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HomeMy WebLinkAboutPP - 18800 ORILLIA RD - KING COUNTY TRANSFER STATION - PERMITS AND PLANS18800 ORILLIA RD ASSOCIATED PERMITS 17-F-044 02-F-131 03-F-097 02-F-098 r_ W. ,,, a■ ••pui a ice• i•sit•mffiwi� 1(2)500jY4WP , Protection & Communications, Inc. Since 1984 19630 40th Avenue West • Lynnwood, Washington 98036-6701 • (425) 774-9099 • FAX (425) 774-6317 pro-comm-online.com ELECTRICAL PERMIT COVER SHEET ELECTRICAL CONTRACTOR: DATE: 5/2/2002 PRO -COMM, INC. JOB NAME: KCSW Scale. 19630 40TH AVE. WEST #B LYNNWOOD, WA. 98036 CONTACT: Mark Shepherd (425) 774-9099 ST.LIC.#: PROTECI165L8 A.H.J.:Tukwilla PROJECT INFORMATION: INITIAL PERMIT NUMBER: PROPERTY OWNER: King County GENERAL CONTRACTOR: TENANT: King County Solid Waste Scalehouse COMPLEX NAME/LOT/PLAT: King County Solid Waste Scalehouse- Bow Lake BUILDING # / SUITE # / FLOOR #: JOB ADDRESS: 18800 Orilla Road South CITY, STATE, ZIP: Tukwila, WA 98188 LEGAL DESCRIPTION OF SITE: SEE PLANS PROPERTY TAX ID #: VALUE OF WORK: $4,500.00 SQUARE FOOTAGE TO BE WIRED: 400 DESCRIPTION OF WORK: ® INSTALL FIRE ALARM SYSTEM ❑ EXPAND EXISTING FIRE ALARM SYSTEM ® INSTALL MONITORING ❑ OTHER DESCRIPTION OF OCCUPANCY: 0 SINGLE FAMILY OR DUPLEX ❑ MULTI FAMILY ® COMMERCIAL ❑ OTHER WIRING METHOD: 0 LOW VOLTAGE OPEN CABLE 0 OTHER SPRINKLER SYSTEM: 0 YES ® NO NUMBER OF ZONES: 3 NUMBER OF HORN CIRCUITS: 1 NUMBER OF DEVICES: 9 NUMBER OF CONTROL UNITS: 1 A B SOS Protection & Communications, Inc. Since 1984 ' Avenue West e Lyrrwcuc-0/ashii :3HL;',3 -.t, 7C: 1 e ,4P5; 714 9C99 0 SAX ;4P 774-6347 • BATTERY CALCULATIONS FORM King County Solid JOB NAME: Vaste Scalehouse Current Drav Vorksheet Device Number of Devices Current per Device Standby Current Alarm Current D7212 Control Panel 1 Standby: 120mA Alarm: 400mA 120 400.000 Standby: 4.7mA Alarm: 29.7mA 0 Standby: 40.k Alarm: 40mA 0 0.000 Standby: la Alarm: mA 0 Standby: 50mA Alarm: 50mA 0 0.000 D1255 Command Center 1 Standby: 60mA Alarm: 120mA 60 120.000 0 Standby: 20mA Alarm: 140ek 0 0.000 0 Standby: 35mA Alarm: 65mA 0 0.000 Current Subtotals (in mA) 180 520.000 Smoke Detectors BRK-2400 Smoke detector 1 Standby: .120 .A Alarm: 70mA 0.12 70.000 Racal BeamMaster Beam Smoke Detector w/ remote station 0 Standby: 4.7mA Alarm: 29.7mA 0 0.000 Standby: la Alarm: mA 0 Current Subtotals (in mA) 0.12 70.000 Continued page 2 Pro - Comm, Inc. Confidential 5/2/2002 Page 1 C E Notification Devices 180.120 Current Used Total Current ratings coverted to amperes (X .001) Total (Amps) WH -125182 Horn/strobe 0.163 0. 000 8 Number of standby hours (24 and 60 for NFPA 72. Chapter 1, 1-5.2.5 WH -126601 Strobe only 0.115 0.000 Multiply Lines A and B AS-M10BPV424 Amseco bell 1 0.063 0.063 D Total alarm current from the current draw worksheet (Row E) MIZ-24-WM Mini horn/strobe 0.127 1.038 0.000 Alarm sounding period in hours (for example, 5 minutes - .084 hours.) 6I �,..",u,u„��,((„ �', 0.084 F Mini horn Federal Signal 460 024W ll'l 0.015 ,,, 0.087192 0.000 Add 1 i nes C and F . „ r ' .(„ '„ °° 1 WH - 114911 WS3T-24VFR 117 Candela Outdoor Strobe 0.115 0.000 amltiply ereihourseg by required)2 (Total 5.2920064"�)" A�t WH - 127473 RSS-2475W-FR 75 Candela Strobe 1 0.102 0.102 WH - 127474 RSS-24110W-FR 110 Candela Strobe 0.161 0.000 WH - 125023 MT -12/24-R Fire Horn 0.023 0.000 WH - 125355 MT-24-IS-VFR 75 Candela horn/strobe 0.223 0.000 WH - 125025 MT-24-WM-VFR 117 Candela horn/strobe 0.111 0.000 WH-RSS-24MCW-FR 75CD Strobe Only 1 0.128 0. 128 Wheelock NS-24MCW-FR 75CD Horn Strobe 1 0.155 0.105 Wheelock NS-24MCW-FR 110CD Horn Strobe 0.185 0 000 41 8,0IA0V, IINII' 11J�IIy'111 I d s , �fr'M1 011+1 1)01,4lllltlh, q�m8 _ i�1 Iyi� II ARI d? d�nr 1 111„)0IXI I u I il.i Current Subtotals (in mA) iiii*WitliliiillillOi 448 000 Total Current ratings of all devices in system (add A-D)(in mA) 180.120 1038 .000 Total Current ratings coverted to amperes (X .001) 0.180 1.038 Battery Calculations Pro - Comm, Inc. Confidential 5/2/2002 Page 2 Total Standby Current Total Alarm Current A Total supervisory current from the Current Draw Worksheet (Row E) 0.18012 8 Number of standby hours (24 and 60 for NFPA 72. Chapter 1, 1-5.2.5 24 a s: Multiply Lines A and B 4.32288 t�l".0+"iy D Total alarm current from the current draw worksheet (Row E) '. 1.038 E Alarm sounding period in hours (for example, 5 minutes - .084 hours.) 6I �,..",u,u„��,((„ �', 0.084 F Multiply lines D and E. ll'l ili lid ,,, 0.087192 G Add 1 i nes C and F . „ r ' .(„ '„ °° 1 1„l+"X 12Mu M amltiply ereihourseg by required)2 (Total 5.2920064"�)" A�t 1'' Pro - Comm, Inc. Confidential 5/2/2002 Page 2 (sa,c6c75 P -DS ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 14 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 14Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe No N/A N/A N/A 37 pf/ft. N/A N/A N/A .130 Inches by .25 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 30 Lbs. 43 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 16 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 16Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe No N/A N/A N/A 0 pf/ft. N/A N/A N/A .115 Inches by .2 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 19 Lbs. 29 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 18 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 18Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe Black with Yellow Stripe Blue with Yellow Stripe Green with Yellow Stripe Brown with Yellow Stripe No N/A N/A N/A N/A N/A N/A N/A .104 Inches by .2 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 12 Lbs. 22 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. T1Z SILENT KNIGIT 5495 Power Expander Calculations 5495(1) Circuit 1 Current Dray ..,> Standby :Alar€a'. 0::000 "'0 000 VireAWC #12 Solid Ohms Per:: Mtuai .:..<' 0.00% 5495(1) Circuit 2 0;000 ::::0.000 #12 Solid 000% 5495(1) Circuit 3 0.000; 0 000 #12 Solid 0.'00% 5495(1) Circuit 4 0000H 0.000 #12 Solid 5495(1) Aux Power Out 0020:: #14 Solid 250 166% 5455 Pe yer E and14 Currey :alis €Ir» AR-' 'iE3�5 gi ,0175 0:250 Q 4W25...t totai Cu € .1$1161ti .to atirtGt_i=a for 5495(2) Amps) Total Output Pt w er tarnl' Time to Mi utes 160::: 5 tns quit. , Wire resistance is taken from Chapter 9 Table 8 of the National Electric Code (NFPA70). Resistance shown is calculated at 75 degrees Centigrade (167 degrees Farenheit) 5495(2) Circuit 1 0:000 0.000 #12 Solid 24 00:. 000% 5495(2) Circuit 2 0.000 0000 #12 Solid lw"I:i:V.V 0:00%:: 5495(2) Circuit 3 #12 Solid 2400 .................. (WOW— 5495(2) 5495(2) Circuit 4 Q 000 ::0.000 #12 Solid 2. 000% 5495(2 Aux Power Out 5495 Power ExPender otai Sta fb .......................... fl MOM Stand y Tit a tl 0.(300 ,:OOOOai #14 Solid 0:00%0 Hours an dby A1 -F Required; -pt at:C=failed >Ati Mtuitii ii 0 80i 175.: 0 015 IPllt111111 0.000 fatal Aiat.Current t ftt lLflt wax o#a1 Output Pcwc n Wire resistance is taken from Chapter 9 Table 8 of the National Electric Code (NFPA70). Resistance shown is calculated at 75 degrees Centigrade (167 degrees Farenheit) titiS:\T RNIGHT Circuit Configuration Project Information Project Name: KCSW Bow Lake Facility Prepared By: Lyle Wells Project ID: 1 Date: 5/21/2003 Unused Unused Unused Unused Totals 0.000 0.000 Unused Unused Unused 0 Unused Mgr Totals 0.000 0:000 Unused .................. Unused Unused Unused Totals .0'©....... 0.000 Unused Unused Unused Unused • 0.0 Totals 0:000 0:000 2 Spectrex SharpEye Flame Detector Unused 0 000 Unused 0 000 ..000 Unused Totals 0.020 0.250 Unused Unused 0 Unused Unused E3> o. Totals 0.000 0.000 Unused Unused Unused Unused .............. 0 Totals 0„00:0 0:000 Unused Unused Unused 0.000 0 0i a00 Unused 000; 0 Totals 0.000 0:000 SYMBOL DESCRIPTION FACP 5495 *-EOLR EXISTING RADIONICS 7212 FIRE PANEL SILENT KNIGHT 5495 POWER SUPPLY END OF UNE RESISTOR EXISTING:SMOKE DE1 CTQR AT PANEL NEW FLAME DETECTORS v EXISTING ALARM PANEL LOCATED ON SECOND FLOOR EMPLOYEE BUILDING H d 1 (8. -"C" -;;P FIRE 1.Z . PLAN SCALE: 1"=20• sel 1" / ►T 1 v Project Address: 18800 Orilla Road South Tukwila, WA 98198 7 ,_„—, .—, ,—. _,—, , ,—, _ ,_,—, , , ,—, — — MINfIa --,— ,— Protection & Communications, Inc. p PROTECTION k CCGSIUIC NC S../G 19011 Project: BOW LACE TRANSFER STATION Scale: 1"= 20'-0” Date: 5/21/03 AC Ei TED Without Comments 0 AsNotedlnRed ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 2/03 By: A c7U ruKWILA FIRE DEPARTNii::t4I Please call: 575.4407 and give this job No.-/Of7 and exact address for shut. down or restoration approval„ NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm end Detection Systems. Failure of test will result in $40 Re- Anspection Fee and termination of the testing. lJ . et U k EXISTING ALARM PANEL LOCATED ON SECOND 0 FLOOR EMPLOYEE BUILDING 0 / / ELECTRICAL PLAN -�- SCALE: 1--20' 0 O NOTES: C> :MOUNT'NEW COMBINATION HORN/STROBE °DEVICES TO. EXISTING STRUCTURE: +20' YABOVEGRADE O2 EXISTING TIPPING FLOOR HID LIGHTING TO BE CONTROLLED BY NEW LV SWATCH AND TIMER LOCATED IN EMPLOYEE FACIUTY. TYPICAL OF 36 FIXTURES. O EXISTING HID TRAILER UGHTING. TO BE CONTROLLED BY NEW LV SWITCHING AND TIME CLOCK. O NEW TIMER. CONTP---<S AND LV SWITCHES LOCATED IN EMPLOYEE FACILITY. OPROVIDE MECHANICALLY HELD. 1 -POLE 30A CONTACTORS AND TWO 2 -POLE CONTACTOR, 240V RATED. ASCO /917. PROVIDE ACCESSORY 47E FOR ROADWAY UGHTING CIRCUITS. PROVIDE ALL CONTACTORS MTH 24V COIL MOUNT IN ENCLOSURE. INSTALL ENCLOSURE ABOVE DROP CEILING IN ACCESSIBLE LOCATION. REFER TO DETAIL 1. p PROVIDE TIMER SWITCH, TOHti MODEL DZS400A. MOUNT ABOVE :'ROP CEILING IN ACCESSIBLE LOCATION. :tEFER TO DETAIL 1. 0 NOT USED. 0 PROVIDE LOW VOLTAGE MOMENTARY CONTACTS SNATCHING FOR ROADWAY UGHTING. NORTH AND SOUTH TIPPING FLOOR. ANO TRAILER UGHTS. REFER TO SHEET E4 FOR PLAN VIEW, REDUCED SIZE DRAWING FOR SIGNATURES AND SEALS. REFER TO ORIGINAL FULL-SIZE CONTRACT DOCUMENTS DATED MAY 10 2002 TIPPING FLOOR LOW VOLTAGE SWITCHES ROADWAY TRIER N/ CONTACTOR ENCLOSURE TIMER SNATCH TORK MODEL OZS400A PANEL SCHEDULE NAME: PANEL A TACE: 208Y/ 12ov 3 pn. 4 wire LOCATION: OFFICE ROOM/ 0 0 0 200A BUS 200A 3P MAN LUGS ONLY 10 KAK: TYPE DESCRIPTION LOAD KVA TRIP • RATING 0 TRIP RATING LOAD • KVA TYPE DESCRIPTION LTS ROADWAY UGHTING 1.0 20/ 2 1 - - 2 30/ 2 1.8 LTS N HID LIGHTING 1.0 2 3 - - 4 2 1.8 LTS TRAILER LOAD UGHTS 1.0 20/ 2 5 - - 6 30/ 2 1.8 LTS N MIDDLE HIO LIGHTING 1.0 2 7 - - 8 2 1.8 EOUIP N HEAT TAPE REC 1.0 20/ 1 9 - - 10 30/ 2 1.6 LTS N MIDDLE HID LIGHTING 20/ 1 11 - - 12 2 1.6 SPARE SPARE - 20/ 1 13 - - 14 30/ 2 1.6 LTS S MID HI . - • • .:ITING EOUIP GEN BATT CHARGER 1.0 20/ 1 15 - - 16 2 1.6 EOUIP BATTERY HEATER 0.4 20/ 1 17 - - 18 30/ 2 1.6 LTS S MID HID LIGHTING REC GEN REC AND LTS 0.4 20/ 1 1 19 - - 20 2 1.6 EOUIP GEN CONTROLS 1.0 20/ 1 1 21 - - 22 30/ 2 1.8 LTS 5 HID LIGHTING SPARE 1.0 20/ 1 1 23 - - 24 2 1.8 SPARE 0.5 20/ 1 1 25 - - 26 20/ 2 1.0 LTS NIGHT/FLOOD LIGHTS EOUIP GEN BLOCK HEATER 1.0 20/ 2 2 27 - - 28 2 1.0 1.0 2 29 - - 30 20/ 1 1.2 EOUIP S HEAT TAPE SEPTIC TANK PUMP 0.8 20/ 2 2 31 - - 32 20/ 3 1.0 EQUIP STORM SEWER PUMP EQUIP ---- 0.8 2 33 - - 34 3 1.0 DETECTOR • 0.8 20/ 1 1 35 - - 36 3 1.0 EOUP GAS 20/ 1 1 37 - - 38 20/ 3 1.0 EQUIP STORM SEWER PI HP SPARE TELEPHONE 0.5 20/ 1 1 39 - - 40 3 1.0 EOUIP TAPE 1.0 20/ 1 1 41 - - 42 3 1.0 EOUIP LOAD 5 HEAT CONN. NEC CALCULATED NEC CALC. CONN. NEC NEC LOAD NEC TYPE (KVA) FACTOR LOAD (KVA) NOTES: PHASE (KVA) FACTOR (KVA) AMPS LTS REC 1.3.3 1s1. 0.4 125% 1005 505 16.6 1st. 0.4 0.0 PANEL SCHEDULE CREATED FROM RECORD DWGS AND SITE OBSERVATION. CONTRACTOR TO VERIFY EXACT PANEL CONFIGURATION. A 8: C: 6.9 9.5 9.4 1145 1145 1145 7.8 10.7 10.7 65 89 89 REC 0.0 1005 0.0 NEC TOTAL: 25.8 29.3 81 HVAC 0.0 100% 0.0 • CIRCUIT BREAKER CODE KIT S. LTS EOUIP 0.0 0.0 10.6 1005 1005 0.0 10.6 G - GFCI H - HID RATED 5 - SHUNT TRIP 0 - SWRCHING DUTY MISC 0.0 1005 0.0 FED FROM: T DOWNSTREAM LOAD INFORMATION TOTAL 24.3 1145 27.6 FEEDER LENGTH: REV: FEED THRU LUGS FEEDER: DATE: DOUBLE LUGS DATE REVISION BY DEF ie809$ c3c.ru�'A- s 1I'tV' ftlE EIX G Architecture Engineers Landscape Architecture APPROVED DATE DATE RECOMMENDED DESIGNED DRAWN PROJECT NO. SURVEY N0. OKING COUNTY DEPARTMENT OF NATURAL RESOURCES SOLID WASTE DIVISION BOW LAKE TRANSFER STATION SAFETY IMPROVEMENTS ELECTRICAL ELECTRICAL SITE MASTER PLAN SCALE: AS NOTED SHT. E4 OF 30 VICINITY MAP JOB NOTES: THIS JOB INVOLVES INSTALLING A NEW FIRE ALARM SYSTEM IN A NEW EMPLOYEE FACILITY TO BE USED AT THE DUMP FOR KING COUNTY SOLID WASTE ON ORILLA ROAD. PLEASE REFER TO THE RISER DIAGRAM FOR QUANTITIES OF DEVICES. THE FIRE PANEL IS TO BE LOCATED IN THE MAIN SECTION OF THE WORK AREA IN THE SHACK. PLEASE NOTE THAT RADIONICS PANEL TO BE SUPPLIED BY KING COUNTY. ALSO NOTE THAT THERE IS 8 EXISTING FLAME DETECTORS CURRENTLY OUT IN THE DUMPING AREA UNDER THE COVERED UNLOADING AREA THAT WILL NOT BE MOVED/ALTERED. INSTALLATION: - 100CD CEILING MOUNT HORN STROBES TO BE INSTALLED ON THE CEILING. -75CD STROBE ONLY & 110CD HORN STROBES WILL BE INSTALLED 80" FROM THE BOTTOM OF THE BOX TO THE FLOOR. -PULL STATIONS WILL BE INSTALLED 48" FROM TOP OF THE BOX TO THE FLOOR. - 135 TEMP. FIXED & RATE -OF -RISE HEATS TO BE INSTALLED ON THE CEILING. - SMOKE DETECTORS TO BE INSTALLED ON THE CEILING -OUTSIDE HORN STROBES WILL BE INSTALLED ON FRONT OF SHACK IN CLEAR VIEW. FIRE. ALARM MONITORING AVAILA5LE 5Y: FRO -COMM (425) 774-5055 1-800-774-5099 • USX FIAM rc1ECtaas 10 80041 wiliE 0 • SYMBOL DESCRIPTION FACP I AL400 I Y-EOLR DEW -fL=iF RADIONICS 7212 FIRE PANEL (5'41,-7i { ivfa� ALTRONIX POWER SUPPLY REMOTE ANNUNCIATOR END OF LINE RESISTOR SMOKE DETECTOR 135 FIXED TEMP. HEAT DETECTOR 135 RATE -OF -RISE TEMP. HEAT DETECTOR 110CD HORN STROBE 75CD HORN STROBE 100CD CEILING MOUNT HORN STROBE PULL STATION 75CD STROBE ONLY EXISTING "PYPOTECTCR" FLAME DETECTORS EOLR C1 r X8 EXISTING FLAME DETECTORS TO REMAIN IN PLACE OUT UNDER COW.RED DUMPING AREA. DN WALKWAY TOIL SHOVER R • EOLR WORK/LUNCH ROOM H EOLR LOCKER ROOM DN SCACEHOUSEEMPLOYEE FACILITY FLOOR PLAN SOLE 1/4'.1,4' Lila5ifiz i`i iT ;iFOL. F.Di!E41+ELt BY. , r� ..,-r ECIPAL i t;I ChifiFICAL 1 ,;ie:+ for ,c,;sill;mance Wit,`1 design concepts and corn ;;li ance with Contract Documents does not require ENGINEER to review features solely related to con- struction or all dimensions, quantities and other data, CONTRACTOR should not rely on .ENGENEER's approval as a verification or check of all such items in the submittal or of satisfactory and safe instaiiatinn and const ict.ien CONTRACTOR should verify all fabrication and installation requirements noantities and dimensions. BUILDING CROSS SECTION SUMS 0E1E0100 CN RJUHG OWN PRO—COMM PROJ. SCALEHOUSE SCALE: a 5 0 L.1 0 N r f Protection & C c.