PVC WITH THREADED OUTLET ,Nk11w]m;lw_P►lelM PIPE MIN. 18" OFFSET FROM PVC LINE 3" PVC PIPE, THREADED ONE END MIN. 3 C.F. (24" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. 2. INSTALL ONE MANUAL DRAIN VALVE AT LOWEST POINT OF MAINLINE ON SITE, SUBJECT TO REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. MANUAL DRAIN VALVE SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS FINISH GRADE Ld Lu LEI Lij : ;C). LEI Scale: 1 1 /2"=V-0" PVC NON —PRESSURE LATERAL LINE PIPE PVC PRESSURE MAINLINE PIPE CONTROL WIRE BUNDLE, TAPED TO MAINLINE 2" CLEAN BACKFILL UNDER 6" MIN. ALL PIPING, SEE SPECS FOR REQUIREMENTS SECTION VIEW PVC SLEEVE, ONE PIPE ONLY PER SLEEVE, DEPTH AS SPECIFIED NOTES: 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. PIPE TRENCHING AND BACKFILL Scale: 1 1 /2"=V-0" SPECIFIED 10" ROUND VALVE BOX AND LID 1 /4" GALV. U—BOLT 1" X 16" SCH. 40 PVC PIPE w 0 11 U) U w In U) w w U) SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE 91006ae3:�_l�le 1" X 16" SCH. 40 PVC PIPE, SECURE TO QUICK COUPLER WITH 1 /4" GALV. U—BOLT BUSHING AS REQUIRED SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED (2) SCH. 80 STREET ELL W/(1) SCH. 80 SHORT NIPPLE (NO MARLEX) PVC SCH. 80 NIPPLE, 8" MIN. LENGTH MAINLINE PVC TH X TH 90 DEG. ELL (NO STREET ELL) NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. QUICK COUPLER VALVE Scale: 1 1 /2"=V-0" FINISH GR SUPPORT EA( WITH (4, ELEVATION VIEW PLAN VIEW ^�CIFIED RECTANGULAR _VE BOX, INSTALL FLUSH H FINISH GRADE CIFIED BALL VALVE MAINLINE, 'TH PER SPECS. MALE ADAPTER _V. UNION PLE IVIIII41MUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP PVC MAINLINE VALVE BOX SPECIFIED BALL VALVE NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF —CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ISOLATION / SHUT-OFF VALVE 7PROPOSED PROPERTY LINE I INSTALL MP ROTATOR SPRAY HEADS ON ROOF PER DETAIL 'D', SHEET L301 I I FA FA FA K FA A K K K K K K M1 M 1 M 3W' FA " FA 3�4" e ITIN K K K K K K Ke o FAWLY F FA FA FA FA FA �zzz�zzzzzezz� Ez�zzzzzezzzz�� FA = = FA PST �zzzz zz� E=FA;L FAezzzz � COMMUMTY B B B B B 11 CENTER 3 11 L FA FA A B B A B FA B B M M M 11 IRRIGATION ROOF PLAN BID—ALT Scale: 1 1 /2"=V-0" Scale: 1 "=20'4' SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE SPECIFIED AUTOMATIC CONTROL VALVE, INSTALL PRESSURE REGULATING DIAL IF SHOWN ON LEGEND I PVC UNION 24" SPARE WIRE —\ COIL, SEE SPECS FOR QUANTITY PVC BALL VALVE, COMMERCIAL GRADE CLR. PVC UNION J 7-ZE PROVIDE CORRECT S NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF THE BOX WITHOUT USING 90 DEG. ELLS OR 45 DEG. ELL. MAINLINE, SIZE PER PLAN CONTROL AND SPARE WIRES, TAPE TO BOTTOM OF MAINLINE ELEVATION VIEW FINISH GRADE SPECIFIED SPLICE KITS 24" CONTROL WIRE zo z = COIL IN BOX J a�� U Q W 0 1" MIN. CLEARANCE v w J BETWEEN VALVE BOX w a a FLOW AND PIPE can of m w 0 wL' P PVC LATERAL PIPE SUPPORT VALVE BOX WITH (4) BRICKS MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP IN BOTTOM OF VALVE BOX. NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. REMOTE CONTROL VALVE (WITH SHUT-OFF Scale: 1 1 /2"=V-0" COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W N 0 N W � N 5 G \TT 1..1� C) O c� LL C) z O U PROJECT NUMBER: PROJECT MANAGER: 16-0996 NH DRAWN BY: CR REVISIONS: WEISMANDESIGNGROUP �N-SCAPE SULTANr SEATT E 9811N 2T �-K2-1_1'2i CCOM ARCHITECTS I boy ID 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BayliSArchitects.corn IRRIGATION ROOF PLAN & DETAILS L302 FOR REFERENCE ONLY. () W A S N 2 �o�Ps P y'q Z( �� LJ LJ V �tiN \s3 EXP.{1�\� a\ J � � - I J . I l;J J, -, 1 1 �r a 4 ' i I l I EQUIf=MENT 5C;HF:DUL_F^ '❑ I Ra lribird F4r,-Ae Series - 25 Stotrlan y Rdinbir'd W f5arlao R Mota--C "trol Valves Q� RiMblyd Zara Cortrol KIL-XC Z-01S Wilkins 2" Ocnible C.F' pcA Volvo 0550 M r-larnmond Clata Valve - 661 (sized to match pipe alma) 40C Rri Tnbird Quick Coup l lrl j Valve f Iw a - 4_4R 44< 514-2 C' a ani.roliar(SLaLion Numl�ar GallonsPar m1nute salvo 51:a Controllatr Wlrlrx3i 14ot Ur■ -tit- C.o+nman - whit. Master Vd lv - 151mak $pR 21 Class 300 - LaWwal litpa = Schodule 40 - Ma intlAo Schedule 40 !llewves (hulce the size or piping) - I' lainlina -provide saqparato 1pleava for wirine Alt unmarked lateral ptp!nn Is .g1. r I I —�--- --�--- -- LIMIT OF WORK --�- -�-.. I i °c c Pfk' MRfY LINE �. 1. Irrigation syst.am 14�out .is diaeramatic. Exact loc ltivnb or piping. valves and othw componwts s►'►sll bo Contraawr in the r►eId at the time or installatlan. 2. Conceal all va Iva1t In O'rub bed. Whrare possible. 3. Comae-aI all quick coup Ior valves locatod near the building In aIIrub bads, 4. All piping under pavemw+t to be IAiwLAIIad In 5wh 40 sloovor_ 5. Minor adjustmonto In system 1'0�vu% Ntillt be peirmiltsd to clear oxlstinK2 r.ixod obstructions, &. (Alt.arnata 51d0 5prIr*Jar syatam Is 4p[aelanaCil and praeammQd as a Whole unit. Ir particw1ar altarnatives are deducted rram the laid, a radeala3rs or mainline routing and valve saquwaing "ll bat owbmlttod for approval berore ronstruetlon. 1. ( A I t arn4 to Bid) Contro l lairs A and & are to run on oppo- ti to digs, $. (.4ita+-na to va) i r alterna to Raids are aC+Gslatted, an ,additional 2" motor will be required 1 S, Savo existing r pntrollarr in primary g49.m, � IQ, Abandon exlbine Irrigation system. { i X1 Tl AWA T A �A\—PROTECTE 6 taG $F' Iw !� i No C0N5TR1JCT10N VEi-lIGLE6 AL'L0LUEC% - SEE L2. 2 FOR ALTERNATES #1 — #3 f 15'T•MBOLt ?