� 2 w ›— ›— L._1 — ALL 110010 HS. 750 1/5 00' FROM THE FLOOR PULS 40' FROM TXE FLOOR REFERENCE RELEASE DATE: 5/30/02 SHEET NUMB OF 1 icoN5q5 ori �� Protection & Communications, Inc. Since 1984 9630 40th Avenue West • Lynnwood. Washington 98036-6/01 • (425] 1/4-9099 • FAX :4Pti: / /4 t;:v' / pro••comm•-online corn ELECTRICAL PERMIT COVER SHEET ELECTRICAL CONTRACTOR: PRO -COMM, INC. 19630 40TH AVE. WEST #B LYNNWOOD, WA. 98036 (425) 774.9099 ST.LIC.#: PROTECI165L8 PROJECT INFORMATION: DATE: 6/6/2002 JOB NAME: KCSW Emply.Fac. CONTACT: Mitch Andrew A.H.J.:Tukwilla INITIAL PERMIT NUMBER: PROPERTY OWNER: King County GENERAL CONTRACTOR: TENANT: King County Solid Waste Employee Facility- Bow Lake COMPLEX NAME/LOT/PLAT: KCSW Employee Facility- Bow Lake BUILDING # / SUITE # / FLOOR #: JOB ADDRESS: 18700 Orilla Road South CITY, STATE, ZIP: Tukwila, WA 98188 LEGAL DESCRIPTION OF SITE: SEE PLANS PROPERTY TAX ID #: VALUE OF WORK: $6,900.00 SQUARE FOOTAGE TO BE WIRED: 400 DESCRIPTION OF WORK: ® INSTALL FIRE ALARM SYSTEM ❑ EXPAND EXISTING FIRE ALARM SYSTEM INSTALL MONITORING ❑ OTHER DESCRIPTION OF OCCUPANCY: ❑ SINGLE FAMILY OR DUPLEX ❑ MULTI FAMILY ® COMMERCIAL ❑ OTHER WIRING METHOD: ® LOW VOLTAGE OPEN CABLE ❑ OTHER SPRINKLER SYSTEM: ❑ YES ® NO NUMBER OF ZONES: 3 NUMBER OF HORN CIRCUITS: 1 NUMBER OF DEVICES: 13 NUMBER OF CONTROL UNITS: 1 A B IS��� QRS Protection S Communications, Inc. Since 1984 19630 40th Avenue West • Lynnwood, Washington 98036-6701 • (425) 774-9099 • FAX (425) / /4 631/ pro-comm-online.com BATTERY CALCULATIONS FORM JOB NAME: Current Drav Vorksheet King County Solid Vaste Employee Facility Device Number of Devices Current per Device Standby Current Alarm Current D7212 Control Panel 1 Standby: 120mA Alarm: 400mA 120 400.000 Standby: 10mA Alarm: 125mA 0 Standby: 40mA Alarm: 40mA 0 0.000 Standby: mA Alarm: mA 0 Standby: 50mA Alarm: 50mA 0 0.000 D1255 Command Center 1 Standby: 60mA Alarm: 120mA 60 120.000 0 Standby: 201A Alarm: 140mA 0 0.000 0 Standby: 35mA Alarm: 65mA 0 0.000 Current Subtotals (in mA) 180 520.000 Smoke Detectors BRK-2400 Smoke detector 2 Standby: .120mA Alarm: 70mA 0.24 140.000 Pyrotector Ultraviolet Flame Detector 8 Standby: 10mA Alarm: 125mA 37.6 237.600 Standby: mA Alarm: mA 0 Current Subtotals (in mA) 37.84 377.600 Continued page 2 Pro - Comm, Inc. Confidential 6/6/2002 Page 1 C E Notification Devices Total Standby Current Current Used A Total (Amps) WH -125182 Hom/strobe 0.163 0 0.000 Number of standby hours (24 and 60 for NFPA 72, Chapter 1, 1-5.2.5 24 • WH -126601 Strobe only Multiply Lines A and B 0.115 0.000 D Total alarm current from the current draw worksheet (Row E) �', AS-M108PV424 Amseco bell 0.063 Alarm sounding period in hours (for example, 5 minutes = .084 hours.) 0.000 0.084 F Multiply lines D and E. MIZ-24-WM Mini horn/strobe 0.127 0.000 Add lines C and F. 5.3035584 .,_.xx'r' Mini horn Federal Signal 460 024W g by 1.2anpereihourserequired) (Total Multiply 0.015 K,r 0.000 WH -114911 WS3T-24VFR 117 Candela Outdoor Strobe 0.115 0.000 WH -127473 RSS-2475W-FR 75 Candela Strobe 0.102 0.000 WH -127474 RSS-24110W-FR 110 Candela Strobe 0.161 0.000 WH -125023 MT -12/24-R Fire Horn 0.023 0.000 WH -125355 MT-24-IS-VFR 75 Candela horn/strobe 0.223 0.000 WH - 125025 MT-24-WM-VFR 117 Candela horn/strobe 0.111 0.000 WH-RSS-24MCW-FR 75CD Strobe Only 0.128 0.000 Wheelock NS-24MCW-FR 75CD Horn Strobe 0.155 0.000 Wheelock NS-24MCW-FR 110CD Horn Strobe 0.185 0.000 Current Subtotals (in mA) 0.000 Total Current ratings of all devices in system (add A-D)(in mA) 217.840 897.600 Total Current ratings coverted to amperes (X .001) 0.218 0.898 Battery Calculations Pro - Comm, Inc. Confidential 6/6/2002 Page 2 Total Standby Current Total Alarm Current A Total supervisory current from the Current Draw Tlorksheet (Row E) 0.21784 ip,,1,1);,^"Ii' 0 B Number of standby hours (24 and 60 for NFPA 72, Chapter 1, 1-5.2.5 24 • C Multiply Lines A and B 5.22816, D Total alarm current from the current draw worksheet (Row E) �', 0.8976 E Alarm sounding period in hours (for example, 5 minutes = .084 hours.) s "!' '.f'' 0.084 F Multiply lines D and E. 0.0753984 G Add lines C and F. 5.3035584 .,_.xx'r' R g by 1.2anpereihourserequired) (Total Multiply 6.36427008 K,r (, r Pro - Comm, Inc. Confidential 6/6/2002 Page 2 SSS �S� �, BATTERY CALCULATION WORK SHEET Altronix AL400UL-ADA Power Supply Stand-by(MA) Alarm(MA) Power Supply Stand-by & Alarm Currents are the same values 0 0 S Outputs Alarm currents, MA # of devices 1 199 X 5 995 2 0 X 0 0 3 0 X 0 0 4 0 X 0 0 Aux output Maximum output is 50mA in stand-by & alarm 0 0 Total Stand-by & Alarm currents,MA 85 1255 Sty u; ,apas Calculated battery capacity to accommodate for standby current Stand-by current 85 Stand-by hours 24 3 Step'5'' Calculated battery capacity to accommodate for alarm current Alarm current 1255 Alarm time(Min 5 2 Total calculated battery capacity 6 :Step Total required battery capacity Total step 6 6 X 1.1 safety factor (10%) 7 Total amp hour rating need 7 NOTE: Always choose a battery that is equal or greater than the size calculated 4,44 410 500 O Cl wU ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 14 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 14Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe No N/A N/A N/A 37 pf/ft. N/A N/A N/A .130 Inches by .25 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 30 Lbs. 43 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 16 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 16Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe No N/A N/A N/A 0 pf/ft. N/A N/A N/A .115 Inches by .2 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 19 Lbs. 29 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. ISOTEC WIRE SPECIFICATION SHEET PREPARED FOR PRO -COMM, INC. We are pleased to submit our specifications as follows: Description: 18 Gauge parallel 2 conductor solid BC .032" semi rigid Polyvinylchloride insulation with co -extruded stripe (UL) FPL Firepower limited fire alarm cable FPLR National Electric Code Article: 760 Specifications: No. of Conductors: Gauge and Strand: Primary Insulation Type: Insulation Thickness: Color Code: Shield: Tape: Drain Wire: Braid: Capacitance: Jacket Thickness: Jacket Color: Jacket Material: Nominal O.D.: Voltage Rating: Temperature Rating: UL Type or Style: Packaging: Copper Weight: Shipping Weight: Print Legend: Two 18Ga Solid BC Polyvinylchloride .032 inches Red with Yellow Stripe White with Yellow Stripe Black with Yellow Stripe Blue with Yellow Stripe Green with Yellow Stripe Brown with Yellow Stripe No N/A N/A N/A N/A N/A N/A N/A .104 Inches by .2 Inches 300 60 Degrees C FPLR 1,000 Feet per Box 12 Lbs. 22 Lbs. per Box Standard per UL Note: Cable has ascending and descending sequential footage markers. Al Metzler r.q--FOLELi woo orWi" Rd. S. From: Lyle Wells <Iylew@pro-comm-online.com> Sent: Thursday, March 16, 2017 10:55 AM To: Al Metzler Cc: * Mark Shepherd; tony.lawrence@kingcounty.gov Subject: KCSW- Bow Lake Pit- Fire Alarm TI Importance: High Al - As we discussed this morning, here is an email detailing what we have been asked to do at the above site as far as fire alarm work is concerned: • Within the existing HPV Room, Control Boxes #06 & #07 are to get a Silent Knight ARM module each to shut the units down. There will be no line -volt switching as they are providing us a set of dry contacts on each control box. The reason they are wanting to shut these control boxes down is via request from the KCSW insurance company (FM Mutual). The units are not air handlers, they are motors that control the trash compactors. They want these compactors to shut down on water -flow only, not on general alarm. Al, please let me know what you would like to see as far as submittals go from us, thanks! Sincerely, Lyle Wells Pro -Comm E: Iylew@pro-comm-online.com 0: 425.774.9099, Ex. 115 C: 360.593.5544 •701<',,,711.A i" .E DT'AR i ME T G6.57ri-d.41O7 end ,fir¢ ilii;; Fir Permit No. F-c�`�LI t:nd:-r- d..:Es for shut- : -own or ; :s.fe. ton approval. x275.6 4 N 162,03 3.60 I,645,06!5" E L 276.9 N 162,000 N 162,000 x 278.5 243.37 x2'2_S N 161,750 ;249.32 N 161,750 245.6 x 60 LF N 35 x 139.3 :255.02 x 240.1 N 16;,500 N 1 61, 500 c245.5 x 32.9 12683 N 161.250 co //) x 34.5 FLxMa gu- ,\r , -FL): 13,c scc es '1,61,000 ScLE _ 5 N E Ext5T-110 Cr - r MMr) SEcilo BCDE ST" Aius Curren- tro rs 1 An RA -u re fro p SQ -e, KING COUNTY DEPARTMENT OF PUBLIC WORKS PAUL TANAKA, DIRECTOR SOLID WASTE DIVISION F4-rog 45— r0-% DlQ 1r 4glie4 frbrn A' TO 8 ^c_ Dt Q o n FRRCT Q nc C c n e 'ec� BOW LAKE TRANSI-ER STATION. W A l ER M A LN REPLACEMENT DA IE REVISION BY --rj%$ ? Add As 4! p r tzLv as . F.c�e-- t , i i� ; j).,\ t e \ . - p; str: is ra 2_5'Q .., LT IZ- Y c -D 11/;. d ='i; _.e- L ct ; &-r. F 1 �tfi>1 adios-`- \-1•t-.1-',oc RECOti E -D D DESIGN -ED V- 0- O- PROJECT NO_ ob31 4-- , DA f 0- 0K.r_g.�.kee- I.- DA1E_at_ DR WN N/• - © - SURVEY NO. Swt f' SHEET Or 3 12 --INCH Di X r8-IWO D4 REI FiG WAL•A WATUZ D*1.111CI.. t fiNir$Witatti EXISTING 6-INCF1., WATER LINE~ CELL TOWER 'ACCESS RCAD iY PLAN. SITE WArr SYSTEM SCALE: 1 .40' Is i'(41 rte S C$G CX FOR kit§ EXXSPMEME.9yE LCA,'. 3, .SEE MECHAX1C,ALSEES 0W TS GOR Bli :.U-0 C S J LE ENTRY LOCATIONS. Ul CO LU:3 SITE PDX* K;y ASO TH SCALE Mai cOkf ECT1ON WATER 6YiNCri Di �rePA1 FrEE RECICUI1C An;A BUILDING EEC. RE Y ` IND AREA FIRE DsEPARriaENT. PC AND PA+ ASS€ OLtES roR 'DOWER/TSO E ..RP AND FUThRE MNNTENANCf.. BLDG PAD 6 -INCH 01 "Py, TIJRE': FAC1LITT C01;9aF4TIO1 PROCESSII .F. ittU tRANSER:TRAILEF • YARD TRANSFER; S0 BUILDING E. sir.. a-INCks Cala Alt FUTURE BUILDING: FUELING Ft p iur e-LtiCB DIi 6 'INCH 01 BrTE tVAT SY5TEA1 e King County Department of Natural MOM e -INN Dt -R:W:Beck, no. 1001 Fourth:Avenue, .Suite 2500 rr..i rue 004re. arena csoNroAcr .KEYED NOTES . )7i1A. r ? +AB Bi tF.1"GUILD sk-POTRB . WATEER'SYSTEM. 0 0 Without Comments As Noted to Red Per The Attached Latter ans have been reviewed by The Tukwila Fire Bureau for conformance with current city 'stain arts. Acceptance is subject to errors and omissions which do not authorize violations of adopted a aaroz and ordinances. The responsibility for the adequacy of design rests totally with the cie5i5r*r. Additions, deletions or revisions So these drawirig4 atter this date will void thieacceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field teat and inspection b� The Tukwila Firs Prevention Bureau. Date: LAKE RECYCUNC mo TRANSFER STATION SITE FACILITIES CONTRACT PlIOJEcT 1 Cii.g•:20i:* 0 B 4 Y A 8 1 8 N King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT • Bainbridge Island Irkland ,Elliott _Bay_. SEATTLE_ .Mercean -Fl r Redmond Bellevue Lake Sammamish Issaquah CEDAR HILLS REGIONAL LANDFILL Renton DISPOSAL LOCATION Fox Island TACOMA Black Diamonndd, Enumclaw LOCATION MAP f4` EXISTING BOW LAKE TRANSFER/ RECYCUNG STATION VICINITY MAP KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE RON SIMS COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER DOW CONSTANTINE LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN 4 DESIGNED DRAWN VERIFY SCALE BAR I5 ONE INCH ON ANSI 'D" DRAWING 0 �1' A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division lit ECK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT COVER SHEET, VICINITY, AND LOCATION MAPS PROJECT NUMBER: 11-00839-20001 SHIT OF: 1 105 G1 1 CITY OF TUKWILA FIRE MARSHAL PERMIT E. 1 2 GENERAL 10 - 20 SERIES - GENERAL G11 G12 G13 G14 G15 G16 G17 G18 G19 G20 G21 G22 G23 G24 G25 - COVER SHEET, VICINITY, AND LOCATION MAPS - DRAWING INDEX - LEGEND - ABBREVIATIONS - GENERAL NOTES AND PROJECT AREA BOUNDARY - EXISTING CONDITIONS AND SURVEY CONTROL - GENERAL ARRANGEMENT SITE PLAN - SITE ENTRANCE RECONFIGURATION TRAFFIC MANAGEMENT PLAN - SITE TEMPORARY TRAFFIC MANAGEMENT PLANS - SITE TRAFFIC MANAGEMENT PLAN - 511E TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLAN - SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLAN - CHRL HAUL AND DISPOSAL ROUTES - SITE DEMOLITION PLAN - SITE DEMOLITION PLAN CIVIL 10 SERIES - TEMPORARY EROSION AND SEDIMENT CONTROL C11 - TEMPORARY EROSION AND C12 - TEMPORARY EROSION AND C13 - TEMPORARY EROSION AND C14 - TEMPORARY EROSION AND C15 - TEMPORARY EROSION AND C16 - TEMPORARY EROSION AND C17 - TEMPORARY EROSION AND C18 - TEMPORARY EROSION AND 20 SERIES - GRADING SEDIMENT CONTROL GENERAL NOTES SEDIMENT CONTROL GENERAL NOTES SEDIMENT CONTROL PLAN INITIAL SEDIMENT CONTROL PLAN INITIAL SEDIMENT CONTROL PLAN FINAL SEDIMENT CONTROL PLAN FINAL SEDIMENT CONTROL DETAILS SEDIMENT CONTROL DETAILS C21 - OVERALL SITE GRADING PLAN C22 - SITE GRADING PLAN C23 - SITE GRADING PLAN C24 - SITE GRADING PLAN C25 - SITE GRADING PLAN C26 - SITE GRADING PLAN C27 - SITE GRADING SECTIONS C28 - SITE GRADING SECTIONS C29 - GRADING POINT CONTROL SCHEDULE 40 SERIES - PAVING C40 - OVERALL SITE PAVING PLAN C41 - ROAD A PAVING PLAN AND PROFILE C42 - ROAD A PAVING PLAN AND PROFILE C43 - ROAD A PAVING PLAN AND PROFILE C44 - ROAD B PAVING PLAN AND PROFILE C45 - ROAD B PAVING PLAN AND PROFILE C46 - ROAD C PAVING PLAN AND PROFILE C47 - TYPICAL ROAD SECTIONS, DETAILS AND C48 - STRIPING PLAN AND DETAILS C49 - ROAD GEOMETRY TABLE COORDINATE GEOMETRY 50 - 60 SERIES - UTILITIES (WATER AND WASTEWATER) C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 - SITE UTILITY SYSTEMS KEY PLAN - SITE WATER SYSTEM PLAN AND PROFILE - SITE WATER SYSTEM PIAN AND PROFILE - SITE WATER SYSTEM PLAN AND PROFILE - SITE WATER SYSTEM PLAN AND PROFILE - SITE WATER SYSTEM PLAN AND PROFILE - SITE WATER SYSTEM PLAN AND PROFILE - SITE WATER SYSTEM NOTES - SITE WATER SYSTEM DETAILS - SITE WATER SYSTEM SCHEDULES - SITE WASTEWATER SYSTEM PLAN AND PROFILE - SITE WASTEWATER SYSTEM NOTES AND DETAILS 