-TOD;EL NO. RAM& 4pil. I A FAL.0 `l F4-FC-04, 4LGGIN I=•i - i'-C•4,78, i 30' - 44' { C 18C94 -$Ai"i-1aR$-l5� 15, 310 D ' 7.18 E IW4 - 5AM - F'IZ$ -I STT 0 2,48 i I- 1504-5AM-PIF6-15H d 1b5__- G I504-5AM-PR5-15T N 123 2AC IIJ 1604-64M-PfZ5-12TQ 'I IA5 1t 4-9AI"i- r -f Tr 1.14 L 1804 - 5A1-I - PR5 - E2 N 00 - t"i 180 4-5AM-F -I2T- 1f�Oa-94-1-FIRS -Ina 14 D lI ,SAF"i-PF'fi■Its 10, 1 _551 �+• P 18C4 - 9 AI"`i - i�lCDQIII '� 1 4-6API-PRS-)OT '} .52 it J T 1W4-54I"T-P -ISEST I~t~ API ti 180.4-54M-PR5-11$5r 6TRIP 113 V 150 4-54M-PRS-1553T 5TRIP _61 I I All PC rotor haadi hdvo 12 no=les ■xGopt u�ws nCtad. •• All drub heads to be 6* POP -ups ekcelpt UA'Wa noted. r � �1 i� A','U Arlo 6A) Ai P P1RUP"T1` LINE V L ALL _L0tveS ARC I � A> ST�LI_j�o ALL. H*40s�I�'">� � rri4 sl St. N 75"17 , N - ■ i 4 I Tjjis` wE0-0z A)17 Vetta r=o r —4 �A Yam,. jj Ts 144 CFO*t ii.r•'. ��- - - • � • a �• �• • f _07; ji JA er sv-j rR ,i !I iy.I r tc-L- - . 1 SCALE: 1 "=3D' ftaR or sAl!l�t+bt r LM�Ip T 9MV4M14 w w CY- w r w �y w t w _ � � w r 4 w - Y i w. LIN �r M Ir . Eli t �i 0 0 Z 0 - LM CZ 0 c co 0 CC% W Ow Dole I4D.A. Jub No, -!2221 C�fnwn or M& T - QhocS wl HY- 21, Fie Name IWI SCM* I' w �2' Reyn)loni -D7-94 IRRIGATION PLAN I L2w 1 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z E 0 W � U Z Z o w `na' U LU 01� LL J Q LL U N � N W O N 0) O O CY) LL O Z O U PROJECT NUMBER: PROJECT MANAGER: 16-0996 NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANIS-ATTLE DESIGNGROUP �U%N.SCAPE .NSU TANT Wgl98N zT 011221, W WpGINC.COM ARrCH17EG75 boy II J 10801 Main Street, 4110 1 Bellevue, WA IJ8004 (425) 454 0566 I BaylisArchitects.cam RECORD PLANS OF EXISTING IRRIGATION SYSTEM (FOR REFERENCE ONLY) L303 2Q LJ LJ V oryti SC 53 EXP. 4V\" ' PE' E ARG STAINLESS STEEL HANDRAIL, 1-1/2" DIA. SCH. 40 PIPE. PROIVIDE 240 3-1/2" R GRIT DULL SATIN FINISH. TYP. I CHEEK WALL AS SHOWN ON PLANS HANDRAIL LOCATIONS AND PROFILES AS SHOWN ON PLAN HANDRAIL SLEEVE INSERT Q 3" CLEAR TO ADJACENT I +/— 2 DIA., GROUT IN � CONDITION PLACE W/ WATERPROOF - AT EACH NOSING PROVIDE 1 /2" EDGE Q 5 o EASE OUTER EDGE RADIUS AND (4) SAFETY GROOVES TO w — 12" NON —SHRINK GROUT. BE 3L4" APART AND 1 /4" DEEP � TREAD 1' SLEEVE DEPTH 6" TOOLEED IN PARALLEL WITH SAFETY 1i —TYP. `V 0 8" STEP EDGER TOOL o o EXPANSION JOINT, O TYP. AT WALL AND ~ CHEEK WALL WHERE 0 00 SLAB JOINTS NOTED ON PLANS Io 1 N 1 /2,1 °.. °. Y4 R TYP. o . oc ° . J Q w ° 8A. _ HANDRAIL SLEEVE INSERT v, o - ° °� � ° �:. O 5" o �:.. °� �; 1 /2"x16" SMOOTH STEEL o S-1 4 e ° ° d d Z DOWEL © 24 O.C. AT TOP w TYP. a AND BOTTOM OF STAIRS, 0 ✓ °: N a a / < GREASE ON END, TYP... CII J _5� < #4 BAR NOSING (TYP.) 2" CLEAR I n / ° ° #4 BAR Cc? 24" O.C. EACH WAY o� w (2" CLEAR MIN.) TIED TO CHEEK WALL _ CHEEK WALL BEYOND MIN. 2 DEPTH d NOTES: _ #4 REBAR @ 18" O.C. EACH ° 1. SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. WAY IN CHEEK WALL (TYP.) 01 1, 3" 2• TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL. COORD. STEEL W/ HANDRAIL 3. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. SLEEVE LOCATIONS SECTION 4. ADJUST DIMENSIONS WHERE SHOWN ON STAIR PROFILES. ELEVATION COMPACT SUBGRADE TO 95% 5. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. \� CONCRETE STAIRS & HANDRAILS 3-1/2" DIA. SCH. 40 STEEL PIPE FULLY WELDED AND GROUND SMOOTH LVVI--IL I LI\ I II\L IIVJI LV I VI\. 5. PROVIDE REFLECTIVE STICKERS ON ALL VERTICAL AND HORIZONTAL GATE MEMBERS, BOTH FRONT AND BACK SIDES. 6. PROVIDE HOLD OPENS AS SHOWN ON PLAN AND PER DETAIL E/L400. n4 1 nll Scale: 3/411= V-0" 4" REFLECTIVE TAPE, TYP, SEE GATE SUPPORT DETAIL 1.5"x6"x1 /4" STEEL PLATE TO LOCK GATE. PLATE TO HAVE (2) 1 /2" DRILLED HOLES FOR LOCKS. 18" CHAIN WELDED TO GATE, TYP. LOCKS PROVIDED BY OTHERS. VEHICULAR PIPE GATE 1.5" DECORATIVE BOLLARD, SEE SPECS 2'-0" DIA. CONCRETE - FOOTING, LIGHT BROOM FINISH ADJACENT PAVING, SEE CIVIL a FLUSH FLUSH c0 aa. a as aa a a a s 4 III III III III III- DECORATIVE BOLLARD - 2'-0" DIA. - 4"X8" CONCRE UNIT PAVER, S SPECIFICATIO 8"X8" CONCR UNIT PAVER, SPECIFICATI( TYPICAL PAVING PATTERN JOINT FILL, SEE SPECS. CONCRETE PERMEABLE CONCRETE PAVING FLUSH PAVERS, SEE SPEC \ 2" BSDDIN COURSE, TYP. ADJACENT PAVING, SEE CIVIL 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0o 0 0 0 0o O oo O o0 O oo O o0 O oo O o0 O 4" AGGREGATE SUBBASE COURSE, SEE NOTES I I L Ia COMPACT SUBGRADE 95%, III SLOPE SUBGRADE TO FOLLOW 4" PERF. PIPE, SEE CIVIL FINISH GRADE AND DRAIN TOWARD PERF. PIPE, SEE CIVIL DRAINAGE PEA GRAVEL NOTES: 1. SEE PLANS FOR PERMEABLE CONCRETE PAVER LOCATIONS AND PAVEMENT SLOPES. 2. SEE SPEC. FOR ADDITIONAL INFORMATION ON CONCRETE PAVERS AND AGGREGATE COURSES. 3. AGGREGATE SUBBASE SHALL BE CLEAN, CRUSHED GRAVEL OR CRUSHED ROCK — TYPE 22 OR 24. 4. THE LEVELING COURSE SHALL BE A FREE DRAINING AGGREGATE AND SHALL NOT RESITCT THE INFILTRATION RATE THROUGH THE SYSTEM. FRACTURED JOINTING SAND IS NOT ALLOWED. 5. INSTALL PAVERS AND BASE COURSES PER MANUFACTURERS RECOMMENDATIONS. PERMEABLE CONCRETE PAVERS Scale: 1 "=1'-0" Scale: 3/411=1'-0" HOLD TOP OF PLANTING SOIL 1" BELOW EDGE OF PLANTER AND MOUND 3" IN CENTER AS SHOWN GALVANIZED PLANTER, SEE SPECS 4" DEPTH WASHED DRAIN ROCK FILL PLANTER WITH CEDAR GROVE VEGETABLE GARDEN MIX I PROVIDE 1 /2" DRAIN I HOLES AT 12" O.C. FILTER FABRIC I G PERMEABLE CONCRETE L400 PAVERS I 3� O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 00 O o0 O o0 O o0 O o0 O oo O o0 O o0 O o0 O o0 O o0 O o0 O o0 O 00 O 00 O 00 0 0 0 0 0qpp 0 0 0 0 0 00 0 III III -III III III GALVANIZED RAISED PLANTER 1 /4" GALV. STEEL PLATE END CAP, FULLY WELD TO PIPE PROVIDE GREASE FITTINGS AT TOP AND SIDES OF POST TEFLON DISC GATE FRAME 6-1/2" DIA. x 3/8" STEEL OUTER PIPE 5-1/2" DIA. x 1 /4" DOUBLE STRONG STEEL INNER PIPE d: ° ad ° ° C FINISH GRADE #4 U SHAPED BARS # 3 U SHAPED BARS I ° 7— °d a <.�.. .. °�.: MIN. 3" 41i -p CLEAR ° dl < . ° e °...1. . . o� —p NOTES: ° 1. ALL STEEL PIPE TO BE GALVANIZED AFTER 4. a ` FABRICATION. 2. PROVIDE RUBBER SEAL AT BOTTOM OF OUTER PIPE. 3'-0" 3. GRIND WELD AT INNER PIPE SMOOTH AND PROVIDE ROUND FLUSH WITH FACE OF INNER PIPE. FOOTING AS SHOWN 4. PROVIDE TEFLON DISC AT TOP OF GATE ON PLAN SUPPORT POST. 12" O.C. PLANTING AREA, SEE PLANTING ANCHOR SPIKES, GALVANIZED PLANS STEEL, 16" LONG, 12" O.C., PAINT BLACK, SET TOP OF SPIKE 1 BELOW FINISH GRADE o IIII° FLUSH TYP Scale: 1 1 /211=1'-0" Scale: 1 /211=1'-0" COL —MET 3/6" METAL EDGE, ITEM #:1007-6, COLOR: BLACK www.colmet.com 16" STAKES PERMEABLE CONCRETE G PAVERS 400 \\\\\\\\\\\\\\\ = IIII III -II II "' ill III III NOTE: 1. INSTALL STEEL EDGING PER MANUFACTURERS RECOMMENDATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STEEL EDGING AT CONCRETE PAVERS Scale: 3/411=1'-0" WALL, SEE ARCH EXPANSION JOINT C.I.P. CONCRETE STRIP Y4" RADIUS, TYP. FINISH GRADE 1/2" BELOW TOP OF CONCRETE, TYP. 2% SLOPE 4" DEPTH a ROCK BASE COURSE o 0 0 0 0 0 0 0 xxxx COMPACT SUBGRADE /\xj� BENEATH CONCRETE l� TO 95% TYP. FOOTING, SEE STRUCTURAL 2'-0„ MOW STRIP AT BUILDING NOTE: PROVIDE EXPANSION JOINTS AT 20' O.C. AND AT ALL DOWNSPOUTS CONCRETE MAINTENANCE STRIP 4/2 HOLE IN FLANGE TO ACCEPT 1.5"x1 /4" STEEL PLATE 1 /2" STEEL PLATE, FULLY WELD TO PIPE 4-1/2" DIA. x 1 /4" GALV. STEEL PIPE FINISH GRADE NOTE: 1. ALL STEEL COMPONENTS TO BE 1'-0" GALVANIZED AFTER FABRICATION VEHICULAR PIPE GATE HOLD OPEN POST Scale: 1 1 /211=1'-0" Scale: 3/411=1'-0" COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W 0 W 0 LL Z O U N N O N V I C) \M C) PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST 206-322-1732 CONSULTANT SEATILE WA 98112 WWW.WDGINC.COM ARCHITECTS boy I C% 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BaylisArchitects.com LANDSCAPE DETAILS n 0 N O N O L400 2Q LJ LJ V oryti S\C 5 �3 EXP.'�11�\ �� \PE ARG BENCH, SEE SPE( CONCRETE PAVIN SEE CIVIL FINISHED GRADE 6'— 03/4„ SIDE ELEVATION FRONT ELEVATION NOTES: 1. PORTIQOA PARK BENCH BY MMCITE, SURFACE MOUNTED ON CONCRETE PAVING, SEE SPECS. 2. INSTALL BENCH PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. BENCH 24" FROM BIKE RACK, SE CONCRETE PAVIN SEE CIVIL FINISHED GRADE NOTES: 1. "TOFINO NO SCRATCH" BIKE RACK BY SPORTWORKS NORTHWEST, SURFACE MOUNTED ON CONCRETE PAVING, SEE SPECS. 2. INSTALL BIKE RACK PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. BIKE RACK Scale: 1 "=V-0" 0 I z w 0 3'-3" FRONT ELEVATION Scale: 1 "=V-0" BIKE LOCKER, SEE SPECS FINISHED GRADE NOTES: 1. BIKE LOCKER BY SPORTWORKS, SURFACE MOUNTED ON CONCRETE PAVING, SEE SPECS. 2. INSTALL BIKE LOCKER PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. BIKE LOCKER LITTER RECEPTACL SEE SPECS CONCRETE PAVIN SEE CIVIL FINISHED GRADE SIDE ELEVATION FRONT ELEVATION NOTES: 1. PRAX LITTER RECEPTACLE BY MMCITE, SURFACE MOUNTED ON CONCRETE PAVING, SEE SPECS. 2. INSTALL LITTER RECEPTACLE PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. LITTER RECEPTACLE 8'-63/4„ 6'-3" SIDE ELEVATION Scale: 1 "=V-0" (2) BENCHES, SEE SPECS G PERMEABLE L400 CONCRETE PAVERS FINISHED GRADE 0 PICNIC TABLE, SEE SPECS 0 2'— 5)/4" 0 0 0 0 0 o O o 0 o O 610 0 0 ,O o 0 o O o 0 0 0 0 0 0 0 o 0 0 0 0 6,10 0 0 0 0 0 0 0 o 0 0 0 0 O o o 0 0 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 00 0 00 0 00 0 00 0 0 0 00 0 00 0 00 0,)o 0,)o 0,)o 0,)o 0,)o 0,)o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In 0 0 0 0 C, 0 0 CONCRETE FOOTINGS ------ — PER MANUFACTURER'S RECOMMENDATIONS, TYP NOTES: 1. TABLY RECTANGULAR TABLE AND (2) PORTIQOA PARK BENCHES BY MMCITE, SURFACE MOUNTED IN PERMEABLE CONCRETE PAVERS, SEE SPECS. 2. INSTALL PICNIC TABLE AND BENCHES PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. PICNIC TABLE ISOMETRIC VIEW Scale: 1 "=V-0" Scale: 1 "=V-0" COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. ui � N 0 N W � N � � O O M LL o z O U PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. I DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST 206-322-1732 CONSULTANT SEATILE WA 98112 WWW.WDGINC.COM boy ARCHITI I ECTS r"t 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 056E I BaylisArchitects.com LANDSCAPE DETAILS L401 GENERAL NOTES: FLAG NOTES OX : A. ALL EXTERIOR LIGHTING FIXTURES SHOWN ARE NEW 1. EXISTING UTILITY POLE WITH OVERHEAD 3-PHASE POWER AND TELE/COMM UNLESS NOTED OTHERWISE. INFRASTRUCTURE. CONTRACTOR TO PROVIDE NEW CONDUIT SERVICE RISERS UP POLE FOR EACH UTILITY PROVIDER FOR UNDERGROUND UTILITY SERVICES TO COMMUNITY B. SEE SHEET E201 FOR BUILDING MOUNTED LIGHT FIXTURES. CENTER BUILDING. CONTRACTOR TO COORDINATE WITH EACH PROVIDER AND WILL PROVIDE PATHWAY AND INFRASTRUCTURE AS REQUIRED FOR EACH SERVICE C. ALL SITE LIGHTING WIRING TO BE MINIMUM OF #10AWG. CONNECTION. 2. NEW UNDERGROUND UTILITY STREET CROSSING PER CITY OF RENTON REQUIREMENTS. PROVIDE: POWER - (2) 4", TELEPHONE - (2) 4", FIBER OPTIC - (2) 2", AND CABLE TV SERVICES - (2) 4". VERIFY ALL CONDUIT REQUIREMENTS WITH UTILITY PROVIDERS. 