70 - 80 SERIES - UTILITIES (SURFACE WATER) C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 - SURFACE WATER MANAGEMENT PLAN AND PROFILE - SURFACE WATER MANAGEMENT PLAN AND PROFILE - SURFACE WATER MANAGEMENT PLAN AND PROFILE - SURFACE WATER MANAGEMENT PLAN AND PROFILE - SURFACE WATER MANAGEMENT PLAN AND PROFILE - SURFACE WATER MANAGEMENT EAST SLOPE PLAN - SURFACE WATER MANAGEMENT EAST SLOPE PROFILE - SURFACE WATER MANAGEMENT EAST SLOPE DETAILS - SURFACE WATER DETENTION VAULT DETAILS - SURFACE WATER DETENTION VAULT DETAILS - SURFACE WATER QUALITY TREATMENT VAULT DETAILS - SURFACE WATER MANAGEMENT DETAILS - SURFACE WATER MANAGEMENT NOTES 90 SERIES - SITE IMPROVEMENTS C91 - SITE FENCING PLAN C92 - FENCING AND GATE DETAILS C93 - SIGNAGE PLAN (NOT INCLUDED THIS SUBMITTAL) C94 - SIGNAGE DETAILS (NOT INCLUDED THIS SUBMITTAL) STRUCTURAL 10 SERIES - GENERAL S11 - STRUCTURAL NOTES AND WALL LOAD DIAGRAMS 400 SERIES - SITE RETAINING WALLS S401 - RETAINING WALL A PLAN AND ELEVATION S402 - RETAINING WALL A PLAN AND ELEVATION S403 - RETAINING WALL A PLAN AND ELEVATION S404 - RETAINING WALL A PLAN AND ELEVATION S405 - RETAINING WALL A PLAN AND ELEVATION S406 - RETAINING WALLS A AND D SECTIONS AND DETAILS S407 - RETAINING WALL B PLAN, ELEVATION AND DETAILS S408 - RETAINING WALL B PLAN, ELEVATION AND DETAILS S409 - RETAINING WALL C PLAN AND ELEVATION S410 - RETAINING WALL C PLAN AND ELEVATION S411 - RETAINING WALL C PLAN AND ELEVATION S412 - RETAINING WALL C PLAN AND ELEVATION S413 - RETAINING WALL C SECTIONS AND DETAILS S414 - RETAINING WALL C SECTIONS AND DETAILS S415 - RETAINING WALL D PLAN, ELEVATION AND SECTIONS S416 - RETAINING WALL E PLAN AND ELEVATION S417 - RETAINING WALL E PLAN AND ELEVATION S418 - RETAINING WALL E PLAN AND ELEVATION S419 - RETAINING WALL E SECTIONS AND DETAILS (NOT INCLUDED THIS LANDSCAPE 10 SERIES - SITE LANDSCAPING L11 - LANDSCAPE PLAN L12 - LANDSCAPE PLAN L13 - LANDSCAPE SCHEDULE AND DETAILS 20 SERIES - LANDSCAPE Mff1GATION PLANS L21 - WETLAND AND BUFFER MITIGATION PLAN L22 - WETLAND AND BUFFER MITIGATION PLAN L23 - TREE REPLACEMENT PLAN L24 - TREE REPLACEMENT PLAN L25 - TREE REPLACEMENT PLAN L26 - TREE REPLACEMENT PLAN 127 - TREE REPLACEMENT DETAILS SUBMITTAL) ELECTRICAL 10 SERIES - GENERAL El 1 - ELECTRICAL SYMBOLS, ABBREVIATIONS, DRAWING INDEX AND DETAILS E12 - ELECTRICAL SITE PLAN - POWER AND SIGNAL E13 - ELECTRICAL DETAILS E14 - ELECTRICAL DETAILS E15 - ENLARGED EXISTING UTILITIES LOCATION DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 1- A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ��rllEcn R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT DRAWING INDEX PROJECT NUMBER: 11-00839-20001 SHT. OF: 2 105 G12 0 g A cal 0 0 0 0 c-) i e . 0 E X 0 0 8 0 i_ 0 0 0 0 n W 0 J m sz E • co 0 OE n N 0 0 0 m SYMBOLS .0 0 2.5% .-D SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT/FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT (WITH BOLLARDS) EXISTING WATER METER EXISTING WATER VAULT WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT UGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP LINETYPES 11111110.1 MOIM —x—X—x—x— w —E—EE E— PW—PW—PW—PW- -ss—ss ss—ss— —SD SD—SD SD- - TSD —TSD TSD >Co<—>CO< !Co<- -,CO —,co —> C --> C —+ T —> T ---ICO —> —� C > —> T > �25D�MINOR 248 — MAJOR 0 0 0 0 MATCH LINE PROPERTY LINE CONSTRUCTION UNITS WETLAND BOUNDARY CENTER LINE GRADING LIMITS FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE TEMPORARY STORM DRAIN DITCH/SWALE/STREAM CENTERLINE CONTRACTOR TRAFFIC, TWO—WAY CONTRACTOR TRAFFIC, ONE—WAY COMMERCIAL TRAFFIC, ONE—WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE—WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE TEMPORARY CONSTRUCTION FENCE EXCAVATION NEAT LINE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) THESE UNETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS 1/ Mrwinto 7 0C, pvv.0 00000 0E >c,o\Ono-tP WPM�� -fie olir DEMOUTION/REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) STRUCTURAL FILL (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) ATB (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division R'I ECK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT LEGEND PROJECT NUMBER: 11-00839-20001 SHT. OF: 3 105 G1 3 CITY OF TUKWILA FIRE MARSHAL PERMIT ABBREVIATIONS ABS ABV AB AC ADA ADJ ALUM APPROX APP'D APR ARCH ASSY ASTM ATB AVE BFP BLDG BLRTS BMP BO BOT BVC C CA CB CC CCP CDL CESCP CESF CF CFM CFS CHK'D CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONN CONF CONT CONST CPEP COR CPJ CSBC CSTC CSW CTJ CTR CTRSK CY D DBH DBL DDCBPA DET DI DIM DIA OR DAM DO DS DT DWG, DWGS DWLS E EA ECC ED EF EL, ELEV ELEC ENTR EOP EQ SP EQUIP ESC ETC EVC EW EX, EXIST ACRYLONITRILE BUTADIENE STYRENE ABOVE ANCHOR BOLT(S) ASPHALT CONCRETE, ACRE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ALUMINUM APPROXIMATE APPROVED APRIL ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AVENUE BACKFLOW PREVENTER BUILDING BOW LAKE RECYCLING AND TRANSFER STATION BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM BEGIN VERTICAL CURVE CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONSTRUCTION DEMOLMON LANDFILL CONTRACTOR EROSION AND SEDIMENT CONTROL PLAN CHTTOSAN-ENHANCED SAND FILTRATION CUBIC FEET, CUBIC FOOT CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHECKED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONNECT CONFERENCE CONTINUOUS CONSTRUCTION CORRUGATED POLYETHYLENE PIPE CORNER COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CONTROL JOINT CENTER COUNTERSINK CUBIC YARD DRAIN DIAMETER AT BREAST HEIGHT DOUBLE DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DUCTILE IRON DIMENSION DIAMETER DOWN DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING, DRAWINGS DOWELS EAST EACH ECCENTRIC EQUIPMENT DRAIN EACH FACE ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA END VERTICAL CURVE EACH WAY EXISTING EXP EXT F FCA FDN FF FFE FH FHA FG FIN FIN GRD FL FLG FLT FM FP FRP FS FT FTG FW G GA GALV GE GEN GL GND GV HB HC HDPE HI HM HMA HK HORIZ HPDE HPU HW HWD HWT HWY HYD -5 D E N NC NFO NT NV W WWTF JT KCSWD LA LAT LB LF LG LL LLH LLV LT MAN MATL MAX MB MDO MECH MFR MGMT MH MI MIN MISC MJ MON MSL MTD MIL MUTCD N NAT EXPANSION EXTERIOR FOOTING FLANGED COUPUNG ADAPTER FOUNDATION FINISHED FLOOR FINISHED FLOOR ELEVATION FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED GRADE FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FILTER FORCE MAIN FIREPROOF FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALVANIZED GRATE ELEVATION GENERAL GLASS, GLAZING GROUND GATE VALVE HOSE BIBB HOLLOW CORE HIGH DENSITY POLYETHYLENE HIGH HOLLOW METAL HOT MIX ASPHALT PAVEMENT HOOK HORIZONTAL HIGH DENSITY POLYETHYLENE RESINS HYDRAUUC POWER UNIT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT NTERSTATE 5 NSIDE DIAMETER, INSIDE DIMENSION NVERT ELEVATION NCHES NCLUDING NFORMATION NTERIOR NVERT RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY JOINT KING COUNTY SOLID WASTE DIVISION LEACHATE, LENGTH, ANGLE LEASE AREA LATERAL POUND LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LEFT, LIGHT MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT MEDIUM DENSITY OVERLAY MECHANICAL MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MEAN SEA LEVEL MOUNTED METAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES NORTH NATURAL NGPA NIC NO NOM NPDES NPW NS NTS NTU OC OD OH OL OPNG OPP OPS OSA OS&Y OWS PAM PB PC PDC PE PERF PI PN PJ PKWY PL P -LAM PLAS POC PR PRC PRV PSE PSF PSI PV PT PVC PVI PVMT PW R RCP RD RED REF REINF REQ'D REV RGS RO ROW OR R/W RT S SC SCH SCTP SCV SD SDMH SE SEA -TAC SEC SED SF SHT SIM SJ SL SLDG SMH SNGL SOG SP SO SR SS SS/IND SST ST STA STD STRUCT SUPT SUSP NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NON -POTABLE WATER NEAR SIDE NOT TO SCALE NEPHELOMETRIC TURBIDITY UNIT ON CENTER OUTSIDE DIAMETER OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OFFSITE AREA OUTSIDE STEM AND YOKE OIL -WATER SEPARATOR POLYACRYLAMIDE PERIMETER BERM, PULL BOX POINT OF CURVATURE, PUMPER CONNECTION POWDER COATED POLYETHYLENE PERFORATED POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTIC LAMINATE PLASTER POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH PLUG VALVE (ECCENTRIC) POINT OF TANGENCY POINT OF VERTICAL CURVATURE, POLYVINYL CHLORIDE, PVC CONDUIT POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED REVISION RIGID GALVANIZED STEEL CONDUIT ROUGH OPENING RIGHT OF WAY RIGHT SOUTH, SANITARY, SLOPE, SWITCH SOLID CORE SCHEDULE STORMWATER CHEMICAL TREATMENT PLAN SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SEATTLE -TACOMA INTERNATIONAL AIRPORT SECTION SEDIMENT SQUARE FEET, SQUARE FOOT SHEET SIMILAR CONTRACTION JOINT SLOPE DRAIN SLIDING SEWER MANHOLE SINGLE SLAB ON GRADE SPARE, SPACING SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER/INDUSTRIAL STAINLESS STEEL STREET STATION STANDARD STRUCTURAL SUPPORT SUSPENDED SW SWPPP T T&B TBD TD TEMP TESC THK TMC TO TOC TOF TOG TOW TRTD TS TSD TSO TYP UBC UD UDCP UG UL UNO UP US UT UYH V VC VCT VERT VPI W/ W/O W WP WR WO WS WSDOT WWF X STRONG XFMR YD 0 0 SPRAY WATER STORM WATER POLLUTION PREVENTION PLAN TANGENT, TOP, TOWNSHIP, TREAD TOP & BOTTOM TO BE DETERMINED TRENCH DRAIN TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL THICK TUKWILA MUNICIPAL CODE TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION OPERATORS TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE UPSTREAM UNDERGROUND TELEPHONE UTIUTY YARD HYDRANT VENT VERTICAL CURVE VINYL COMPOSITION TILE VERTICAL VERTICAL POINT OF INTERSECTION WITH WITHOUT WEST, WATER, WALL WORK POINT, WEATHER PROOF WATER RESISTANT WATER QUALITY WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD AT DIAMETER DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0 �1" A MAY 08 CRY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division llhTh13IE [K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT ABBREVIATIONS PROJECT NUMBER: 11-00839-20001 SHT. OF: 4 105 G14 CITY OF TUKWILA FIRE MARSHAL PERMIT FREE RECYCLING AREA TIRE WASH-- _5 ON _� SYSTEM _� _.._RAMP -- mom i \ �.\\WATER SYSTEM— CONNECTION 6j —— _EXISTING SCALE \ � L.._,�' `--' it •-��\---zso____.-._.. oe r' `�— ./... /3C r ( ` moi_-."__��� / • 0 ROAD B PROPERTY LINE PLAN SECTION 35, TOWNSHIP 23N, RANGE 4E SITE ENTRANCE ...ACCESSSS RETAINING WALL A ROAD A —17 ;INTERSTATE 517 = — GENERAL NOTE 1. SEE DWG C12 FOR SUGGESTED CONSTRUCTION SEQUENCE. �29J- RETAININGWALLD , ///n , \-- 2° ' t r ti //(f' \� \ \,\` \ , �, 2 • / %� CONSTRUCTION/ I r�l/ uMfTS ! hQ . RETAINING\.7///).g yy EAST SLOPE \ FILL AREA GENERAL ARRANGEMENT '00— 'TESC STORAGE POND- ._._,"'--_-'\ \w • lip - yam/ ALL C f - . % //07 / 2 1 �� ,/ v SURFACE WATER /DETENTION VAULT \ SURFACE WATER QUALITY �� a 1 -"--- --,90 TREATMENT VAULT \ ` / • , ..- y A 4:4„. sl TESC WATER QUALITY J,r , \ \� / % % 2/ / TREATMENT SYSTEM �▪ ' / � 1 10 ▪ f/tee\\ i TEMPORARY ACCESS 1,4 70. r • 1 /•• / r \ --.__0� ` , 8Q 160 �.� 1 1 \ f Feet WATER OUTFALL4110 . \ (30 DRMNG RANGE DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT GENERAL ARRANGEMENT SITE PLAN PROJECT NUMBER: 11-00839-20001 SRL 7 105 G1 7 CITY OF TUKWILA FIRE MARSHAL PERMIT 8 5 e P 6 U 8 z i C51 WATER SYSTEM SECTION 35, TOWNSHIP 23N, RANGE 4E C52 WATER SYSTEM N CELL TOWER ACCESS ROAD RETAINING WALL A— 053 WATER SYSTEM C70 SURFACE WATER SYSTEM C54 WATER SYSTEM C71 SURFACE WATER SYSTEM HIGHLINE WATER DISTRICT CONNECTION ROAD 6 RETAINING WALL E RETAINING WALL D EXISTING WASTEWATER VACTOR STATION IXISTING CONSTRUCTION LIMITS, TYP PROPERTY LINE, TYP N — C60 WASTEWATER SYSTEM RETAINING WALL C GENERAL NOTES 1. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHLINE WATER DISTRICT. 2. THE SITE WASTEWATER SYSTEM AND SURFACE WATER SYSTEM ARE LOCATED WITHIN THE CITY OF TUKWILA JURISDICTION. 3. SEE DWGS C51 THRU C59 FOR THE SITE WATER SYSTEM. 4. SEE DWGS C60 THRU C61 FOR THE SITE WASTEWATER SYSTEM. 5. SEE DWGS C70 THRU C82 FOR THE SITE SURFACE WATER SYSTEM. C55 WATER SYSTEM C72 SURFACE WATER SYSTEM C56 WATER SYSTEM C74 SURFACE WATER SYSTEM C73 SURFACE WATER SYSTEM C75 SURFACE WATER SYSTEM PLAN UTILITY SYSTEMS SCALE: 1" = 80' 80 0 80 160 1"=80'-0' — — Scale Feet DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION rig King County Department of Natural Resources and Parks Solid Waste Division WWI K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE UTILITY SYSTEMS AND KEY MAP PROJECT NUMBER: 11-00839-20001 SHT. OF: 42 105 C50 4 A mg 300 290 �- 280 270 HWD CONNECTION i LANDFILL GAS --------MIGRATION STOP -A4t00 `--�-1 _ __ 260 L _ 250 240 SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP . —. P FREE RECYCUNG AREA PW--- PW--- W // C _= 1DTEXIST_ING-8" DIA WATER _<- PLAN - 5 RA MP SCALE: 1' = 20'-0" six ----x 300 290 PROFILE SCALE: VERT 1" = 10' 260 250 240 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILITIES CONTRACT CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 5. PIPE SHALL HAVE S-0' MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. 7. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU C44. KEYED NOTES 1 ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH HWD REQUIREMENTS. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, AND TESTED AND ONLY UNDER THE SUPERVISION OF HWD OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAILS 29 AND 30. CONNECT TO EXISTING HWD 18" DIA CI PIPE PER HWD STANDARD DETAIL 1. PROVIDE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10. O2 PROTECT EXISTING WATER UNE. O3 RESTORE GRADE TO ORIGINAL ELEVATIONS. ® FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 2, DWG C58. O REMOVE AND REINSTALL EXISTING FENCE AS REQUIRED FOR CONSTRUCTION. KEY MAP SCALE: NTS 10 5 0 10 20 1"=10'-0" , Scale Feet 20 0 20 40 1"=20'-0' — — Scale Feet DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 �1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION ' King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 SHT. OF: 43 105 C5 1 CITY OF TUKWILA FIRE MARSHAL PERMIT 8 S 2 --------_T`_ 1- 5 RAMP � o I _X —,:—.----x-- 2 / i i ^ j-- �X M EI G\-.---113-1-1-4-71-:_---t -Al+00.. r -/ -- ...._,_,_;____-3-1,'-; '_. } ?moi L � / / r 1, ...- 'fir 1- SECTION 35, TOWNSHIP 23N, RANGE 4E • TIRE WASH-_ –_–x .