3. NEW RECESSED IN -GRADE UTILITY JUNCTION BOXES. PROVIDE 1 BOX FOR POWER, TELEPHONE, FIBER OPTIC, AND CABLE TV ACCORDING TO UTILITY PROVIDERS REQUIREMENTS. 4. NEW UNDERGROUND SHARED UTILITY TRENCH WITH POWER - (2) 4", TELEPHONE - (2) 4", F — I I FIBER OPTIC - (2) 2", AND CABLE TV SERVICES - (2) 4". al IDO Jo I I 5. NEW PAD MOUNTED TRANSFORMER PROVIDED BY PSE. CONTRACTOR TO PROVIDE Ln El _�I I \ BELOW -GRADE VAULT, VAULT LID, AND CONDUIT PATHWAY PER PSE REQUIREMENTS. I I BELOW -GRADE VAULT TO BE LOCATED A MINIMUM OF 10 FEET CLEAR OF ANY El COMBUSTIBLE CONSTRUCTION. U \ e\ (�) 6. NEW UNDERGROUND SECONDARY SERVICE POWER FEEDERS, BY ELECTRICAL N CONTRACTOR, FROM TRANSFORMER VAULT TO ELECTRICAL ROOM SERVICE ENTRANCE. a SEE ONE -LINE ON SHEET E0.3 FOR CONDUIT AND CABLE SIZES. o° m a 7. NEW RECESSED IN -GRADE UTILITY PULL -BOXES FOR TELE/COMM SERVICES. O I O I] Op o I U 8. NEW UNDERGROUND TELEPHONE, FIBER OPTIC, AND CABLE TV SERVICES. L o� / CONTRACTOR TO PROVIDE CONDUIT AND CABLING FROM JUNCTION BOX TO 0/ ELECTRICAL ROOM SERVICE ENTRANCE. J . .", 9. EXISTING (2) PARKING LOT LIGHTS IN THIS AREA TO BE DEMOLISHED. EXISTING " Jo / UNDERGROUND CONDUIT AND CABLING TO BE DISCONNECTED AND REMOVED FROM 4 I �° \ o AREA OF NEW WORK WHERE ACCESSIBLE. BRANCH CIRCUITRY TO LIGHTS TO BE ° co \ oo DISCONNECTED FROM SOURCE ON ELEMENTARY SCHOOL PROPERTY. U \ 7 00 10. NEW POLE MOUNTED PARKING LOT LIGHTS. ALL NEW LIGHTS SHOWN TO BE FED FROM 0 � FAMILY FIRST BUILDING. as I co \ 0 11. NEW BOLLARD LIGHTS ALONG WALKWAY. 12. PROVIDE UNDERGROUND FEEDERS AND CONNECTION TO E.V. CHARGING STATIONS. (3) I \ °0 04 CHARGING STATIONS ARE TO BE PROVIDED AND INSTALLED IN BASE BID. PROVIDE (1) SINGLE AND (1) DUAL -HEAD BOLLARD MOUNT CHARGERS. BASIS OF DESIGN TO BE: (^) I CHARGEPOINT #CT4011-GW1 & CT4021-GW1 UNITS. ° 13. UNDERGROUND PATHWAY FOR FUTURE CITY USE. PROVIDE 2" CONDUIT RUNNING A4-48 > ALONG RIGHT-OF-WAY AND (2) TYPE-1, IN -GRADE JUNCTION BOXES AT EITHER END OF CONDUIT RUN. VERIFY EXACT ROUTING AND J-BOX LOCATIONS WITH CITY OF RENTON I--—————————————————————————————— — — — — -- -------— — — — — —————————————————— — — — — —— PRIOR TO ROUGH -IN. 14. EXISTING FLASHING SCHOOL BEACON AND SPEED CAMERA TO BE RELOCATED AS CLI 6 8 DIRECTED BY CITY OF RENTON. �S A4- • WL5 0 a — aj ---------- --------------------- 1 I ------ r — -- --- -- WL5 01 a -4s ° 7 ° WL1-A 0 A4- 8 , _ I I A4-50 4 I I , WL5 4 4-4 o W 1-C o � I WL1-C El I 13 I I 1 L5 0 4 48 I I I 10 A -48 WL5 0 4 ° I 2 1 I o L jji J 8T� / o I W 'I 1 0 a YVL5 o 4- I / J I ° o W 1-C %; I 1 TELE/CO 2 I I WL5 o 4_ 0 0 0 0 10 TYP A4 OOOOIO 3 — oo E.V. U1JL1-F —� L - [3�'33 & 12 A4-- A4-5 D-37 A4 50 5 �L5 �L5 JI ° LWL1-C I A4-36 o - POWE 2 I '� - VAN I � o 0 0 I I I = N N T N 0 0 0 1 T a D J I A4-48 ♦— mo W WL1-E 10 TYP I f1: z \ I I W 6.97 I j L1-B L1-B WL1-B I .�---—— — — ---- ----- <L1-B w A4-4 A4-50 I 0 � — ——— ———————— — — — — —— --— — — — — — — — — — ----A4-50 A4-Q --_ _ _ _ _ _ _ __ m — ------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ — — — ___ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V 3 + — — — — — — --- --- — — — — — 3000' — -- — — — — —— ++ + + + N 89°10'36" W 810.34' I NO. REVISION SURVEYED: SCALE: "= DESIGNED: 1 20' DRAWN: ONE INCH RTC A L S1Tq VL T=411002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING V MSippo 07/08/2020 C� LL VERTICAL: NAVD 1988 DATE: HORIZONTAL: NAD 1983/1991 CITY OF FAMILY -FIRST 4/24/2 02 0 + COMMUNITY CENTER FIELDBOOK: j RENTON PERMIT PAGE: � DATUM CIVIL -CONSTRUCTION _ DRAWING No: Planning/Building/Public Works Dept. ELECTRICAL SITE - UTILITY POWER & LIGHTING PLAN E050 a E 0 5 0 SHEET: 38 OF: 40 LL N T N O O O T Q D J Lv Q Z LEI J LL. O T T SITE LIGHTING FIXTURE - TYPE WL1-A,B,C,D,E,F O page GAN GALLEON LED page GAN GALLEON LED page GAN GALLEON LED ' DESCRIPTION Streetworks STANDARD ARM MOUNTING REQUIREMENTS OPTIC ORIENTATION ORDERING INFORMATION Q The GalleonT" LED luminaire delivers exceptional performance in a 4 @ 90° Street Side Street Side Street Side Sample Number: GAN-AF-04-LED-U-T3R-BZ Configuration 90° Apart 120° Apart highly scalable, low -profile design. Patented, high -efficiency AccuLED Product Family Light Engine Number of Lamp Type voltage Distribution color Mounting W OpticsT"' system provides uniform and energy conscious illumination to WT 1 _— GAN-AF-01 7" Arm 7" Arm 2 @ 180° Triple' Light Squares a walkways, parking lots, roadways, building areas and security lighting FAMILY FIRST CC L 1 (Standard) (Standard) �_ Y p 9 Y 9 Y 9 9 GAN=Galleon AF=tADrive 01=1 LED=Solid U=Universal T2=Type11 AP=Grey [Blank]=Arm for Round applications. IP66 rated and UUcUL Listed for wet locations. 7" Arm 7" Arm Current 02=2 State Light (120-277V) T2R=Type II Roadway 6Z=Bronze or Square Pole pP GAN-AF-02# W: 9 s . - (Standard) (Standard) 03=3 Emitting 8=480V 7.9 T3=Type III BK=Black EA=Extended Arm ° 7" Arm 7" Arm 04=4 Diodes 9=347V 7 T3R=Type III Roadway DP=Dark Platinum lleatArm Adapter 10 GAN-AF-03 05=5 ° T4FT=Type IV Forward Throw GM=Graphite Metallic WM=Wall Mount (Standard) (Standard) 0 6=6 T4W=TypelVWide WH=White QM=Quick Mount Arm GAN-AF-04 7" Arm 7" Arm 07=7 a 5NQ=Type V Narrow (Standard Length)" (Standard) (Standard) 08=8 s 5MQ=Type V Square Medium QMEA=Quick Mount 09=9 ° 5WQ=Type V Square Wide Arm (Extended SPECIFICATION FEATURES GAN-AF-05 10" Extended Arm 7" Arm 10=10' SL2=Type 11 w/Spill Control Length) 12 (Required) (Standard) 2 @ 90° Triplet 2 @ 120° SL3=Type III w/Spill Control Construction of maintenance. 