-"X —'�X- PRNtt`X x�"/� x e F CONSTRUCTION UMITS, TYP CELL TOWER /-_ - ___ ACCESS ROAD 0 rx----x ---% -,- x~--x"--- TIRE WASH j��'. �� A2+00 }00 320 310 300 290 280 8" DIA M,WATER WX I- V 270 Q 2 260 250 EXISTING SCALE HOUSE.-= 133 LF 0 J 0 t -4 4 L 12"0 DI PROPERTY UNE, TYP 138 LF EXISTING AND OVER PIPE PLAN 41111110"- 41 ;m I �mn Nom' -•uta i V CD ID W W W J C.) A4+00 SCALE: 1" = 20'-0" 104\ /105 35 LF i n H 0 m N 0 4_' N 0 Z U Z W Tm N C? ci0 FINAL GRADE, R'- + _ co T PROFILE SCALE: VERT 1" = 10' 134 LF -j- Z J Zip � � N W 0 o N N• N I �'--- ---FINAL-GRADE, OVER PIPE T 4 -t —4 }— I 1 320 310 300 M 290 W W f/! z 280 L J c") Q 270 260 250 10 5 0 10 20 1"=10'-0" , 1"=20'-0" Scale Feet 20 0 Scale 20 40 Feet GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILITIES CONTRACT CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 5. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. 7. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU C44. KEYED NOTES 0 POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING CONDUIT(S) DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. O POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE PIPE. INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING PIPE DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. Q PROTECT EXISTING WATER UNE. ® INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. INSTALL BLOW OFF ASSEMBLY AT LOW POINT PER HWD STANDARD DETAIL 11. © RESTORE GRADE TO ORIGINAL ELEVATIONS. .0 FOR TIREWASH AND TANK DETAILS, SEE DETAIL # DWG C #. PROTECT EXISTING WATER UNE DURING INSTALLATION OF TIRE WASH. ® FOR ELECTRICAL SYSTEM PLAN, SEE DWG E #. KEY MAP SCALE: NTS v a 1 s DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK•D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 SHT. OF: 44 105 C52 CITY OF TUKWILA FIRE MARSHAL PERMIT 8 310 300 290 280 SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP 8 106 • 42 LF \\ 107 108 7 RETAINING WALL B PLAN SCALE: 1" = 20' 323 LF 109 99 LF Li -t- —4— ;-- I FINAL GRADE, OVER PIPE t � � I� 3 290 G W 280 W Z J ! 0 270 I2 310 300 260 250 PROFILE SCALE: VERT 1" = 10' 260 250 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILITIES CONTRACT CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 5. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. 7. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU C44. KEYED NOTES SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 2 VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. O FOR ELECTRICAL SYSTEM PLAN, SEE DWG E jj. ® CAP PIPE AT END OF PIPE. USE FLEXI—GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 1"=10'-0" 10 5 0 Scale 20 1"=20'-0" 10 20 Feet 0 20 40 Scale Feet DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division ��ti l)Ech R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 SNf. OF: 45 105 C53 CITY OF TUKWILA FIRE MARSHAL PERMIT 2 e 320 310 300 290 280 N y W Z _ J 270 5i- - i-- -----T---- COI V +'— 1q 0 -- - V W 1 '��`-1 C3 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. N 5 280 3 Z 00 A10+�� N A11+00 Al2+00 13+00 PW -1/ 7.CI EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE PW PW PW PW PW PW PW PW—PW PW—PW—PW _-pW �^ ��►� J PW--PW—PW--PW—PW�- - ,J - T 45' W GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU =C44. F I _T ® A14 W 1,-- " � A i� KEYED NOTES m ion SECTION 35, TOWNSHIP 23N, RANGE 4E _ _ _ _ _ - - - ------ CONSTRUCTION LIMITS, TYP PROPERTY UNE, TYP RETAINING WALL A GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDMON OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILITIES CONTRACT CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 5. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. r 108 LFI 110 6 52 LF PLAN SCALE: 1" = 20'-0" Y4r I I 329 LF 9 O SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND en enI W 260 250 3 3 f —a a aN I Nw 1. 1• —4_ . -4_ I --I-------+ — T--- -- —{ — —1 —+ I - - 8"0 DI --=-IJ -----r----4 L L_ 7 4- 1- 4 i — — r - PROFILE SCALE: VERT 1" = 10' L i N 4 LF CI CO CO O n N I � •I 320 310 300 go 290 CI -- N 280 I 7 J V 270 I— < 2 260 250 2 INSTALL 1 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. O VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ®FOR ELECTRICAL SYSTEM PLAN, SEE DWG E #. OCAP PIPE AT END OF PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 20 0 20 40 1"=20'-0" — — Scale Feet DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 SM. OF: 46 105 C54 CITY OF TUKWILA FIRE MARSHAL PERMIT 320 29 LF RETAINING WALL D SECTION 35, TOWNSHIP 23N, RANGE 4E • I N r WALL C .. / -250 MATCH LINE - SEE DWG C54 88 LF PLAN SCALE: 1" = 20'-0" 31§ LF l�P 18 IS 6 310 300 U ( IC) I-- -T 290 280 270 260 1 - 250 O 2 p0 p O N co toN W I I I ---- --1 H- t H -- �EINALrGRADE.-- OVER PIPE N N p N 2 t) co 320 310 OV ie., 300 I 0 W 290 N a , Z 8"0 Il -1 I PROFILE i l I II -----I I- L� SCALE: VERT 1" = 10' 280 270 260 250 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILMES CONTRACT CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTIUTY IS 6 INCHES. 5. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. 7. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU C44. KEYED NOTES SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. O CAP PIPE AT END OF PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. O3 VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. FOR ELECTRICAL SYSTEM PLAN, SEE DWG E f. 1"=10'-0" 10 5 0 Scale 10 20 Feet 20 020 40 1"=20'-0" Scale Feet DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY OB CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ftV/jijE[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 SHT. OF: 47 105 C55 CITY OF TUKWILA FIRE MARSHAL PERMIT ,� fRE3FfH3t SINE WR— TIE BACK, TYP SECTION 35, TOWNSHIP 23N, RANGE 4E Fc• RETAINING WALL C IFL CONSTRUCTION �==r— er4R,SIVAGI Are AO OM' p ` LIMITSyPP— � 4 O`C TIE BACK ANCHOR WALL ss � PLAN SCALE: 1" = 20'-0" PROFILE SCALE: VERT 1" = 10' GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD "A" FINAL SITE FACILITIES CONTRACT CENTERLINE, NOT PIPE AUGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. ALL PIPE DEFLECTIONS REQUIRED ARE NOT SHOWN. 4. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 5. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 6. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C60. 7. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C22 THRU C25 AND PAVING DWGS C42 THRU C44. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 2 INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY METER. O VALVE BOX SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ® CAP PIPE AT END OF PIPE. USE FLEXI—GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. O5 FOR ELECTRICAL SYSTEM PLAN, SEE DWG E #. 1"=10'-O" 10 5 0 Scale 20 1"=20'-0* 10 20 Feet 0 20 40 Scale Feet DESIGNED DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION km A. King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 11-00839-20001 5HT. OF: 48 105 C56 CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM NOTES 1. VERIFY ALL EXISTING UTILITIES IN THE FIELD. 2. NOTIFY HIGHLINE WATER DISTRICT (HWD) A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS. 3. CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR HWD INSPECTION A MINIMUM OF 72 HRS PRIOR TO CONSTRUCTION. 4. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 5. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HWD SPECIFICATIONS. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 OR BETTER, NO EQUAL. 7. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT. 8. HYDRANTS SHALL BE AS SPECIFIED. 9. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HWD OR PERFORMED BY THE DISTRICT. 10. ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL COUPLINGS SHALL BE ROMAC 501, OR EQUIVALENT. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 13. PAY FOR ALL STATE, CITY, AND COUNTY INSPECTION AND PERMIT FEES. 14. COORDINATE METER LOCATIONS WITH HWD AUTHORIZED REPRESENTATIVE. 15. MAINTAIN A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NO CHANGES ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE DISTRICT. 16. SUBGRADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING WATER SYSTEM FACILITIES. 17. PARTS MUST BE ON-SITE AND INSPECTED BY HWD PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 18. REFER TO HWD DESIGN AND DEVELOPMENT STANDARDS FOR ALL REMAINING NOTES AND DETAILS. 19. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HWD FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 20. COMPACTION TESTING IS REQUIRED FOR ALL OPEN CUTS AND/OR CROSSINGS WITHIN PAVED OR TRAVELED AREAS OF PUBUC RIGHT-OF-WAYS. 21. THE APPROVAL OF THESE PLANS DOES NOT REUEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES. 22. SEPARATION SHALL BE 10' HORIZONTAL FOR SANITARY SEWER, 5' HORIZONTAL FOR ALL OTHER UTIUTIES. 18' VERTICAL CLEARANCE FOR SANITARY, 6" CLEARANCE FOR ALL OTHERS. 23. FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILmES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.PRIOR TO ANY CONSTRUCTION ACTIVITY, CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE WITH HWD. 24. NOTIFY HWD 72 HOURS (THREE WORKING DAYS) PRIOR TO BEGINNING CONSTRUCTION AND FOR ANY RESTARTS OF WORK. 25. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 26. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 27. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, HWD AND APPROPRIATE PUBLIC AGENCIES. 28. ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF HWD. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. 29. NOTIFY HWD 3 WORKING DAYS PRIOR TO CONNECTING TO EXISTING MAINS OR INSTALLING TAPPING TEES. CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH HWD REQUIREMENTS. ONLY HWD PERSONNEL WILL OPERATE HWD VALVES. 30. WATER MAIN SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION, WITH 25 -FOOT STAKES ON CURVES. 31. WATER MAINS CONSTRUCTED WITHIN EASEMENTS OR PRIVATE ROADS SHALL BE INSTALLED WITH A 3'-0" MINIMUM COVER. DURING BACKFILL OPERATIONS, FURNISH AND INSTALL A 3 -INCH WIDE METALLIC DETECTABLE MARKING TAPE PER SPECIFICATIONS. 32. DEFLECT PIPE JOINTS WITHIN MANUFACTURER'S SPECIFIED LIMITS. ALL DEFLECTIONS REQUIRED ARE NOT SHOWN. 33. HWD AND/OR THEIR DESIGNATED ENGINEER WILL PERFORM CONSTRUCTION INSPECTION. 34. THE WATER MAIN CONSTRUCTION PHASE WILL NDT BE CONSIDERED COMPLETE UNTIL INSTALLATION IS ACCEPTABLE TO HWD INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE LINES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCHLIST. 35. ALL WATER PIPING 4" IN DIAMETER OR LARGER SHALL BE INSPECTED BY HWD PRIOR TO BACKFILLING. 36. AFTER PRESSURE TEST AND PURITY SAMPLES ARE RECEIVED, A CERTIFIED BACKFLOW TECHNICIAN SHALL SUPPLY HWD WITH A WRITTEN TEST REPORT ON EACH BACKFLOW PREVENTION ASSEMBLY. DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0�1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division fli[i]] IE [K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM NOTES PROJECT NUMBER: 11-00839-20001 SHT. OF: 49 105 C57 CITY OF TUKWILA FIRE MARSHAL PERMIT 2 V RIGID PIPE FLEXIBLE PIPE SUBGRADE GRAVEL BACKFILL DETECTABLE MARKING TAPE PIPE BEDDING AS SPECIFIED ON CONTRACT DRAWINGS OR SPECIFICATIONS (DI, RCP) SEE DWGS C42 THRU C44 FOR PAVEMENT PROFILE (HDPE) 000 00 00.00�/�\��y,��\ 0oo oma... \ %�;;�� o o''Q • p -w i/i Qo:o•° ° SOD Oo Oo ,°G:o90 00°' 0.00 o O o •00.0 ��0:0 •.0 00o( 0( ,Oo 00000 o>°O 0O ' DOop o..Q.o ,O,o..00C,00C oO oQoO.3. 0 AO00 O0 �00.0.00.0.i OOO 0 Oo o6°o0 p �Oop °O°'q q 00 O C pQOop ; poop 0O0o6. _ D00AOp )0 000°000°c 000jo o°O0p 400090000720(7" 0 DETAIL TYPICAL TRENCH SECTION WATER SCALE: NTS 12" MIN - 18" MAX 0 SUBGRADE GRAVEL BACKFILL DETECTABLE MARKING TAPE BENTONITE O:O�oO:O�oO:0�o0.0��0 O o'Qo;'Q.�'QQ o'QO:c o�oo0 opo 0 o �oo.a�oo0.a� OoOoc %..o., 13,o% no o:c••moo o `° no.?,o no 0 oJ 0 12" MIN - 18" MAX NOTE: 1. BENTONITE LAYER TRENCH LENGTH SHALL BE 1 FOOT. DETAIL LANDFILL GAS MIGRATION STOP SCALE: NTS DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION L.41 King County Department of Natural Resources and Parks Solid Waste Division lit 1{11( R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM DETAILS PROJECT NUMBER: 11-00839-20001 Sift. OF: 50 105 C58 CITY OF TUKWILA FIRE MARSHAL PERMIT 2008 — 2:10pP- \\Seadata3\Projects\11-00859-20000 Bow Lake TRS Expansion Project\Data and Analytical\CADD\Other Permits\Cdy of Tukwila fire MarshP_C059—SRe Water System Schedules.dwq DETAIL 107 FITTING SCHEMATIC SCALE: NTS FLANGE ADAPTER (RJxFL) rTEE (FLxFLxFL) VALVES (FLxRJ) NOTE: 1. FHA PER HWD STANDARD DETAIL 9. DETAIL 119 FITTING SCHEMATIC SCALE: NTS VALVE (FLxRJ) CAP (RJ) TEE (FLxFLxFL) VALVES (FLxRJ) DETAIL 112 FITTING SCHEMATIC SCALE: NTS FLANGE ADAPTER (RJxFL) TEE (FLxFLxFL) CAP (RJ) VALVES (FLxRJ) DETAIL 108, 109 AND 114 FITTING SCHEMATIC SCALE: NTS DETAIL 110 FITTING SCHEMATIC SCALE: NTS FLANGE ADAPTERS (RJxFL) TEE (FLxFLxFL) 0 VALVE (FLxRJ) CAP (RJ) DETAIL 111 AND 117 FITTING SCHEMATIC SCALE: NTS 0 SITE WATER SYSTEM VALVE & FITTINGS SCHEDULE • 100 SERIES ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 100 - CONNECTION TO HWD 18" DIA CI -A4+22.16 69.22' LT ~ 101 12 30' DI BEND (RJxRJ) -A3+03.61 31.75' LT 102 12 11.25' DI BEND (RJxRJ) -Al +82.07 27.22' LT 103 12 22.5' DI BEND (RJxRJ) A1+26.64 29.15' LT HIGH POINT 12 5.625' DI BEND (RJxRJ) A2+37.45 20.65' LT 2 COMBINATION AIR VALVE 104 12 30' + 11.25' DI BEND (RJxRJ) A2+54.01 23.20' LT 105 12 45' DI BEND (RJxRJ) A2+84.78 4.01' LT LOW POINT 12 5.625' DI BEND (RJxRJ) A3+96.16 5.97' LT 2 BLOW OFF ASSEMBLY 106 12 5.625' DI BEND (RJXRJ) A4+28.48 4.14' LT 107 8x8x8 DI TEE (FLxFLxFL) A4+69.64 4.45' LT 12 FLANGE ADAPTER (RJxFL) 1 12x8 REDUCER (FLxFL) 2 - GATE VALVES (FLxRJ) 8 8 CAP (RJ) 108 8x8x4 DI TEE (FLxFLxFL) A4+76.64 4.58 LT 8 FLANGE ADAPTER (RJxFL) 2 1 GATE VALVE (FLxRJ) 2 8 - 1_ GATE VALVE (FLxRJ) 4 4 CAP (RJ) 109 8x8x8 DI TEE (FLxFLxFL) A8+00.55 5.17' LT 8 FLANGE ADAPTER (RJxFL) 2 8 2 - GATE VALVES (FLxRJ) 8 CAP (RJ) HIGH POINT 1 2'± DEFLECTION A9+50.52 5.56' LT COMBINATION AIR VALVE 110 8x8x8 DI TEE (FLxFLxFL) A10+08.37 5.75' LT 8 FLANGE ADAPTER (RJxFL) 8 2 - GATE VALVES (FLxRJ) e4 8 CAP (RJ) 111 8x8x8 DI TEE (FLxFLxFL) A10+14.04 5.77' LT 8 2 - FLANGE ADAPTERS (RJxFL) 8 GATE VALVE (FLxRJ) O 8 CAP (RJ) 112 8x8x4 DI TEE (FLxFLxFL) A10+65.70 5.93' LT 8 2 - GATE VALVES (FLxRJ) 5 4 1 - GATE VALVE (FLxRJ) 4 CAP (RJ) 113 8 45' DI BEND (RJxRJ) A13+92.89 9.96' LT 114 8x8x6 DI TEE (FLxFUFL) A14+25.21 9.90' RT 8 FLANGE ADAPTER (RJxFL) 2 8 1 - GATE VALVE (FLxRJ) 6 1 - GATE VALVE (FLxRJ) 6 CAP (RJ) 115 8 60' DI BEND (RJxRJ) A15+24.11 1.91' RT 116 8 45' DI BEND (RJxRJ) A18+38.83 11.21' LT 117 8x8x6 DI TEE (FLxFLxFL)Al 8+55.06 7.12' LT 8 2 - FLANGE ADAPTERS (RJxFL) 6 GATE VALVE (FLxRJ) 6 CAP (RJ) 118 8 30' DI BEND (RJxRJ) A19+03.18 8.26' LT 119 8x8x6 DI TEE (FLxF1xFL) A21+34.78 5.79' LT 8 FLANGE ADAPTER (RJxFL) 8 1 - GATE VALVE (FLxRJ) e 6 1 - GATE VALVE (FLxRJ) - FHA 120 8 CAP (RJ) A21+73.87 6.19' LT NOTE: ALL PIPE FITTINGS 4" OR GREATER SHALL BE RESTRAINED JOINT (TR FLEX, FIELD LOC, OR EQUAL) DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A MAY 08 CITY OF TUKWILA FIRE MARSHAL PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division lit lir CI( R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION CITY OF TUKWILA FIRE MARSHAL PERMIT SITE WATER SYSTEM SCHEDULES PROJECT NUMBER: 11-00839-20001 SHT. OP 51 105 C59 CITY OF TUKWILA FIRE MARSHAL PERMIT JC�7 0, co c s nTh 1D n 3 u) \r_,27) 3 C51 WATER ;SYSTEM SECTION ��c-- 35, TOWNSHIP 23N, RANGE 4E C52 WATER SYSTEM CELL TOWER" ACCESS ROAD RETAINING 'WAL1- A -053 WATER SYSTEM C70 SURFACE WATER SYSTEM C54 WATER SYSTEM C71 SURFACE WATER SYSTEM -,-111GHUNE — — -- _ • :\ -ii 1/ tt . j t i GENERAL NOTES 1. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHUNE WATER DISTRICT. 2. THE SITE WASTEWATER SYSTEM AND SURFACE WATER SYSTEM ARE LOCATED WITHIN THE CITY OF TUKWILA JURISDICTION. 3. SEE DWGS C51 THRU C59 FOR THE SITE WATER SYSTEM. 4. SEE DWG C60 FOR THE SITE WASTEWATER SYSTEM. 5. SEE DWGS C70 THRU C82 FOR THE SITE SURFACE WATER SYSTEM. 6. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS REFERENCED ON THE WATER, WASTEWATER, AND SURFACE WATER SYSTEMS DRAWINGS. 7. THE NEAT LINE EXCAVATION EXTENT FOR STANDARD DETAILS REQUIRING EXCAVATION FOUND IN APPENDIX A OF THE SPECIFICATIONS SHALL BE 2' HORIZONTALLY BEYOND AND 1' -.-_.yERIICALLY BELOW THE PERIMETER OF THE BURIED FEATURE. REINING WALL D, (orRTSYSTEM `� (C7�2 SURF -A •• CATER SYSTEM J \ . ` Without Comments As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a \ resubmittal of revised drawings for subsequent approvalal Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date; \y RLTAITuiaG \'\ I \ I11' \CONSTRUCTION \RpFERT•, \ UNE, VP\, PLAN C60 WASTEWATER SYSTEM UTILITY SYSTEMS SCALE: 1' = 80' 80 0 80 Scale 160 Feet HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/eq I DESIGNED BC DATE SD-- So-- \ \ . • —% --- • r 1%//. i / I/ ij(,1‘ " ; 1 /._ 117i/ • _ •._ /. jig( CAF E�AT�R SYSTEM---' /CS6:WA11`STEMi ,:' (`� I `,, (� 1-!' �.� __�. - Ci73 SURFACE,IN / R'SYSTEM \,i, i I `__ ) C7,5 SURFACE WATER SYSI`EM _ 1 (" , : I j SCOPE OF PROJECT WATER MAIN TYPE SIZE LF iHYDRANTS #SERV10ES SIZE #VALVES SIZE ESTIMATED COST CONTRACTOR ATTN: STATE LICENSE# ADDRESS CITY CITY LICENSE # STATE ZIP PHONE DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" E 12/31/0E IKS KRH ISSUED FOR PERMIT D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE UTILITY SYSTEMS AND KEY MAP PROJECT NUMBER: C00272C08 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG SHT. OF: 9 DRAWING NUMBER: C50 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION i ' EXISTING FENCE, TYP EXISTING UTILITY POLE 0 EXIST 18” DIA CI -A4+00 300 i ^� 290 ---- a 10 ' W w i >> 280r — - 1--o { U U N 270 L.-- F a10 r, LI I 1 ovFiCo iL�J3¢ 260 250 20 LF J_ x_„ - LANDFILL GAS MIGRATION STOP CONSTRUCTION LIMITS, TYP I 97 LF IEXISTING1 AND FINAL GRADE, jr- OVER PIPE ®3 1 •--_ -- --- w SECTION 35, TOWNSHIP 23N, RANGE 4E -5 RAMP EXISTING EOP EXISTING DITCH EXISTING DRAINAGE DITCH ® EXISTING UG POWER ® a�M ',\\ FREE RECYCUNG AREA •1, 1• VA •,11 PIPE TRENCH © f DETAIL, TYP liar-,.•, r� PW— J ` �... M _M� -x-"w w w—war' EXISTING 8" DIA WATER O2 -A2+0° PLAN SCALE 1" = 20'-0" = ROAD A EXISTING EOP F 59LF 80 LF 1 1 0 0 a 0 240 __- _12" Dl t 1 -A4+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: i -A3+00 DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/09 DESIGNED BC DRAWN JD DATE PROFILE SCALE: HORZ 1" = 20' VERT 1" =' 10' -A2+00 -A1+00 KEY MAP SCALE: NTS GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE ANA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE AUGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE. SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 - AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10.SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPUCABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH HWD REQUIREMENTS. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, AND TESTED AND ONLY UNDER THE SUPERVISION OF HWD OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAILS 29 AND 30. CONNECT TO EXISTING HWD 18" DIA CI PIPE PER HWD STANDARD DETAIL 1. INSTALL 1 - 18 -INCH GATE VALVE ON EACH SIDE OF THE NEW CONNECTION TO O THE EXISTING HWD 18 -INCH PIPE IN ACCORDANCE WITH HWD STANDARD DETAIL 8. INSTALL 1 - 12 -INCH GATE VALVE ON THE NEW 12 -INCH PIPE IN A LOCATION APPROVED BY HWD OR THEIR REPRESENTATIVE. PROVIDE FLD(I-GUIDE VALVE MARKERS PER HWD STANDARD DETAIL 10. PROTECT EXISTING WATER UNE. ® RESTORE GRADE TO ORIGINAL ELEVATIONS. ® FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. 300 O REMOVE AND REINSTALL EXISTING FENCE AS REQUIRED FOR CONSTRUCTION. ®RESTORE EXISTING DRAINAGE FEATURE TO ORIGINAL CONDITION AFTER CONSTRUCTION. PROVIDE TEMPORARY DRAINAGE REROUTING IF REQUIRED. 290 0 PROTECT EXISTING UTLITY. ® POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). SUPPORT 280 AND/OR RELOCATE ELECTRICAL CONDUIT AS REQUIRED FOR WATER PIPE INSTALLATION. COORDINATE WITH PROJECT REPRESENTATIVE. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. Og PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 SECTION 02510 SPECIFICATION 270 CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." a COORDINATE CONNECTION OF NEW 12 -INCH WATER LINE TO THE EXISTING 18 -INCH WITH CONNECTION OF THE NEW 12 -INCH TO THE EXISTING 8 -INCH VIA THE WYE AT POINT 100A. PROVIDE NOTICE TO THE PROJECT REPRESENTATIVE ACCORDING TO THE 250 SPECIFICATION REQUIREMENTS PRIOR TO SHUT DOWN OF THE EXISTING SYSTEM TO MAKE THE CONNECTION. REMOVE THE EXISTING 8 -INCH CONNECTION TO THE EXISTING 18 -INCH PIPE AS DIRECTED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. ABANDON THE EXISTING 8 -INCH PIPE BETWEEN THE EXISTING 8 -INCH CONNECTION AND THE NEW CONNECTION POINT. 240 A0+00 F 12/31/06 IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1" E 11/10/06 IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION lig King County Department of Natural Resources and Parks Solid Waste Division ECK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 20 0 20 40 1"=20'-0" Scale Feet 10 5 0 10 20 1"=10'-0" Scale Feet BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER C00272C08 1-800-424-5555 0 cc 0 co U) 0 co d" —J J U z 0 z 0 0 L1_ 0 Z 1_ 2 Lu 11 I.i O LL C LLL^ r SHT. OF: 2 9 DRAWING NUMBER: C5 1 2 a 2 1 N N 3 2 g si - EOP LEXISTINGf DITCH EXISTING UTILITY POLE—,: 1-5 RAMP'S EXISTING FENCE • SECTION 35, TOWNSHIP 23N, RANGE 4E LANDFILL GAS Q -MIGRATION STOP' CONSTRUCTION LIMITS, TYP - - — L X r, — Ji CELL TOWER - ACCESS ROAD — O X--X--"x;-"----X •X_. EXISTING - I , 3 3-- EXISTING SCALE EXISTING EOP VALONG THE PIPE ALIGNMENT. C9 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED 0 ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. W 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. J 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND t.0 MAXIMUM COVER OF 5-0" UNLESS OTHERWISE I- SHOWN ON PLANS. Pfl � GENERAL NOTES. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDTRON OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERUNE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE PROPERTY LINE, TYP 320 310 104 3 LF 105 T —. ! I I I I i 94LF I PLAN EI SCALE: 1" = 20'-O" 106 44 LFI 107\ 108 34 LF 133 LF t_._300 1 - ----------I 0 1 L% ZO' 3, W 290 o w W • 280 ___ N JI =1-- 270 Q 2i 260 N 0 -1- -r m I 0 I I D1ISTING AND FINAL GTE OVER PIPE, i I 250 - —J--- - J- -- i - A0+00 A1+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 1 09/19/0•1 1 DESIGNED BC DRAWN JD DATE A2+00 0 W COO in PROFILE J W _ I _ SCALE: HORZ 1" = 20' VERT 1" = 10' I I I A3+00 20 1"=20'-0" 1 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10.SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 320 310 I O 1 i - - - I - --I-- - 300 1 'M IZ 4Y I am ' N I O Jm �,n% CO V W W I V ,,i IR V) O cD+z ' o W 280 290 o W z ,Q z in N Q I ' S • W N +!-I I_ I W ,ri m i Z FINAL :GRADE, I OVER PIPE + 1 I I H 0 20 Scale 40 Feet ---j - - A4+00 1"=10'-0" 13 PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DEGREE BENDS, A PIPE JOINT 270 OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE 260 WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 250 10 5 0 10 20 Scale F 12/31 /OE IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1° E 11/10/OE IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION itgl King County Department of Natural Resources and Parks Solid Waste Division F K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 Feet KEYED NOTES 0 0 POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING CONDUIT(S) DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDTNONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE PIPE. INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING STORM DRAINAGE PIPE DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. PROTECT EXISTING WATER UNE. INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. INSTALL 2 -INCH BLOW OFF ASSEMBLY AT LOW POINT PER HWD STANDARD DETAIL 11. RESTORE GRADE TO ORIGINAL ELEVATIONS. FOR TIRE WASH AND TANK, SEE DWG G27. INSTALL WATER LINE FROM ID POINT 105 TO 107 BEFORE TIRE WASH INSTALLATION. PROTECT EXISTING UTILITIES. FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. EXISTING SANITARY SEWER UNE. CONTRACTOR TO DETERMINE LOCATION, DIAMETER, MATERIAL AND INVERT ELEVATION BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. EXISTING POWER LINE. CONTRACTOR TO DETERMINE LOCATION, CONDUIT(S), SIZE(S) AND DEPTH BY POTHOUNG PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. TEMPORARILY SUPPORT OR TEMPORARILY RELOCATE EXISTING 'nun' POLE TO FACILITATE INSTALLATION OF THE NEW SITE WATER SYSTEM. COORDINATE WITH THE PROJECT REPRESENTATIVE AND PSE REPRESENTATIVE AS REQUIRED. IF SERVICE DISRUPTION IS REQUIRED, CONSULT PROJECT REPRESENTATIVE FOR COORDINATION WITH ONGOING FACIUTY OPERATIONS. BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG SHT. OF: 3 9 DRAWING NUMBER: C52 310 SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP • PIPE TRENCH DETAIL, TYP W W N W = If.--) ROADA4( 109 i 42 LF 300 ill; m 290 3 1 0 • I = W I to W en 6 7 1 I LF I I I 1 280 W z J =1 270 v-" 260 250 RETAINING WALL B =c — RETAINING WALL B EDGE OF FOOTING —.1 PLAN SCALE: 1" = 20' 334 LF -r FINAL GRADE, OVER PIPE —L — _i. I j A5+00 I A6+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE cows 09/19i091 DESIGNED BC DRAWN JD PROFILE SCALE: HORZ 1 = 20' VERT 1" = 10' i I A7+00 r 1'=20'-0" 20 t I N sN r I 89 LF —+.-- ---I I ' 3 v Icy 290 > j 310 300 - I 0 yid W =1----------H----1° -(_-- - Cl) —i-- — — — 280 - F- i 1 W z I t I I I IJ I I I I I= DI 'I i I'T- J— T 11— q"_0 270 _--=i 1 C—� 1 L.1 LJ I I 1 0 20 L A8+00 40 Scale Feet 1"=10'-0" 10 5 0 260 250 A9+00 GENERAL NOTES 1. AU. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDMON OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE AUGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILMES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. O VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. @ FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. ® END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. O SEE DWG C47 FOR ROAD A UNDERDRAIN DETAIL © PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 10 20 KEY MAP Scale 12/31/oe IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" E 11/10/0E IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION 44. Lim King County Department of Natural Resources and Parks Solid Waste Division 1110roti R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 Feet SCALE: NTS BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE 1,4 PROJECT NUMBER 000272008 SRL OF: 4 9 DRAWING NUMBER: C53 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG ISSI IFn FOR PFRMIT - NOT FOR CONSTRUCTION 320 310 300 290 SECTION 35, TOWNSHIP 23N, RANGE 4E __ __-CONSTRUCTION LIMITS, TYP PROPERTY UNE, TYP U EOP, TYP RETAINING WALL A A10+00 PW PW- PW 4 s ROAD COL 115 LF RETAINING WALL F J 0 1- W a I > I a , 5 LF 45 LF 7d' W PLAN SCALE: 1" = 20'-0" 3221 LF J FINAL GRADE, OVER PIPE I I ! I I 2'0-01-T- — 1 --.i -1 F -1 260 250 i A9+00 1 A10+00 LJ HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/ I I DESIGNED BC DRAWN JD DATE A11+00 PROFILE 4 - IDI I--1- Al2+00 -1- 161.E GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILmES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES O SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. /5")INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. OVALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. 320 /-7-‘ FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. O END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 310 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. © SEE DWG C47 FOR ROAD A UNDERDRAIN DETAIL O7 PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 300 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE UMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." • 290 W c 280 I' I ✓ 270 8"0 DI J2 1 SCALE: HORZ 1" = 20' VERT 1" = 10' 1. Al2+00 1 20 -0" 1 A13+00 0 Scale I L 1 C L 4- r- t - 20 rr 20 40 10 5 0 1"=10'-0' — Feet Scale A14+00 10 F 12/31/0E IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" E 11/10/06 IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division 3rK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 260 20 Feet KEY MAP SCALE: NTS BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE VAN PROJECT NUMBER: 000272C08 S- OR 5 DRAWING NUMBER: C54 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG 9 'Rs' i1n FfR PERMIT - NOT FOR CONSTRUCTION 320 310 300 33 LF RETAINING WALL j - -- �___'— : `-- RETAINING ,-- \CONSTRUCTION LIMITS, TYP ----. 'WALL C -_ SECTION 35, TOWNSHIP 23N, RANGE 4E PIPE TRENCH DETAIL, TYP MATCH LINE - SEE DWG C54 3l Q D LIJ N < 290 u� r 280 zJ - 270 260 250 1 ; T A14+00 L r1 I I J P I L i J;I i 1 1 W m C O zn csi PLAN SCALE: 1" = 20'-0" r- 1 1113 LF 1 L -I- I j 1 1 I i 1 � d1 o I 1 Q N 1 W 1 1 --T A15+00 T- HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE ones 09/19/x9 1 DESIGNED BC DRAWN JD 1 120 1 1- 1 I 1 I 1 I I A16+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' =EINAL-GRADE,---L-.___---- OVER; PIPE 8"0 DI i W Cstl M O_ N i 320 310 6 300 t9 - W 290 A17+00 zi - T A18+00 LJ 260 250 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AMA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILMES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES Oj SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. O2 PROFILE OF EXTENSION OF 12 -INCH PIPE NOT SHOWN. END AND CAP 12 -INCH PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. O VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ®FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. °INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE *OF TEMPORARY METER. SCALE: NTS 10 5 0 1°=IOC-0" 1"=20'-0° Scale 20 0 10 20 20 Feet 40 Scale F 12/31 /OE IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" E 11/10/0E IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION IA King County Department of Natural Resources and Parks Solid Waste Division fiI\kJIi{[h R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE Feet PROJECT NUMBER C00272C08 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG SHF, OF: 6 9 DRAWING NUMBER: C55 ISSI IFn FOR PERMIT - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E -CON-TRUC311ON--LIMITS— TIE BACK, ra:, -- -RETAINING WALL C A'.r�raiirsLw ,4,J,7fttlriiZiriiiiviXE - — i Tii iE•iv G 16- 1'W 28' w — 1— 1 s.l J' CONSTRUCTION -''-LIMITS..�YP PROPERTY LINE;-TYP_ iiiinvz,mnoriiiiM• • i> sSZ TIE BACK ANCHOR WALL 09e 300 ;ss PLAN S.P7_ SCALE: 1" = 20'-0" I PIPE TRENCH DETAIL, TYP 45 LF 290 �i- V'f G 270 `W AJ V) W 260 QI • 280 250 240 230 234LF _F1NAL..GRADE,- OVER PIPE 11E BACK, TYP 1 I 1 I A19+00 A20+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/ DESIGNED BC PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' 1 A21+00 A22+00 300 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERUNE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN 1N PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE AUGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTIUTY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. O2 INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY MLILK. INSTALL FIRE HYDRANT LEADER PIPE SO THAT A MINIMUM 6 INCHES OF CLEARANCE IS PROVIDED BETWEEN THE LEADER PIPE AND THE STORM DRAINAGE PIPE. O VALVE BOX SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. 290 ® END AND CAP PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 0 FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. 280 © PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE 270 DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 260 250 H 240 230 r=10, -(r 1"=20'-0" 10 5 0 Scale 20 0 Scale 10 20 Feet 20 40 Feet DRAWN JD F 12/31/OE IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0 1" E 11/10/OE IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHKD APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ir,l;r�h R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 96154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 000272008 SHT. 7 DRAWING NUMBER: C 5 6 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG 0F: 9 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SITE WATER SYSTEM GENERAL NOTES 1. COMPLY WITH HWD DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM. 2. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES. 3. VERIFY ALL EXISTING UTILITIES IN THE FIELD. SEE GENERAL NOTE 1 ON DWG G15 -GENERAL NOTES AND PROJECT AREA BOUNDARY. POTHOUNG IS REQUIRED AT ANY CONNECTIONS TO EXISTING PIPES AND AT LOCATIONS WHERE UTILITIES CROSS. 4. NOTIFY HIGHLINE WATER DISTRICT (HWD) A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS, AND FOR ANY RESTARTS OF WORK. HWD AND/OR THEIR DESIGNATED ENGINEER OR REPRESENTATIVE WILL PERFORM CONSTRUCTION INSPECTION. 5. NOTIFY HWD A MINIMUM OF 72 HOURS (3 WORKING DAYS) PRIOR TO CONNECTING TO EXISTING MAINS OR INSTALLING TAPPING TEES. •ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF HWD. *NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. •ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HWD OR PERFORMED BY THE DISTRICT. •ONLY HWD PERSONNEL WILL OPERATE HWD VALVES. •PARTS MUST BE ONSITE AND INSPECTED BY HWD PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 6. CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR HWD INSPECTION A MINIMUM OF 72 HRS (3 WORKING DAYS) PRIOR TO CONSTRUCTION, WITH 25 -FOOT STAKES ON CURVES. 7. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL INSTALLATION IS ACCEPTABLE TO HWD INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE ONES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCHLIST. 8. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS. CONNECTIONS AND UNE TAPS. 10. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HWD REQUIREMENTS. HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19//9 DESIGNED BC 11. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 OR BETTER, NO EQUAL. 12. ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL 13. ALL HYDRANTS SHALL BE PER HWD STANDARD DETAIL 9. 14. ALL COUPLINGS SHALL BE ROMAC 501, OR APPROVED EQUAL. 15. COORDINATE TEMPORARY METER LOCATIONS WITH HWD AUTHORIZED REPRESENTATIVE. 16. ALL WATER PIPING 4 INCHES IN DIAMETER OR LARGER SHALL BE INSPECTED BY HWD PRIOR TO BACKFILLING. 17. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HWD FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 18. SEPARATION FROM WATER ONES SHALL BE 10 FOOT HORIZONTAL FOR SANITARY SEWER, 5 FOOT HORIZONTAL FOR ALL OTHER UTILITIES. 18 INCH VERTICAL CLEARANCE FOR SANITARY, 6 INCH VERTICAL CLEARANCE FOR ALL OTHER UTILITIES. 19. ADJUST ALL VALVE BOXES TO BE FLUSH WITH FINAL GRADE AFTER ASPHALT PAVING. 20. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. MINIMUM AREA OF LEVEL GROUND SURFACE SUBGRADE — GRAVEL-� o'' �.o" oo. o0 BACKFILL o0 0OO 0O FOR DRAINS O o .0.:°,0,"6 COO° ?0:0 000 no •C DETECTABLE MARKING TAPE CDF NEAT UNE N Thr - io 12' MIN - 18" MAX NOTE: 1. CDF LAYER TRENCH LENGTH SHALL BE 1 FOOT. DETAIL LANDFILL GAS MIGRATION STOP SCALE: NTS PLAN DETAIL FIRE HYDRANT CLEARANCE SCALE: NTS ELEVATION DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" E 12/31/09 IKS KRH ISSUED FOR PERMIT D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM NOTES AND DETAILS PROJECT NUMBER: 000272008 SHT. OF: 8 9 DRAWING NUMBER: C57 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR PERMIT - NOT FOR CONSTRUCTION FLANGE ADAPTER (RJxFL) TEE (FLxFLxFL) VALVE (FLxRJ) CAP (RJ) DETAIL 110, 111, AND 112 FITTING SCHEMATI SCALE: NTS TEE (RJxRJxFL) DETAIL VALVE (FLxRJ) zCAP (RJ) 114 FITTING SCHEMATIC SCALE: NTS WYE (FLxFLxFL) FLANGE ADAPTER (RJxFL) REDUCER (FLxFL) DETAIL VALVE (FLxRJ) //c ----FLANGE ADAPTER (RJxFL) 116 FITTING SCHEMATIC SCALE: NTS TEE (FLxFLxFL) VALVE (FLxMJ) OEXISTING TEE VALVE (FLxRJ) WYE (FLxFLxFL) TEE (FLxFLxFL) VALVE (FLxRJ) DETAIL FLANGE ADAPTER (RJxFL) 113 FITTING SCHEMATIC SCALE: NTS TEE (FIxFLxFL) 11 VALVE (FLxRJ) CAP (RJ) CAP (RJ) DETAIL 115 FITTING SCHEMATIC SCALE: NTS FLANGE ADAPTER (RJxFL) VALVE (FLxRJ) TEE (FLxFL(FL) VALVE (FLxR)) 0 NOTE: 1. FHA PER HWD STANDARD DETAIL 9. DETAIL 118, 120, AND 123 FITTING SCHEMATI SCALE: NTS FLANGE ADAPTER (RJxFL) > ///////// ///////// EXISTIN EXISTING EXISTING 11 VALVE (2 8 -INCH PIPE® 18 -INCH PIPE DETAIL 100 AND 100A FITTING SCHEMATIC SCALE: NTS 0 VALVE (FLxRJ) HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/09 I DESIGNED BC 45' BEND (RJxRJ) COUPLING ADAPTER SITE WATER SYSTEM VALVE & FIRINGS SCHEDULE • 100 SERIES . ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 118 18X18X12 18 2I DI TEELELL NIPPLE (LENGTH TO BE FIELD DETERMINED) DI ( A14+30.19 20.62' RT GATE VALVE (FLXRJ) GATE VALVE (FLXRJ) FHA 100 18 12 SLEEVE (MJ) 2 -GAGATE VALVES WITH BEVEL GEARING (FLXMJ) GATE VALVE (FLXRJ) -A4+22.45 68.24' LT 120 12x12x8 DI WYE (FLXFLXFL) A16+61.95 2.26' RT 100A 12 8 -A4+00.00 63.56' LT 2 - FLANGE ADAPTERS (RJXFL) VALVE (FLXRJ) - 122 8 45' DI BEND (RJXRJ) A19+12.11 7.50' LT 101 12 12 22.5' + 11.25' DI BENDS (FUEL) 2 - FLANGE ADAPTERS (RJXFL) -A2+99.74 30.08' LT 102 12 5.625' DI BEND (RJXRJ) \) -A1+44.07 30.46' LT 103 12 5.625' DI BEND (RJXRJ) 1 -A0+82.73 30.89' LT 104 12 5.625' DI BEND (RJXRJ) 1 0+41.44 31.29' LT HIGH POINT* 12 5.625' DI BEND (RJXRJ) 1 Al+11.44 26.95' LT 2 COMBINATION AIR VALVE 105 12 11.25' + 5.625' DI BENDS (FLXFL) Oj Al+26.63 29.15' LT 12 2 - FLANGE ADAPTERS (RJXFL) 106 12 11.25' DI BEND (RJXRJ) A2+13.57 24.82' LT 107 12 12 22.5' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) A2+55.20 23.19' LT 108 12 45' DI BEND (RJXRJ) 2+83.99 4.55' LT LOW POINT* 12 5.625' DI BEND (RJXRJ) O A3+76.16 7.37' LT 2 BLOW OFF ASSEMBLY 109 12 5.625' DI BEND (RJXRJ) U A4+28.24 3.73' LT 110 12X12X8 DI TEE (FLXFLXFL) A4+69.63 4.45' LT 12 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) e 8 GATE VALVE (FLXRJ) 8 CAP (RJ) 111 DI TEE (FLXFLXFL) A4+76.64 4.58 LT 12112 X4 2 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) e 4 GATE VALVE (FLXRJ) 4 CAP (RJ) 112 12X12X8 DI TEE (FLXFLXFL) A8+10.87 5.59' LT 12 FLANGE ADAPTER (RJXFL) GATE GATE VALVE (FLXRJ) e 8 GATE VALVE (FLXRJ) 8 CAP (RJ) HIGH POINT* - 2'± DEFLECTION A9+58.58 5.68' LT 2 COMBINATION AIR VALVE 113 12X12X8 DI TEE (FLXFLXFL) A10+15.38 6.15' LT 12 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) 8 GATE VALVE (FLXRJ) 8 CAP (RJ) 114 12X12X10 DI TEE (RJXRJXFL) A10+20.38 6.16' LT 12 2 - FLANGE ADAPTERS (RJXFL) O 10 GATE VALVE (FLXRJ) 10 CAP (RJ) 115 12X12X4 DI TEE (FLXFLXFL) A10+66.95 6.29' LT 124 G - GATEVALVES (FLxRJ) GATE VALVE (FLXRJ) 4 e CAP (RJ) 116 12 45' DI WYE (FLXFLXFL) A13+88.53 11.29' LT 12X6 REDUCER (T) 6 FLANGE ADAPTERR(RJXFL) 5 e 12 FLANGE ADAPTER (RJXFL) GATE VALVE (FLXRJ) • 117 12 CAP (RJ) A14+35.34 23.67' LT SITE WATER SYSTEM VALVE & FIRINGS SCHEDULE • 100 SERIES ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 118 8X8X6 8 6 6 - DI TEE (FLXF.XFL) FLANGE ADAPTER (RJXFL) A14+30.19 20.62' RT GATE VALVE (FLXRJ) GATE VALVE (FLXRJ) FHA 119 8 8 45' JX- FLANGE ADAPTERS (RF) 2L) A15+49.42 0.56' LT 120 8X8X6 8 8 6 - DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) GATE VALVE (FLxRJ) FHA A16+61.95 2.26' RT 121 8 45' 01 BEND (RJxRJ) A18+40.01 10.69' LT 122 8 8 22.5' + 5.625 DI BENDS (FLXFL) O1 2 - FLANGE ADAPTERS (RJXFL) A19+12.11 7.50' LT 123 8X8X6 8 8 6 - DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) GATE VALVE (FLxRJ) FHA A21+34.65 7.64' LT 124 8 CAP (RJ) A21+73.87 8.03' LT NOTE: ALL PIPE FITTINGS SHALL BE RESTRAINED JOINT EXCEPT AS OTHERWISE NOTED ON THE SCHEDULE. * DURING CONSTRUCTION, HIGH AND LOW POINTS MAY NOT OCCUR AT EXACT LOCATION SHOWN ON PROFILE (DWGS C51 THRU C56). INSTALL EQUIPMENT INDICATED AT TRUE HIGH AND LOW POINTS. KEYED NOTES O1 PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE UMIT ALLOWED 8Y THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 20 REMOVE AND SALVAGE EXISTING 8 -INCH VALVE. IF CONSTRUCTION SEQUENCING ALLOWS, REUSE 8 -INCH VALVE IN CONNNECTION FROM 12 -INCH PIPE TO 8 -INCH PIPE AS SHOWN IN DETAIL 7 THIS SHEET. USE OF VALVE MUST BE APPROVED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. ® ABANDON EXISTING 8 -INCH PIPE BETWEEN THE EXISTING TEE AND THE CONNECTION POINT BETWEEN THE NEW 12 -INCH PIPE AND THE EXISTING 8 -INCH PIPE. ® THRUST BLOCK AT 45' BEND REQUIRED. O CUT OUT EXISTING TEE AND REPLACE WITH 18 -INCH NIPPLE (LENGTH TO BE DETERMINED IN THE FIELD) AS DIRECTED BY HIGHUNE WATER DISTRICT OR THEIR REPRESENTATIVE. O OPERATING NUTS ON 18 -INCH GATE VALVES WMH BEVEL GEARING TO BE ON SAME SIDE OF THE EXISTING 18 -INCH MAIN AS DIRECTED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAIL 8. DRAWN JD F 12/31/0E IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0�1" E 11/10/0E IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ren R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM SCHEDULE AND DETAILS PROJECT NUMBER: C00272C08 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG SHT. OF: 9 mw DRAWING NUMBER: 9 C58 icci 1Fn Fnp PERMIT - NnT FnR CONSTRUCTION 1iiimmemrsm HIGHIINE WATER DISTRICT CONNECTION 12 -!NCH D! -12-INCH DI 2 A -8 -INCH D! RETAINING WALL A-\ • 1O CELL TOWER u j ACCESS ROAD 1 m Z EXISTING 8 -INCH _ WATER UNE 8 -INCH 01 4-SNCH DI -WATER METER -ASSEMBLY SITE WATER SYSTEM SCALE: 1° = 40' 8 -INCH 8 -INCH DI 8 -INCH 0 ~`- S0UTH SCALE FACILITY FUTURE-.-- '� FAC!LJTY CONNECTION \\ B INCH DI t f , TPPA` 1 YHiO, 4 -INCH DI a TRANSFORMER STANDBY GENERATOR - 8 -!NCH 01 FEE RECYCLING AREA BUILDING WATER METER ASSEMBLY 6 -INCH DI t- FIRE DEPARTMENT PC AND PIV ASSEMBLIES FOR TRANSFER/TS0 BLDG AND MAINTENANCE BLDG 8 -INCH D 6-iNCH,.DI a .s E UYHS FUTURE FACILITY CONNECTION - HOT LOAD PAD 16• -INCH Dryer TRANSFER TRAILER YARD Pk. Ph, Ply. 8 -INCH DIl 106 LF 8 -!NCH DI AK, .„!a MANT ENANCE NPS,,,, BUILDING �--FUTURE PROCESSING FACILITY FUELING FACILITY 8-INCH DI P1 Pw- Piy'- 6 -INCH 0! Pw 6 -INCH 0 DESIGNEE" BR:wN PLAN SITE WATER SYSTEM SCALE: 1' = 40' King County Department of Natural 8 --INCH DI -INCH DI 2. SEE DWG CX FOR WATER EQUIPMENT SCHEDULES. 3. SEE MECHANICAL SERIES DWGS FOR BUILDING SERVICE ENTRY LOCATIONS. KEYED NOTES UTILITYYARD HYDRANTS (UYH) 1 THROUGH 8 WILL BE PROVIDED WATER THROUGH THE TRANSFER/TS0 BUILDING NON -POTABLE WATER SYSTEM. 