120-277V 50/60Hz, bracket option. QUICK MOUNT 10" Extended Arm 7" Arm House Side House Side House Side SL4=Type IV w/Spill Control GAN-AF-06 (Required) (Standard) SLL=90° Spill Light Eliminator Left Extruded aluminum driver 347V 60Hz or 480V 60Hz operation. ARM: Adapter is bolted directly to Standard Optics Rotated Left @ 90° [L90] Optics Rotated Right @ 90° (R90] SLR=90°Spill Light Eliminator Right enclosure thermally isolated from 480V is compatible for use with the pole. Quick mount arm slide 13" Extended Arm 13" Extended Arm RW=Rectangular Wide Type I GAN-AF-07 OPTICAL DISTRIBUTIONS Light Squares for optimal thermal 480V Wye systems only. Standard into place on the adapter and is (Required) (Required) AFL=Automotive Frontline performance. Heavy -wall, die- with 0-10V dimming. Shipped secured via two screws, facilitating �— - 13" Extended Arm 13" Extended Arm Options (Add as Suffix) Accessories (Order Separately) nnnfo GAN-AF-OS Asymmetric Area Distributions cast aluminum end caps enclose standard with Eaton proprietary quick and easy installation. The � / (Required) (Required) 7027=70 CRI2700Kte OA/RA7016=NEMA Photocontrol Multi -Tap- 105-285V nil" housing and die-cast aluminum circuit module designed to versatile, patent pending, quick /— ir �- T2 SL2 T3 SL3 T4FT raw SLa 16" Extended Arm 16" Extended Arm 7030=70 CRI 3000K18 OA/RA1027=NEMA Photocontrol - 480V heat sinks. A unique, patent withstand 10kV of transient line mount arm accommodates GAN-AF-o9 NOTES: Round polesare3®120°. Square poles Round poles Type II) Type II with Spill Control) (Type III) (Type III with Spill Control) (Type IV ForwardThrow) (Type IV Wide) (Type IV with Spill Control) q p (Required) (Required) q 7060=70 CRI 5000K18 OA/RA7201=NEMA Photocontrol - 347V pending interlocking housing and surge.The Galleon LED luminaire multiple drill patterns ranging 7080=70 CRI6000K13 OA/RA1013=Photocontrol Shorting Cap W GAN-AF-10 16" Extended Arm 16" Extended Arm 8030=80 CRI 3000K 7 OA/RA1014=120V Photocontrol heat sink provides scalability with is suitable for operation in -40°C from 1-1/2" to 4-7/8". Removal (Required) (Required) 600=Drive Current Factory Set to 600mA'4 SA1252=10kV Surge Module Replacement superior structural rigidity. 3G to 40°C ambient environments. of the door on the quick mount 800=Drive Current Factory Set to 800mA14 SA1036-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon vibration tested and rated. Optional For applications with ambient arm enables wiring of the fixtureFp 1200=Drive Current Factory Set to 1200mA1415 SA1037-XX=2 @ 180° Tenon Adapter for 2-3/8" O.D. Tenon tool -less hardware available temperatures exceeding 40*C, without having to access the driver 2L=Two Circuits"A' SA1197-XX=3 @ 120° Tenon Adapter for 2-3/8" Q.D. Tenon STANDARD WALL MOUNT MAST ARM MOUNT DIM=External0-10VDimming Leads SA1188-XX=4@90°TenonAdapterfor2-3/8"O.D.Tenon Z for ease of entry into electrical specify the t S (High Ambient) compartment. A ting. out enables 3=Three-Position Terminal Block SA1189-XX=2 @ 90° Tenon Adapter for 2-3/8" O.D. Tenon chamber. Housing is IP66 rated. option. Light Squares are IP66 round pole mounting. GAN 3„ P=Button Type Photocontrol (120, 208, 240 or 277V) SA1190-XX=3 @ 90° Tenon Adapter for 2-3/8" Q.D. Tenon o Asymmetric Roadway Distributions Symmertric Distributions rated. Greater than 90% lumen O [76mm] 1-13/16" 4=NEMATwistlock Photocontrol Receptacle SA7191-XX=2 @ 120° Tenon Adapter for 2-3/8" O.D. Tenon W GALLEON LED [47mm] RW T2R T3R 5NQ 5MQ 5WQ 4N7=NEMA7-PINTwistlockPhotocontrolRece Receptacle SA1038-XX=Sin IeTenonAda ter for 3-1/2" O.D. Tenon Optics maintenance expected at 60,000 Finish � � 3- 13/16" o P g P Patented, high -efficiency hours. Available in standard 1A Housing finished in super durable [97mm] (Rectangular Wide Type 1) (Type II Roadway) (Type III Roadway) (TypeV Square Narrow) (Type V Square Medium) (TypeV Square Wide) AHD145=After Hours Dim, 5 Hours 19 SA1039-XX=2 @ 1801 Tenon Adapter for 3-1/2" O.D. Tenon (2) 27/64" AHD245=After Hours Dim, 6 Hours 10 SA1192-XX=3 @ 120° Tenon Adapter for 3-1/2" O.D. Tenon injection -molded AccuLED drive current and optional 600mA, TGIC polyester powder coat paint, [11mm] AHD255=After Hours Dim, 7 Hours 13 SA1193-XX=4 @ 90° Tenon Adapter for 3-1/2" O.D. Tenon 1-10 Light Squares 10-5132" 21-3/4" 7" 3-13/64" Dia. Hole Optics technology. Optics are 800mA and 1200mA drive currents 2.5 mil nominal thickness for 8-1/s" [zosmm] L J AHD355=After Hours Dim, 8 Hours'a SA1194-XX=2 @ 90° Tenon Adapter for 3-1/2" O.D. Tenon [256mm] [553mm] [178mm] [82mm] precisely designed to shape (nominal). superior protection against fade Solid State LED HA=50°C High Ambient FSIR-1 0=Wir @ 90° Tenon Adapter for or Occupancy O.D. Tenon I the distribution maximizing and wear. Heat sink is powder ® MS/DIM-L08=Motion Sensor for Dimming Operation, Maximum 8' Mounting Height's FSIR-100=Wireless Configuration Tool for Occupancy Sensor 25 efficiency and application spacing. Mounting coated black. Standard housing 6-3/16" J MS/DIM-L20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height's GAN-11VI Field Installed Mesh Top for 1-4 Light Squares AREA ROADWAY LUMINAIRE [157mm] 2-7/16" MS/DIM-L40=Motion Sensor for Dimming Operation, 21' - 40' Mounting Height's GAN-MT2=Field Installed Mesh Top for 5-6 Light Squares AccuLED Optics create consistent STANDARD ARM MOUNT: colors include black, bronze, grey, [61mm]J L_J MS/X-L08=Bi-Level Motion Sensor, Maximum 8' Mounting Height19 =° GAN-MT3=Field Installed Mesh Top for 7-8 Light Squares distributions with the scalability Extruded aluminum arm includes white, dark platinum and graphite MS/X-L20=Bi-Level Motion Sensor, 9'- 20' Mounting Height 19•20 GAN-MT4=Field Installed Mesh Top for 9-10 Light Squares Specialized Distributions MS/X-L40=Bi-Level Motion Sensor, 21' -40' Mounting Height 19•20 GLEON-QM=Quick Mount Arm Kit 11 to meet customized application internal bolt guides allowing for metallic. RAL and custom color LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16'Mounting Heigh 21•I"I GLEON-QMEA=Quick Mount Extended Length Arm Kit 12 less—� QUICK MOUNT ARM (INCLUDES FIXTURE ADAPTER) 9 9 9 requirements. Offered standard easy positioning of fixture during matches available. ^l AFL SILL SLR LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' -40' Mounting Heigh t21•IAI LS/HSS-Field Installed House Side Shieldzs.z6 in 4000K (+/- 275K) CCT 70 CRI. mounting. When mounting two ��, (Automotive Frontline) (90° Spill Light Eliminator Left) (90° Spill Light Eliminator Right) L90=Optics Rotated 90° Left Optional 3000K, 5000K and 6000K or more luminaires at 90* and Warranty v IT 1-1/4" [32mm] R90=Optics Rotated 90° Right Z o LumenSafe Technology I MT=Factory Installed Mesh Top CCT. 120 apart, the EA extended arm Standard five-year warranty. may be required. Refer to the Optional ten-year warranty, TH=Tool-less Door Hardwarecm Y q P Y tl: ® 6-15/1m [124mm] LCF=Light Square Trim Plate Painted to Match Housing 22 Electrical arm mounting requirement table. please see your Eaton Streetworks [177mm] HSS=Factory Installed House Side Sh1aid 23 LED drivers are mounted to Round pole adapter included. For sales representative for more [102 m] CE=CE Marking20 r removable tray assembly for ease wall mounting, specify wall mount information. NOTES: 9/16" 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. cm 115mm] 2. DesignLights Consortium's Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. Dia. Hole LUMEN MAINTENANCE LUMEN MULTIPLIER 3. Standard 4000KOCT and minimum 70CRI. O DIMENSIONS 4. Not compatible with MS/4-LXX or MS/1-LXX sensors. 4-15/16" 3-3/4" 5. Not compatible with extended quick mount arm (QMEA). L125mm 1196mmil TM-21 Lumen Ambient 6. Not compatible with standard quick mount arm (QM) orextended quickmountarm(QMEA). Projected L70 Lumen Multiplier 7. Re uiresthe use of step down transformer when combined with sesnor options. Not available with sensor at 1200mA. Not available in combination with the HA high ambient and sensor options at 1A. O Drive Current Ambient Temperature Maintenance Temperature q P p 9 P (60,000 Hours) (Hours) 8. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase O o°C 1.02 High Leg Delta and Three Phase Corner Grounded Delta systems). O 3-15/16" QM Quick Mount Arm (Standard) QMEA Quick Mount Arm (Extended) 9. May be required when two or more luminaires are oriented on a 90° or 1200 drilling pattern. Refer to arm mounting requirement table. [loom.] Up to 1A Up to 50°C >95% 416,000 10°C 1.01 10. Factory installed. V 11. Maximum a light squares. 1 3-15/16" .2A Up to 40°C > 90 % 205,000 25°C 1.00 12. Maximum 81igMsquares. ' � ty� [loomm] 13. Use dedicated IES files for 2700K, 3000K, 5000K, 6000K when performing layouts. These files are published on the Galleon luminaire product page on the website. 10, 14. 1 Amp standard. Use dedicated IES files for 60OmA, 800mA and 1200mA when performing layouts. These files are published on the Galleon luminaire product page on the website. , 0 40°C 0.99 15. Not available with HA option. Calculated per IESNATM-21 Data I Projected I 16. 2L is not available with MS/x or MS/DIM at 347V or 48OV. 2L in AF-02 through AF-04 requires a larger housing, normally used for AF-05 or AF-06. 100 50°C 0.97 17. Not available with LumaWatt Pro wireless sensors. 18. Requires the use of P photocontrol or the 4N7 or 4 photocontrol receptacle with photocontrol accessory. See After Hours Dim supplemental guide for additional information. CERTIFICATION DATA 95 1s. The FSIR-t00 accessory Is required to adjust parameters. ----•••. ••....... 20.Available in 2, 3, 4 or 6 Light Square configurations. Replace "X" with number of Light Squares in low output mode. Not available with dimming leads. No terminal block with bi-level operation. UUcUL Wet Location Listed 90 21. LumaWatt Pro wireless sensors are factor Installed only requiring network components LWP-EM-1, LWP-GW-1, and LWP-POE8 in appropriate uantities. See www.eaton.com/lighting for LumaWatt Pro application ......... , Y Y q 9 Pq 9 9 PP "A" 21-3/4" [553mm] g^ ISO 9001 information. U 85 22. Not available with house side shield HSS . LM79 / LM80 Compliant 1 1 P 1 - 1 - 1 " 0 5/8" 6 9/ 6 u J � 23.On1 for use with SL2 SL3 Siand AFL distributions. The Li ht S uare trim late is painted black when the HSS o tion is selected. DIMENSION DATA DRILLING PATTERN 3GVibration Rated "A" 21-3/4" [553mm] [269mm] 21-3/4" [553mm] [421mm] a v g q P P P IP66 Rated 80 25. CE is not available with the LWR, MS, parameters MS/DIM, uding P, 4 or 4N7 options. Available in , time l only. "B" B" Weight EPA u 25. This tool enables adjustment of parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. Number a "A" 9 2 TYPE "N" DesignLights Consortium®Qualified* QUICK MOUNT ARM DATA m 75 26. One required for each Light Square. Light Squares Width