1 =40 -0 40 0 40 80 Scale Feet R.W. Beck, Inc. 1001 Fourth Avenue. Suite 2500 Seattle. WA 98154-1004 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: 11 -00839--7000 3 8 5 1 C5.1 WATER SYSTEM SECTION 35, TOWNSHIP 23N, RANGE 4E C52 WATER SYSTEM CELL TOWER ACCESS ROAD RETAINING -'WALL. A C53 WATER SYSTEM C70 SURFACE WATER SYSTEM C54 WATER SYSTEM C71 SURFACE WATER SYSTEM HIGHUNE WATER - DISTRICT CONNECTION RETAINING WALL D RETAINING WALL E RETAINING WALL C GENERAL NOTES 1. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHUNE WATER DISTRICT. 2. THE SITE WASTEWATER SYSTEM AND SURFACE WATER SYSTEM ARE LOCATED WITHIN THE CITY OF TUKWILA JURISDICTION. 3. SEE DWGS C51 THRU C59 FOR THE SITE WATER SYSTEM. 4. SEE DWGS C60 THRU C61 FOR THE SITE WASTEWATER SYSTEM. 5. SEE DWGS C70 THRU C82 FOR THE SITE SURFACE WATER SYSTEM. 6. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS REFERENCED ON THE WATER, WASTEWATER, AND SURFACE WATER SYSTEMS DRAWINGS. 7. THE NEAT LINE EXCAVATION EXTENT FOR STANDARD DETAILS REQUIRING EXCAVATION FOUND IN APPENDIX A OF THE SPECIFICATIONS, SHALL BE 2' BEYOND THE PERIMETER OF THE BURIED FEATURE. C55 WATER SYSTEM C72 SURFACE WATER SYSTEM DESIGNED BC DRAWN JD ,\ CONSTRUCTION\ LIMITS, :TYP 'GROPERTY LINE, 'PYP' -C74SURFACE WATER SYSTEM ,C56 WATER SYSTEM C73 SURFACE-WATER`SYSTEM C75 SURFACE WATER SYSTEM C60 WASTEWATER SYSTEM i 7 7- VERIFY SCALE BAR IS ONE INCH ON D 9/10/08 IKS KRH ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D ISSUED FOR PERMIT REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division PLAN UTILITY SYSTEMS SCALE: 1" = 80' ll'J'I]IE[I( R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 _80 1 =80 I O 80 160 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE UTILITY SYSTEMS AND KEY MAP PROJECT NUMBER: C00272C08 SHT. Or: DRAWING NUMBER: C50 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION EXISTING FENCE, TYP EXISTING UTILITY POLE HWD CONNECTION EXIST 18" DIA CI --A4+00 300 LANDFILL GAS MIGRATION STOP 117,LE CONSTRUCTION LIMITS, TYP 7— ..„, 34� PW��PW –A3+00 101 PLAN SECTION 35, TOWNSHIP 23N, RANGE 4E 1-5 RAMP FREE RECYCUNG AREA 4 \\ �—EXISTING EOP EXISTING DITCH EXISTING DRAINAGE DITCH EXISTING UG POWER PIPE TRENCH DETAIL, TYP _p1+00 EXISTING 8' DIA WATER 42+00 SCALE: 1" = 20'-0" 149 LF I N 102 EXISTING EOP 59 LF ROAD A 103 80 LF 290 260 250 240 –A4+00 EXISTING AND FINAL GRADE, "-- OVER PIPE O 0 15.625' HORIT BEND –A3+00 12" DI PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' –A2+00 –A1+00 20 0 20 40 1".20'-0" I — — 1 "=10'-0" Scale Feet csi 1:, C.) 3 W 270 N W Z_ J 260 2 A0+00 300 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDI11ON OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3, THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510–WATER UTILMES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES ® ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH HWD REQUIREMENTS. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, AND TESTED AND ONLY UNDER THE SUPERVISION OF HWD OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAILS 29 AND 30. CONNECT TO EXISTING HWD 18" DIA CI PIPE PER HWD STANDARD DETAIL 1. PROVIDE FLEXI–GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10. ® PROTECT EXISTING WATER LINE. ® RESTORE GRADE TD ORIGINAL ELEVATIONS. ® FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. ® REMOVE AND REINSTALL EXISTING FENCE AS REQUIRED FOR CONSTRUCTION. © RESTORE EXISTING DRAINAGE FEATURE TO ORIGINAL CONDITION AFTER CONSTRUCTION. PROVIDE TEMPORARY DRAINAGE REROUTING IF REQUIRED. 290 ® PROTECT EXISTING UTLITY. ® POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING 280 ELECTRICAL/COMMUNICATION CONDUIT(S). SUPPORT AND/OR RELOCATE ELECTRICAL CONDUIT AS REQUIRED FOR WATER PIPE INSTALLATION. COORDINATE WITH PROJECT REPRESENTATIVE. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. 10 5 0 250 240 10 20 ScaleFeet KEY MAP SCALE: NTS 41611N- 1,4 DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0�1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R14 1{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PRQIECT NUMBER: C00272C08 SHT. DRAWING NUMBER: C51 OF: ISSUED FOR PERMIT - NOT FOR CONSTRUCTION 1-5 RAMP SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP LANDFILL GAS MIGRATION STOP EXISTING EOP LEXISTING DITCH EXISTING UTILITY POLE -+� EXISTING 8"DIA 7 -WATER O3 CELL TOWER ACCESS ROAD EXISTING FENCE 320 104 40 LF EXISTING SCALE HOUSE: A1+00 1-�-SS rEXISTING EOP PROPERTY LINE, TYP A4+00 ROAD A Q 93 LF 105 94 LF PLAN SCALE: 1" = 20'-0" 106 44 LF 107 108 34 LF PIPE TRENCH DETAIL, TYP 133 LF 310 300 l r al 3 290 p W CO 1 W 280 W Z J t.. I- 270 270 260 250 A0+00 E 1 N c0 in U 12"0 DI A1+00 EXISTING AND FINAL GRADE, OVER PIPE A2+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' N c A3+00 1"=2C-0" 20 FINAL GRADE, OVER PIPE - 0 ti i GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILmES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPUCABLE TO THE SITE WATER SYSTEM DRAWINGS. 320 310 1 300 N V 0 G 290 W W d) 1 — Z 260 J Ix V Q 270 2 20 40 Scale Feet A4+00 260 250 10 5 0 10 20 1"=10'-0" Scale Feet KEYED NOTES Oj POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING CONDUIT(S) DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. O POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE PIPE. INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING STORM DRAINAGE PIPE DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. CD CD OD 10 11 12 PROTECT EXISTING WATER LINE. INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. INSTALL 2 -INCH BLOW OFF ASSEMBLY AT LOW POINT PER HWD STANDARD DETAIL 11. RESTORE GRADE TO ORIGINAL ELEVATIONS. FOR TIRE WASH AND TANK, SEE DWG G27. PROTECT EXISTING UTILITIES DURING INSTALLATION OF TIRE WASH. FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. EXISTING SANITARY SEWER LINE. CONTRACTOR TO DEItHMINE LOCATION, DIAMLILR, MATERIAL AND INVERT ELEVATION BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. EXISTING POWER LINE. CONTRACTOR TO DETERMINE LOCATION, CONDUIT(S), SIZE(S) AND DEPTH BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. TEMPORARILY RELOCATE EXISTING UTILITY POLE DURING CONSTRUCTION. SERVICE MUST BE MAINTAINED. REINSTALL AT COMPLETION OF CONSTRUCTION. COORDINATE WITH PROJECT REPRESENTATIVE. DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division llh!1]{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 SHT. OF: DRAWING NUMBER: C52 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION • 0. 1 310 300 290 280 285 SECTION 35, TOWNSHIP 23N, RANGE 4E PROPERTY LINE, TYP • —�oo..roi�v CONSTRUCTION LIMITS, TYP ''-----,__. PIPE TRENCH -1----� RETAINING WALLA DETAIL, TYP � Itar WIWZIMIVIIWIMMAI///I wMi tir a.��w_ Irwdral�sSION11513WAIM /// //I MIMI 7 A7+00A8+00 7 PW PW --- PW PW_pw--pW ---- PW0a --- PMS 28o_- i A9 PW-PWrPW- PW -PW x E If:2 ROAD A I z 8 LF -------- ----- — ---- — -- ___— _— ----------- RETAINING WALL B RETAINING WALL B E E E •,,=C ,. Baa -- EDGEF FOOTING 111===11s1 PLAN SCALE: 1" = 20' , 42 LF 334 LF E 89 LF 270 N 0 0 FINAL GRADE, OVER PIPE I3 310 300 13 290 12"0DI l TOE LJ 260 250 A5+00 A6+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' A7+00 A8 OD W W u W Z - I�270 280 A9+00 260 250 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510—WATER UTILRIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES Oj SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ® FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. ® END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI—GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 20 1"=20-0" 0 20 40 Scale Feet DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 01= 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE • PROJECT NUMBER: C00272C08 SHT. OF: DRAWING NUMBER: C53 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION 320 310 300 el▪ I CAG W =MOW , AY AY/ /I/ // 00 A10+00 P1V PW PW2Ro PW PW SU- SU LJ ® -MP 41 • 0 0 .0 A PW SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP . PROPERTY LINE, TYP EOP, TYP RETAINING WALL A 28 ACV/ AreilArff.darquonerffrogrmraffiffrosizardsounifromisprmsemaroommeourausasawirAguarearmw.res. ►t -►t A11+00 Al2+00 PW PW PW— PW— PW PW PW PW— PW— PW- PIPE TRENCH ROAD A DETAIL, TYP Nur SD SD SD A13+00 PW. PW PW- PW- PW —D w--- PW PW —PW 1 116 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER V AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. • 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. ROADCCL 115 LF RETAINING WALL F co,1 290 280 t!) 0 V w W w O Q w 5 LF 47 LF PLAN SCALE: 1" = 20'-0" 322 LF 16 LF 7 Lai zI J 270 V I A9+00 260 250 12"0 -0I 8"0 DI --1 A11+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' FINAL GRADE, OVER PIPE N O N Tw W m O WYE + 5.625' Al2+00 A13+00 J LJ 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10.SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 2 INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. O VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD 320 DETAIL 33. 310 1 300 ® FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. OS END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. W W t/) 280 IYU I V 270 2 260 250 A14+00 1"=10'-O" SCALE: NTS 10 5 0 Scale 10 20 Feet 20 0 20 40 1"=20 -0 Scale Feet DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division hiijIE[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 OF: DRAWING NUMBER: C54 z 1- 0 oC 1— 0 0 LL 1- 0 2 OC W fa_ 0 0W 2 .2 6 5 8 6 S 8 320 310 300 118 33 LF SECTION 35, TOWNSHIP 23N, RANGE 4E GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. RETAINING WALL C CONSTRUCTION LIMITS, TYP RETAINING WALL 0 SD-- SD--- SD PIPE TRENCH DETAIL, TYP RETAINING WALL A I \ Ifir\ 1/+� MATCH LINE • SEE DWG C54 l i PLAN 101 LF SCALE: 1" = 20'-0" 113 LF 120 181 LF • I. 01 C) 290 uj W V) w Z -J 2 . gI 270 M I 280 N 5'+11.25'. HO 0 J LA - 260 _ >; J 250 A14+00 A15+00 A16+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' cc j N FINAL GRADE, OVER PIPE V) 8"0 DI A17+00 n N w O w 0 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 320 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES O SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. (D END AND CAP PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ®FOR ELECTRICAL SYSTEM PLM, SEE DWG E12. 310 ®INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY METER. I� 300 C) I3 0 -- w 290 W V) W - J 280 Ig a Im 270 1 A18+00 260 250 10 5 0 10 20 1"=10'-0" 1 Scale Feet 20 0 20 40 1"=20 -0 Feet Scale DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION IM King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 000272C08 SW. OF: DRAWING NUMBER: C55 z 0 L.L 1- z 0 0 LL 0 1 -- z W LL 0 C J LZ Q a 0 8 3 Q 2 3 2 E i s 1 ' CONSTRUCTION LIMITS, TYP 7-CONSTRUCT10N 1IMTTS TIE BACK TYP -- -- RETAINING WALL C SECTION 35, TOWNSHIP 23N, RANGE 4E _ \— PROPERTY -LINE, TYP =240 / ro�aMCIOMVearertirn�iitn€� i, ro arAgiaaomvJEWANDWIIM 9aOMMII A�°M°°r eW rnM \ PW \ pw_� PW •►� t 300 290 280 c4, css 45 LF TIE BACK ANCHOR WALL — 234 LF PLAN 65 SCALE: 1" = 20'-0" _,/ 38 LF PIPE TRENCH DETAIL, TYP I t{y 31 IO 270 W W V) W z 260 J 'r a zI 250 240 230 FINAL GRADE, OVER PIPE 11E BACK - ANCHOR WALL (BEHIND) 0 4, W (11 e r w 0 0 LA - A19+00 A19+00 A20+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' A21+00 A22+00 300 290 280 270 260 250 240 230 GENERAL. NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE APWA STANDARDS SPECIF1CATIONS, AND APPLICABLE LOCAL STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C41 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510–WATER UTILITIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES O SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 2 INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY METER. O3 VALVE BOX SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ® END AND CAP PIPE. USE FLEXI–GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. O FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. 1"=10'-0" I 10 5 0 10 20 Feet Scale 20 0 20 40 1"=20.-0" t — Feet Scale DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 000272008 DRAWING NUMBER: C56 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION 2 2 SITE WATER SYSTEM GENERAL NOTES 1. COMPLY WITH HWD DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM. 2. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES. 3. VERIFY ALL EXISTING UTIUTIES IN THE FIELD. SEE GENERAL NOTE 1 ON DWG G15 -GENERAL NOTES AND PROJECT AREA BOUNDARY. POTHOLING IS REQUIRED AT ANY CONNECTIONS TO EXISTING PIPES AND AT LOCATIONS WHERE UTILITIES CROSS. 4. NOTIFY HIGHLINE WATER DISTRICT (HWD) A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS, AND FOR ANY RESTARTS OF WORK. HWD AND/OR THEIR DESIGNATED ENGINEER OR REPRESENTATIVE WILL PERFORM CONSTRUCTION INSPECTION. 5. NOTIFY HWD A MINIMUM OF 72 HOURS (3 WORKING DAYS) PRIOR TO CONNECTING TO EXISTING MAINS OR INSTALLING TAPPING TEES. • ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF HWD. *NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. •ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HWD OR PERFORMED BY THE DISTRICT. •ONLY HWD PERSONNEL WILL OPERATE HWD VALVES. • PARTS MUST BE ONSITE AND INSPECTED BY HWD PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 6. CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR HWD INSPECTION A MINIMUM OF 72 HRS (3 WORKING DAYS) PRIOR TO CONSTRUCTION, WITH 25 -FOOT STAKES ON CURVES. 7. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL INSTALLATION IS ACCEPTABLE TO HWD INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE UNES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCHLIST. 8. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LNE TAPS. 10. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HWD REQUIREMENTS. 11. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 OR BETTER, NO EQUAL. 12. ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL. 13. ALL HYDRANTS SHALL BE PER HWD STANDARD DETAIL 9. 14. ALL COUPLINGS SHALL BE ROMAC 501, OR APPROVED EQUAL. 15. COORDINATE TEMPORARY METER LOCATIONS WITH HWD AUTHORIZED REPRESENTATIVE. 16. ALL WATER PIPING 4 INCHES IN DIAMETER OR LARGER SHALL BE INSPECTED BY HWD PRIOR TO BACKFILLING. 17. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HWD FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 18. SEPARATION FROM WATER LINES SHALL BE 10 FOOT HORIZONTAL FOR SANITARY SEWER, 5 FOOT HORIZONTAL FOR ALL OTHER UTILITIES. 