Standard Optional with Arm with Arm e g q Arm Length Arm Lengthpbs.) (Sq. Ft.) 3/4" [79mm] " 70 Diameter ENERGY DATA Number of "A" Weight with QM Arm Weight with QMEA Arm EPA c 15-1/2" 7" 10" 33 2" Hole Light Squares Width (Ibs.) (lbs.) (Sq. Ft. `" 1-4 0.96 [51mm] Electronic LED Driver ) 65U. LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) I (394mm) (178mm) (254mm) (15.0 kgs.) c 9 Y gY P >0.9 Power Factor 1-4 15-1/2" (394mm) 35 (15.91 kgs.) 38 (17.27 kgs.) e 7/8" [22mm] E 60 21-5/8" T' 10" 44 1-3/4° <20%Total Harmonic Distortion a Product Family Camera Type Data Backhaul 5-6 1.00 5-6 21-5/8" (549mm) 46 (20.91 kgs.) 49 (22.27 kgs.) 1.11 (549mm) (178mm) (254mm) (20.0 kgs.) [44mm] 120V--277V 50/60Hz 55 L=LumenSafe Technology* D=Dome Camera, Standard C=Cellular, Customer Installed SIM Card W=Wi-Fi Networking w/ Omni -Directional Antenna 347V & 480V 60Hz 7-8 27-5/8" (702mm) 56 (25.45 kgs.) 59 (26.82 kgs.) 27-5/8" 7" 13" 54 50 H=Dome Camera, Hi -Res A=Cellular, Factory Installed AT&T SIM Card E=Ethernet Networking 7-8 1.07 (2) 9/16" [14mm] -40°C Min.Temperature Z=Dome Camera, Remote PTZ V=Cellular, Factory Installed Verizon SIM Card (702mm) (178mm) (330mm) (24.5 kgs.) Diameter 40°C Max.Temperature NOTES: 1 QM option available with 1-8 light square configurations. 2 QMEA option available with 1-6 light square configurations. 3 QMEA arm to be used when mounting two fixtures at 901 on a single pole. 45 Luman9ef 1hohnologv J 9-10 33-3/4" 7" 16" 63 Holes 50°C Max.Temperature (HA Option) 0 10 20 30 40 50 60 70 80 90 100 ]� S=Cellular, Factory Installed Sprint SIM Card (857mm) (178mm) (406m m112 ) (28.6 kgs.) Hours (Thousands) Up to 1A, up to 50°C — *Consult LumenSafe system pages for additional details and compatibility. NOTES: 1. Optional arm length to be used when mounting two fixtures at 90° on a single pole. 2. EPA calculated 1.2A, up to 40°C — with optional arm length. e s1e,y Eaton Eaton Eaton �0 1121 Highway 74 South 1121 Highway 74 South 1121 Highway 74 South F , T• N by l TD500019EN F /T• N Peachtree City, GA 30269 Specifications and TD500019EN , TG N Peachtree City, GA 30269 Specifications and TD500019EN F . T• N Peachtree City, GA 30269 Specifications and TD500019EN P: 77GA86-4800 dimensions subject to P: 77GA86-4800 dimensions subject to P: 77GA86-4800 dimensions subject to Powering Business Worldwide *www.designlights.org eT June 3, 2019 11:00 AM Powering Business Worldwide www.eaton.com/lighting change without notice. June 3, 2019 11:00 AM Powering8usirrassWoddwid0 www.eaton.com/lighting change without notice. June 3, 2019 11:00 AM Powering Business Worldwide www.eaton.com/lighting change without notice. June 3, 2019 11:00 AM U. N SITE LIGHTING FIXTURE - TYPE WL5 L0 OLUMEN MAINTENANCE LUMENS - CRI/CCTTABLE WL u m i e—re Ambient TM-21 Lumen TM-21 Reported Theoretical L70 OpticType Distribution Watts Delivered LPW CCT W / Color CRI nom./ B-U-G DESCRIPTION . Temperature Maintenance L70(10k) (Hours) Lumens 44 2700 Wavelength Rating (72,000 Hours) (Hours) Eon 303-B1-LEDB1 is a compact, low profile, dimmable, LED bollard that a ° 25°C T2 8.5 600 74 3000 75 provides downlight only via a fixed head. 303-B1-LEDB1 has a single head `p' 40°C > 94% > 60,000 365,000419 51 3500 85 BO-UD-GO on one side of the Iuminaire.The bollard comes standard with universal FAMILY FIRST CC V V L5 50°C (LateralThrow) 661 e1 4000 75 input LED driver (120-277V, 50/60 Hz). Dimming is achieved with a standard a CURRENT DRAW 6.5 184 28 TSAM (Amber) 585-595nm ELV, reverse phase dimming driver or an optional 0-10V dimming driver. 353 a3 z7oo 95 Eon fixtures may be used indoors or outdoors and carry an IP66 rating.The ° Model Line Voltage Current Draw T4 85 587 72 3000 75 patented LumaLevelTM leveling systemprovides quick installation, easy 303-B1-LED61 120-277V, 50/6OHz 0.068A 410 50 3500 85 BO-UO-GO adjustment, secure mounting and protection from vibration. a a (ForwardThrow) 647 79 4000 75 MAX LOAD RATING 6.5 180 28 TSAM (Amber) 585-595nm 316 39 2700 1 95 SPECIFICATION FEATURES Options Line Voltage Max Load Rating T5X PC1 120V, 50/6OHz 8.5 525 65 3000 75 Construction 4000K andTSAM (Amber). Both Finish l000vA, s.3A 367 45 3500 85 BO-UD-GO The head of the 303-B1-LEDB1 is color temperature and distribution Luminaire and mounting base are PC2 208-277V, 50/6OHz 579 71 4000 75(Extra Wide Flood) precision machined from corrosion- must be specified when ordering double protected by a RoHS compliant RIU or RFL 120V, 50/6OHz 1800VA, 15A 1 016.5 161 25 TSAM (Amber) 585-595nm resistant 6061-T6 aluminum. Body is — see catalog logic for details. An chemical film undercoating and extruded aluminum and adjustable edge -lit option is available. polyester powdercoat paint finish. mounting base is cast from OPTIONS n corrosion resistant aluminum alloy. Electrical The mounting base is painted black. Stainless steel hardware included. The bollard is standard with an The luminaire housing and head are Receptacle Options (120V Only) ELV trailing edge phase dimmable available in a variety of standard Four (4) 3/8" x 12" galvanized driver that accepts a universal input colors. RAL and custom color matches RIU - Receptacle In -Use RFL - Receptacle Flip Lid anchor bolts and a galvanized steel (120-277, 50/6OHz). An optional are available upon request. As an anchor bolt template are standard. 