18 INCH VERTICAL CLEARANCE FOR SANITARY, 6 INCH VERTICAL CLEARANCE FOR ALL OTHER UTIUTIES. 19. ADJUST ALL VALVE BOXES TO BE FLUSH WITH FINAL GRADE AFTER ASPHALT PAVING. 20. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPUCABLE TO THE SITE WATER SYSTEM DRAWINGS. MINIMUM AREA OF LEVEL GROUND SURFACE SUBGRADE GRAVEL BACKFILL FOR DRAINS DETECTABLE MARKING TAPE CDF NEAT LINE oOo noC0�o0 �o�oop OV000°,oe J,Ao OO°� I c�rc^i Oo� O ofn�� I o io 12"MIN - 18" MAX NOTE: 1. CDF LAYER TRENCH LENGTH SHALL BE 1 FOOT. DETAIL LANDFILL GAS MIGRATION STOP SCALE: NTS DETAIL FIRE HYDRANT CLEARANCE SCALE: NTS ELEVATION DESIGNED BC DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division llI/1{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCIJNG AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM NOTES AND DETAILS PROJECT NUMBER: 000272C08 SHT. OF: DRAWING NUMBER: C57 z 0 U 1- z 0 U 0 L 1- 0 z a_ 0 W 0) A E 2 0 I F i FLANGE ADAPTER (RJxFL) CAP (RJ) DETAIL TEE (FLxFLxFL) VALVE (FLxRJ) 110, 111, AND 112 FITTING SCHEMATI SCALE: NTS TEE (RJxRJxFL) DETAIL VALVE (FLxRJ) CAP (RJ) 114 FITTING SCHEMATIC SCALE: NTS WYE (FLxFLxFL) FLANGE ADAPTER (RJxFL) DETAIL y�-(-- 5.625' Y/_ BEND (FLxFL) VALVE (FLxRJ) 116 FITTING SCHEMATIC SCALE: NTS TEE (FLxFLxFL) VALVE (FLxRJ) DETAIL FLANGE ADAPTER (RJxFL) 113 FITTING SCHEMATIC SCALE: NTS TEE (FLxFLxFL) 11�/I-- VALVE (FLxRJ) CAP (RJ) CAP (RJ) REDUCER (FLxFL) C DETAIL 115 FITTING SCHEMATIC SCALE: NTS FLANGE ADAPTER (RJxFL) f VALVE (FLxRJ) TEE (FLxFLxFL) 0 VALVE (FLxRJ) NOTE: 1. FHA PER HWD STANDARD DETAIL 9. DETAIL 118, 120, AND 123 FITTING SCHEMAT SCALE: NTS SITE WATER SYSTEM VALVE & FITTINGS SCHEDULE • 100 SERIES ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 100 - CONNECTION TO HWD 18• DIA CI -A4+22.45 68.24' LT 101 12 12 22.5' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) -A2+99.74 30.08' LT 102 12 5.625' DI BEND (RJXRJ) -A1+44.07 30.46' LT 103 12 5.625' DI BEND (RJXRJ) -A0+82.73 30.89' LT 104 12 5.625' DI BEND (RJXRJ) 0+41.44 31.29' LT HIGH POINT* 12 5.625' DI BEND (RJXRJ) A1+11.44 26.95' LT 2 COMBINATION AIR VALVE 105 12 11.25' + 5.625' DI BENDS (FLXFL) A1+26.63 29.15' LT 12 2 - FLANGE ADAPTERS (RJXFL) 106 12 11.25' DI BEND (RJXRJ) A2+13.57 24.82' LT 107 12 12 22.5' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) A2+55.20 23.19' LT 108 12 45' DI BEND (RJXRJ) 2+83.99 4.55' LT LOW POINT* 12 5.625' DI BEND (RJXRJ) A3+76.16 7.37' LT 2 BLOW OFF ASSEMBLY 109 12 5.625' DI BEND (RJXRJ) A4+28.24 3.73' LT 110 12X12X8 DI TEE (FLXFLXFL) A4+69.63 4.45' LT 12FLANGE ADAPTER (RJXFL) ,8 8 GATE VALVE (FLXRJ) 1 GATE VALVE (FLXRJ) e CAP (RJ) 111 12X 12X4 DI TEE (FLXFLXFL) A4+76.64 4.58 LT 12FLANGE ADAPTER (RJXFL) 14 VALVE (FLXRJ) 1 e 4 GATE GATE VALVE (FLXRJ) CAP (RJ) 112 12X12X8 DI TEE (FLXFLXFL) AB+10.87 5.59' LT 12GLAEGV 12 ADAPTER (RJXFL) e GATE VALVE (FLXRJ) 1 8 GATE VALVE (FLXRJ) CAP (RJ) HIGH POINT* - 2'± DEFLECTION A9+58.58 5.68' LT 2 COMBINATION AIR VALVE 113 12X12X8 DI TEE (FLXFLXFL) A10+15.38 6.15' LT 12GLAEGV ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) e GATE VALVE (FLXRJ) B CAP (RJ) 114 12X12X8 DI TEE (RJ XRJXFL) A10+20.38 6.16' LT 12 2 - FLANGE ADAPTERS (RJXFL) 8 GATE VALVE (FLXRJ) 0 CAP (RJ) 115 12X12X4 DI TEE (FL(FLXFL) A10+66.95 6.29' LT 12X8 REDUCER (FLXFL) 12 GATE VALVE (FLXRJ) 8 GATE VALVE (FLXRJ) e 4 GATE VALVE (FLXRJ) 4 CAP (RJ) 116 8 45' DI WYE (FLXFLXFL) A13+88.53 11.29' IT 8 5.625' DI BEND (FLXFL) 8 2 - FLANGE ADAPTERS (RJXFL) 8GATE VALVE (FLXRJ) 117 8 CAP (RJ) A14+35.34 23.67' LT 118 8X8X6 DI TEE (FLXFLXFL) A14+30.19 28.62' RT 8 FLANGE ADAPTER (RJXFL) 8 GATE VALVE (FLXRJ) 6 e 6 - GATE VALVE (FLXRJ) FHA 119 8 8 45' + 11.25' DI BENDS (FL(FL) 2 - FLANGE ADAPTERS (RJXFL) A15+49.42 0.56' RT SITE WATER SYSTEM VALVE & FITTINGS SCHEDULE • 100 SERIES ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 120 8X8X6 8 8 _ DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) 6 GATE VALVE (FLXRJ) FHA A16+61.95 2.26' LT 121 8 45' DI BEND (RJxRJ) A18+40.01 10.69' LT 122 8 22.5' + 5.625' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) A19+12.11 7.50' LT 123 8X8X6 8 8 DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) GATE VALVE (FLXRJ) A21+37.19 4.67' LT GATE VALVE (FLXRJ) ED FHA 124 8 CAP (RJ) A21+73.87 8.03' LT NOTE: ALL PIPE FITTINGS SHALL BE RESTRAINED JOINT EXCEPT AS OTHERWISE NOTED ON THE SCHEDULE. * DURING CONSTRUCTION, HIGH AND LOW POINTS MAY NOT OCCUR AT EXACT LOCATION SHOWN ON PROFILE (DWGS C51 THRU C56). INSTALL EQUIPMENT INDICATED AT TRUE HIGH AND LOW POINTS. DESIGNED BC DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" D 9/10/08 IKS KRH ISSUED FOR PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM SCHEDULE PROJECT NUMBER: C00272C08 SHE OF: DRAWING NUMBER: C58 z 0 z 0 U 0 LL 0 1-- z LL 0 v) JOB \OTPS: THIS JOB INVOLVES INSTALLING A NEW FIRE ALARM SYSTEM IN A NEW EMPLOYEE FACILITY TO BE USED AT THE DUMP FOR KING COUNTY SOLID WASTE ON ORILLA ROAD. PLEASE REFER TO THE RISER DIAGRAM FOR QUANTITIES OF DEVICES. -IHE FIRE PANEL IS TO BE LOCATED IN THE MAIN SECTION OF THE WORK AEA IN THE SHACK. PLEASE NOTE _THAT RADIONICS PANEL TO. BE SUPPLIED BY KING COUNTY. -ALSO NOTE THAT THERE IS 8 EXISTING FLAME DETECTORS CURRENTLY OUT IN THE DUMPING AREA UNDER THE COVERED UNLOADING AREA THAT WILL NOT BE MOVED/ALTERED. I\ STALLATIO• \. — 100CD CEILING MOUNT HORN STROBES TO BE INSTALLED ON THE CEILING. —75CD STROBE ONLY & 110CD HORN STROBES WILL B= INSTALLED 80" FROM THE BOTTOM OF THE BOX TO THE FLOOR. — PULL STATIONS WILL BE INSTALLED 48" FROM TOP OF THE BOX TO THE FLOOR. — 135 TEMP. FIXED & RATE—OF—RISE HEATS TO BE INSTALLED ON THE CEILING. — SMOKE DETECTORS TO BE INSTALLED ON THE CEILING — OUTSIDE HORN STROBES WILL BE INSTALLED ON FRONT OF SHACK IN CLEAR VIEW. liKr ALAKM MONITORING AVAILABLE fiY: rKO-COMM (+25) 77+-9099 1--SQo-77-4�Ja99 m O r P X3 m O 1 DH X2 X2 0 m 0 r - 'EXISTING FLAME DETECTORS TO REMAIN X8 WHERE THEY ARE. m 0 r (13NVd lv 3>io1NS) FACP FIRE PANEL LOCATED IN WORK AREA *REMOTE ANNUNCIATOR LOCATED ABOVE FIRE PANEL SYMBOL DESCRIPTION FACP AL400 -� EOLR D HI ©1 P RADIONICS 7212 FIRE PANEL ALTRONIX POWER SUPPLY --REMOTE-ANNUNCIATOR - END OF LINE RESISTOR SMOKE DETECTOR 135 FIXED TEMP. HEAT DETECTOR 135 RATE -OF -RISE TEMP. HEAT DETECTOR -110CD HORN -STROBE 75CD 75CD HORN STROBE 100CD CEILING MOUNT HORN STROBE PULL STATION 75CD STROBE ONLY PRO—COMM PROJ. SCALEHOUSE SCALE: —114"=- \.. , -- EXISTING "PYROTECTOR" FLAME DETECTORS EOLR-VAH X8 EXISTING FLAME DETECTORS TO REMAIN IN PLACE OUT UNDER COVERED DUMPING AREA. PULL LOCATED ON GROUND FLOOR. DN P WALKWAY SHO�R R0�3A4 H EOLR WORK/LUNCH ROOM EOLR DN P LOCKER ROOM SCALEHOUSE EMPLOYEE FACILITY FLOOR PLAN SCALE: 1/4"=1'-0" FILE ❑ 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter iS c; reinslons .a tip- ., �� Cs [.iiv„-,q;1t wr wij vtU` a i,s acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: NOTICE A completed, signed, Tukwila faire Department Pre. -tent Certificate must e ny F i$ e Aare. and Detection Systems. Failure of test will result in $40 Re- javeaticacTieennEktairmination of the H Ut A'6 DOOR H A By: S (� TUMILA FIRE DEPARTMEN`t. Please call: 575-4407 and give this job No. OZ - F— (31 :and exact address for shut. down or restoration approval. 48" W 80" V CEILING ALL 110CD HS. 75CD HS 80" FROM THE FLOOR PULLS 48" FROM THE FLOOR FLOOR PROJECT ADDRESS r 0 w J 0 0 10 SUBMITTAL J I 1 I r Th C 7 c C I C REFERENCE RELEASE DATE: 5/30/02 SHEET NUMBER 1 OF J VICI\JTY VA D ,INI___,' ' S5 1Isms,. A. ^ - �s , --/IA * PAVILION M<LL �_IWZIA -43� `N 192N01. ' y ieo^' '' 4 s / D O82NDS Um . ,,, s 94TH' ST I - ST TH 5600 S . 180T cal a 35 x j j \ `AS 0 (i . "\ a\ _ �I RIVERS\t E 0 5 ^ - 5 _ 18157 Si 182ND sTy/ L :1 • S -SPRINGBROOK GREENBELT -=-;- 16TH ST S 1:- ST `: RIDGE K TYEE PARK 3 a E � H$ ► - o_s .e�'' / Sf `' �f , ,��h _. 7' Jw y4�i ��� -�-� PAR r; : TODD , � BLVD -' Or a 9 av ci ^ • ,. o c S lc'51j -- - I ST 5 184TH ST in H a200r .:' �0c ST >/f /��. S se an - -- --- �� \ a - . BRISCO ..: PARK _ - �R1 ST _ : S 188T i g cn ST -- S 188TH ST • S 1 — 190TH _ S 190TH 6aoo — ST a" n �'�° ' - T23N .., H -vi. 192NDSTx - - - S f11 194TH e196 QI �.- 7 $T :_::: s ° Sw st /h S ST �1�1 ... % --- - 8 5600 ----- - --- - g �1 $ 2 00TH ST ` 1�� °: 1--�" SI 7600 .. 5' F 3' g S 200TH 5 m Q ._ 202ND '^ Q-� 204TH ST SAINT PATRICKS CEMETERY `` ; - N 206TH ST S i ' F 208TH ST S 209TH x Qc ~I L. °moo—_ ;212TH ; Wrilei=1 5700 . HDMECOURT • , I I JOB \OTPS: THIS JOB INVOLVES INSTALLING A NEW FIRE ALARM SYSTEM IN A NEW EMPLOYEE FACILITY TO BE USED AT THE DUMP FOR KING COUNTY SOLID WASTE ON ORILLA ROAD. PLEASE REFER TO THE RISER DIAGRAM FOR QUANTITIES OF DEVICES. -IHE FIRE PANEL IS TO BE LOCATED IN THE MAIN SECTION OF THE WORK AEA IN THE SHACK. PLEASE NOTE _THAT RADIONICS PANEL TO. BE SUPPLIED BY KING COUNTY. -ALSO NOTE THAT THERE IS 8 EXISTING FLAME DETECTORS CURRENTLY OUT IN THE DUMPING AREA UNDER THE COVERED UNLOADING AREA THAT WILL NOT BE MOVED/ALTERED. I\ STALLATIO• \. — 100CD CEILING MOUNT HORN STROBES TO BE INSTALLED ON THE CEILING. —75CD STROBE ONLY & 110CD HORN STROBES WILL B= INSTALLED 80" FROM THE BOTTOM OF THE BOX TO THE FLOOR. — PULL STATIONS WILL BE INSTALLED 48" FROM TOP OF THE BOX TO THE FLOOR. — 135 TEMP. FIXED & RATE—OF—RISE HEATS TO BE INSTALLED ON THE CEILING. — SMOKE DETECTORS TO BE INSTALLED ON THE CEILING — OUTSIDE HORN STROBES WILL BE INSTALLED ON FRONT OF SHACK IN CLEAR VIEW. liKr ALAKM MONITORING AVAILABLE fiY: rKO-COMM (+25) 77+-9099 1--SQo-77-4�Ja99 m O r P X3 m O 1 DH X2 X2 0 m 0 r - 'EXISTING FLAME DETECTORS TO REMAIN X8 WHERE THEY ARE. m 0 r (13NVd lv 3>io1NS) FACP FIRE PANEL LOCATED IN WORK AREA *REMOTE ANNUNCIATOR LOCATED ABOVE FIRE PANEL SYMBOL DESCRIPTION FACP AL400 -� EOLR D HI ©1 P RADIONICS 7212 FIRE PANEL ALTRONIX POWER SUPPLY --REMOTE-ANNUNCIATOR - END OF LINE RESISTOR SMOKE DETECTOR 135 FIXED TEMP. HEAT DETECTOR 135 RATE -OF -RISE TEMP. HEAT DETECTOR -110CD HORN -STROBE 75CD 75CD HORN STROBE 100CD CEILING MOUNT HORN STROBE PULL STATION 75CD STROBE ONLY PRO—COMM PROJ. SCALEHOUSE SCALE: —114"=- \.. , -- EXISTING "PYROTECTOR" FLAME DETECTORS EOLR-VAH X8 EXISTING FLAME DETECTORS TO REMAIN IN PLACE OUT UNDER COVERED DUMPING AREA. PULL LOCATED ON GROUND FLOOR. DN P WALKWAY SHO�R R0�3A4 H EOLR WORK/LUNCH ROOM EOLR DN P LOCKER ROOM SCALEHOUSE EMPLOYEE FACILITY FLOOR PLAN SCALE: 1/4"=1'-0" FILE ❑ 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter iS c; reinslons .a tip- ., �� Cs [.iiv„-,q;1t wr wij vtU` a i,s acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: NOTICE A completed, signed, Tukwila faire Department Pre. -tent Certificate must e ny F i$ e Aare. and Detection Systems. Failure of test will result in $40 Re- javeaticacTieennEktairmination of the H Ut A'6 DOOR H A By: S (� TUMILA FIRE DEPARTMEN`t. Please call: 575-4407 and give this job No. OZ - F— (31 :and exact address for shut. down or restoration approval. 48" W 80" V CEILING ALL 110CD HS. 75CD HS 80" FROM THE FLOOR PULLS 48" FROM THE FLOOR FLOOR PROJECT ADDRESS r 0 w J 0 0 10 SUBMITTAL J I 1 I r Th C 7 c C I C REFERENCE RELEASE DATE: 5/30/02 SHEET NUMBER 1 OF J P ltidik.WJINLMW.tlINII,h1) VC\TY VA JOB \OTIS: THIS JOB INVOLVES INSTALLING A NEW. FIRE ALARM SYSTEM IN A NEW SINGLE—WIDE TRAILER TO BE USED AS A SCALEHOUSE FOR KING COUNTY SOLID WASTE ON ORILLA ROAD. PLEASE REFER TO THE RISER DIAGRAM FOR QUANTITIES OF DEVICES. THE FIRE PANEL IS TO BE LOCATED IN THE: REAR OF THE TRAILER IN THE ELECTRICAL ROOM (WHICH IS NOT ENCLOSED AS A SEPERATE ROOM1. THE FIRE PANEL WILL ALSO ACT AS THE SECURITY PANEL. \STALLATIO\ -75CD STROBE ONLY & 110CD HORN STROBES WILD BE INSTALLED 80" FROM THE BOTTOM OF THE BOX; TO THE FLOOR. —PULL STATIONS WILL BE INSTALLED 48" FROM TOP OF THE BOX TO THE FLOOR. — 135 TEMP. FIXED & RATE—OF—RISE HEATS TO BE INSTALLED ON THE CEILING. — SMOKE DETECTORS TO BE INSTALLED ON THE CEILING — OUTSIDE BELL STROBE WILL BE INSTALLED ON FRONT OF TRAILER IN CLEAR VIEW. m 0 r SYMBOL DESCRIPTION FACP -1\f‘- EOLR B m 0 r P P P FACP (l3NVd 1'd 3>io1,1S) FIRE PANEL LOCATED IN ELECTRICAL' ROOM • DHS �©1 RADIONICS 7212 FIRE PANEL END OF LINE RESISTOR PRO -COMM PROJ. SCALEHOUSE SMOKE DETECTOR 135 FIXED TEMP. HEAT DETECTOR 135 RATE—OF—RISE TEMP. HEAT DETECTOR 110CD HORN STROBE 75CD HORN STROBE PULL STATION SCALE: /411=11-0" 4„-1 1-0„ \ OUTSIDE BELL STROBE 75CD STROBE ONLY CONTROL ROOM EOLR RESTROOM SCALEHOUSE FLOOR PLAN 0 KITCHEN HALL FACP EOLR ELECT. ROOM SCALE: 1 14'=1'-0" ACCEPTED Without Comments As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureaµ Date: S / q ��' By: ll( BUILDING CROSS SECTION SMOKE DETECTOR ON CEILING TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0.-2- F c 9 E3 and exact address for shut. down or restoration approval. U DOOR 1(20 48" 80" CEILING ALL 110CD HS. 75CD HS 80" FROM THE FLOOR PULLS 48" FROM THE FLOOR PROJECT ADDRESS 0 } W 1- Q 0 REVISIONS W J CO tn CD. V) w J N O 10 SUBMITTAL l v U ti tic c O 0 a. r 1 i 1 Cf) C 1 r n- 0 REFERENCE RELEASE DATE: 5/1 /02 SHEET NUMBER FLOOR F, OF LE 1E1 MAY 2 2002 FIRI- ALAR vo\iToi\G AVAILABLE BY: SRO -COV (425) 774-9099 V 1-800-774-9099 m 0 r SYMBOL DESCRIPTION FACP -1\f‘- EOLR B m 0 r P P P FACP (l3NVd 1'd 3>io1,1S) FIRE PANEL LOCATED IN ELECTRICAL' ROOM • DHS �©1 RADIONICS 7212 FIRE PANEL END OF LINE RESISTOR PRO -COMM PROJ. SCALEHOUSE SMOKE DETECTOR 135 FIXED TEMP. HEAT DETECTOR 135 RATE—OF—RISE TEMP. HEAT DETECTOR 110CD HORN STROBE 75CD HORN STROBE PULL STATION SCALE: /411=11-0" 4„-1 1-0„ \ OUTSIDE BELL STROBE 75CD STROBE ONLY CONTROL ROOM EOLR RESTROOM SCALEHOUSE FLOOR PLAN 0 KITCHEN HALL FACP EOLR ELECT. ROOM SCALE: 1 14'=1'-0" ACCEPTED Without Comments As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureaµ Date: S / q ��' By: ll( BUILDING CROSS SECTION SMOKE DETECTOR ON CEILING TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0.-2- F c 9 E3 and exact address for shut. down or restoration approval. U DOOR 1(20 48" 80" CEILING ALL 110CD HS. 75CD HS 80" FROM THE FLOOR PULLS 48" FROM THE FLOOR PROJECT ADDRESS 0 } W 1- Q 0 REVISIONS W J CO tn CD. V) w J N O 10 SUBMITTAL l v U ti tic c O 0 a. r 1 i 1 Cf) C 1 r n- 0 REFERENCE RELEASE DATE: 5/1 /02 SHEET NUMBER FLOOR F, OF LE 1E1 MAY 2 2002