0-10V universal dimming driver is option, the Eon bollards are also Specify option -LAB and order the also available. Both driver options anchor bolt/template kit seperately available in colors match other (Catalog: 7581-01 PK►. incorporate surge protection.The outdoor Eaton product ct lines, such as receptacle option incorporates Invue. See the Finish section in the 3" 1" Optical a specification grade, 120V, 15A ordering detail for more detail. 303-B1-LEDB1 76mm 25mm LightBARTM and optical assembly tamper proof and weather resistant are sealed by a clear, impact duplex GFCI.The photocell option Warranty EON LED Al resistant tempered glass [ens. comes in either a 120V or 277V. Lumiere warrants the EON series of The optical assembly is available Please see Option section for more fixtures against defects in material in three distributions: T2 (lateral detail. and workmanship for five (5) throw),T4 (forward throw) andT5X years. Auxiliary equipment such (Flood). Available in several color as LED drivers carries the original APPLICATIONS: temperatures: 2700K, 3000K, 3500K, manufacturer's warranty. BOLLARD Rugged UV -resistant polycarbonate clear Cover is contructed of a durable, die-castzinc- coverand gray body protects GFCI without alloy and is painted to match fixture. Cover is 5.7" 16" cracking or breaking and is non- corrosive. 16" only weatherproof without the cord plugged 145mm 406mm Note: Cover is weatherproof with the cord 406mm in and the cover closed.The receptacle plugged in and the receptacle is not required w 1.4" 42„ ill need to be attended while in use. The o to be attended while in use.The receptacle o receptacle incorporates a specification grade, incorporates a specification grade, 120V, 15A 120V, 15Atamper proof and weather resistant 34mm tamper proof and weather resistant duplex duplex GFCI. Available on 24"36" and 42" 1087mm ® GFCI. Available on 24;36" and 42" hieghts. ® hieghts. CC '16" Photocontrol Edge W 914mm PC1 (120V) or PC2 (277V) CERTIFICATION DATA 4.1" ® ® UL and cUL Wet Location Listed 104mm LM79 / LM80 Compliant (D 24" ROHS Compliant ® 610mm IP661ngressed Protection Rated Photocontrol cover is precision machined Under Side profile view @2 6" from corrosion -resistant 6061-T6 aluminum TECHNICAL DATA 66mm and is secured to bollard head with tamper W Edge Glow 12" 50°C Maximum Temperature Rating resistant stainless steel hardware.The pho- 305mm External Supply Wiring 90°C Minimum 0.4" tocontrol option is available in dedicated 10mm120V or 208-277V. When specifying a photo- When specifying with the EDGE option, the diffused ® control option make sure to designate the glass becomes thicker adding a visible luminaries' line art of light I a aPPropriate voltage within the catalog logic. around the edge accentuating the luminaries' aes-76mm129mm � thetics and styling. TECHNICAL NOTES: ORDERING INFORMATION Is — Sample Number: 303-B7-LEDB7-2700.120-T2-DIM10-BK-42-EDGE-PC1-RFL-LAB 1. Adjustable mounting base - Cast aluminum mounting base is equipped with the patented Lumal-evel" leveling system that includes mounting base, 70 shore neoprene base, stainless steel hardware and a slot to accommodate two inbound and outbound 3/4" conduits. It provides quick installation, Series s Color Temperature Input Voltage Optics Dimming Finish Height Options easy adjustment, secure mounting and protection from vibration. Z 303-61-LED61 2700=27OOK UNV=120-277V' T2 =Type 11, DIMELV=Trailing Edge Painted 12=12" s EDGE=Edge lit glass lens 3000=30o0K 120=120V LateralThrow Phase Dim- BK=Black 24=24" PC1=Photocontrol 120V 7 Head contains 3500=3500K 277=277V 2 T4=Type IV, ming Driver BZ=Bronze 36=36" PC2=Photocontrol 208-277V 7 one (1) 4000=4000K ForwardThrow DIM'10=0-10VDimming CS=City Silver 42=42" RIU=Receptacle - In Use MiniLightBART"' TSAM=Turtle Safe Amber T5X=TypeV, Driver Wr=White (120VOnly) 7 (585-595nm) Extra Wide Flood Premium Psi rrt RFL=Receptacle - Flip -Lid T=411004 Riiiiiiiiiis411040 AP=Grey (120V Only) 7 DP=Dark Platinum LAB=Less Anchor Bolts &Template s GM=y.3Custom and IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOTES:1 Universal Voltage (UNV) is standard unless specifying Photocontrol or Receptacle (RIU or RFL - 120V) options. 2 Specify for PC2 option only. 8 Custom and RAL color matching available upon request. Consult factory for further information.4 Bollard heights are nominal (shown in inches). 5 12" length not available with RIU or RFL options. 6Add suffix in the order shown. 7 Must specify voltage when ordering. 8 When specifying LAB option the O anchor bolts and template need to be ordered seperately 7581-01 PK. 9 DesignLights Consortium -Qualified and classified for DLC Standard. Refer to — desienliehts or° for details on exact qualified EON 303-BI-LEDB1 product as not all configurations are OLC classifed. Eaton 18001 East Colfax Avenue F,T•N TD501001EN • TD501001EN Aurora, CO80011 Speclfcationsand LDEVELOPMENT ENGINEERING dimensions I P: 303-393-1522 diions subject to Powering Business Worldwide March 14,2016 Powering Business Worldwide www.eaton.com/lighting change without notice. March 14,2016 �' Sippo 07/08/2020 C� U. SURVEYED: SCALE: I VERTICAL: NAVD 1988 DATE: DESIGNED: 1 11=20I HORIZONTAL: NAD 1983/1991 Onrtk CITY OF FAMILY —FIRST 4/24/2020 I � � COMMUNITY —CENTER FIELDBOOK:PAGE: DRAWN: Ali RENTON ONE INCH DATUM CIVIL CONSTRUCTION PERMIT DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SITE LIGHTING - SPECIFICATIONS E052 Q w NO. REVISION BY DATE AP P R APPROVED: E 0 V 2 40 °F 40 IL J Lt_