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HomeMy WebLinkAboutzW-2953SetCITY of WATER RENTO\, WASHINGTON PROJECT N0. WTR -27 -2953 rl1 PROVEMENTS WATER TREATMENT AND GOLF COURSE IM These record drawings have been prepared basea upon information contained in addenda, change orders, or ECONOMIC AND ENGINEERING SERVICES, INC. 10900 4TH ST. NE., SUITE 1110 BELLEVUE, WASHINGTON 98005 Keened (J @IIICS ,@I'} C ®PISU1lL�I1tS 32001 32nd Ave. S., Suite 100 Federal Way Washington 98001 other available construction information, and information provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or completeness of these record 8rawings. Users of this information shall be solely responsible to verify any and ul' information .represented herein prior to any such use of the information: -2 9 3A2 - P:\ U1 /USS \I,J.U_UAU_Urawings \KtIUKU uwli.J \uenera\L versnc wg PLOT: - DATE: f5 SCANNED OCT 27- -2006 "0 FE"L L 2 0,3 X'%J, FR_ co LO N s\ N �N G 0 8 7 A B I C LOCATION MAP o 714 112 1 I � � SCAM IN MILES 6 VICINITY MAP 5 4 3 Pa i 3 3 0 a st A tktst SF- St t Map Renton 1 e V Maplewood Golf Course ale yh 169 SE Rento o a Maple Volley Rd s N D I E I E I G I N I I I U I K LIST OF DRAWINGS COVER SHEET NETTING STRUCTURAL == I -405 LAKE WASHINGTON =' N1 POLE /NETTING PLAN L.AP1'EW111 J.D. WILSON N2' NETTING ELEVATIONS & SECTIONS R TREATMENT 5 RENTON a gRyj4 0 �OJ 3 FACILITY 169 -405 c W PROCESS FLOW SCHEMATIC N4 DETAILS 6 VICINITY MAP 5 4 3 Pa i 3 3 0 a st A tktst SF- St t Map Renton 1 e V Maplewood Golf Course ale yh 169 SE Rento o a Maple Volley Rd s N D I E I E I G I N I I I U I K LIST OF DRAWINGS COVER SHEET NETTING STRUCTURAL GENERAL N1 POLE /NETTING PLAN CITY OF RENTON J.D. WILSON N2' NETTING ELEVATIONS & SECTIONS G1 VICINITY MAP, LOCATION MAP AND DRAWING INDEX N3 DETAILS & NOTES G2 PROCESS FLOW SCHEMATIC N4 DETAILS CIVIL GREG'PIERSON' ARCHITECTURAL (425)452- 8100" Cl STANDARD CIVIL LEGENDS Al GENERAL NOTES AND ABBREVIATIONS C2 SITE ORIENTATION PLAN A2 TREATMENT FACILITIY GROUND- FLOOR PLAN C3 EXISTING SITE FEATURES A3 TREATMENT FACILITY EXTERIOR ELEVATIONS — SHEET 1 C4 FINISHED SITE FEATURES 1 OF 2 A4 TREATMENT FACILITY EXTERIOR ELEVATIONS — SHEET 2 C5 FINISHED SITE FEATURES 2 OF 2 A5 TREATMENT FACILITIY ENLARGED PLAN AND BUILDING SECTIONS C6 SITE ACCESS PLAN 1 OF 2 A6 TREATMENT FACILITIY WALL SECTIONS & DETAILS C7 SITE ACCESS PLAN 2 OF 2 A7 TREATMENT FACILITIY DOOR SCHEDULE, FINISH SCHEDULE & DOOR DETAILS C8 TEMPORARY EROSION AND SEDIMENT CONTROL A8 TREATMENT FACILITY ENLARGED ELEVATIONS, & MISC. DETAILS C9 EROSION CONTROL NOTES A9 TREATMENT FACILITY MISC.: DETAILS C10 EROSION CONTROL DETAILS 1 OF 2 A10 TREATMENT FACILITY WALL TYPES C1 i EROSION CONTROL DETAILS 2 OF 2 C12 DEMOLITION PLAN 1 OF 2 STRUCTURAL C13 DEMOLITION PLAN 2 OF 2 C14 EXCAVATION PLAN 1 OF 4 S1 STRUCTURAL GENERAL NOTES, ABBREVIATIONS AND STANDARD DETAILS C15 EXCAVATION PLAN 2 OF 4 S2 STRUCTURAL REINFORCED CONCRETE NOTES AND STANDARD DETAILS C16 PRE —LOAD EXCAVATION PLAN 3 OF 4 S3 STRUCTURAL REINFORCED CONCRETE MASONRY UNIT AND STANDARD DETAILS C17 EXCAVATION PLAN 4 OF 4 S4 STRUCTURAL FOUNDATION PLAN C18 EXCAVATION SECTIONS AND DETAILS S5 STRUCTURAL GROUND FLOOR PLAN AND SECTIONS C19 YARD PIPING OVERVIEW S6 STRUCTURAL ROOF FRAMING PLAN C20 UTILITY DETAILS 1 OF 2 S7 STRUCTURAL FOUNDATION SECTIONS C21 UTILITY DETAILS 2 OF 2 S8 STRUCTURAL FOUNDATION SECTIONS C22 STORM PIPING OVERVIEW S9 STRUCTURAL FOUNDATION SECTIONS AND DETAILS C23 STORM MANHOLE #1 — OUTFALL S10 STRUCTURAL MASONRY SECTIONS AND DETAILS C24 AIR GAP #1 — STORM MANHOLE #3 Sll STRUCTURAL ROOF SECTIONS AND DETAILS C25 CB #5 — STORM VAULT I, CB #6 — S12 STRUCTURAL PIPE SUPPORT RACK SECTIONS AND DETAILS STORM VAULT II, CB #1 — STORM VAULT 1 S13 STRUCTURAL PIPE SUPPORTS PLAN, SECTIONS AND DETAILS C26 STORMWATER VAULT I AND II S1'4 STRUCTURAL MONORAIL AND PIPE SUPPORT PLAN, SECTIONS AND DETAILS C27 STORM VAULT DETAILS C28 STORM DETAILS 1 OF 2 MECHANICAL C29 STORM DETAILS 2 OF 2 .41 P.4E I,^CHED SYMBOLS, LEGENDS AND ABBREVIATIONS U-30 C31 SAiviTARY SLYvER PLAN SANITARY SEWER DETAILS M2 PIPE SCHEDULE E C32 WATER PIPING OVERVIEW M3 PARTIAL PLAN @ GREENSAND FILTRATION C33 WELL 11 AND 17 SUPPLY PLAN M4 PARTIAL PLAN' @ GAC FILTRATION C34 WELL 12 SUPPLY AND BCW PLAN M5" SECTION B LOOKING O SOUTH WALL- FILTRATION BUILDING C35 LOCAL WATERMAIN UPGRADES MIS SECTION C LOOKING NORTH @ GAC / GS VESSELS C36 565/196 ZONE PRV M7 SECTION D LOOKING EAST @ GS VESSEL PIPING C37 EXISTING OVERFLOW MODIFICATIONS M8 SECTION A LOOKING WEST Q GAC VESSEL PIPING C38 WATER DETAILS 1 OF 2 M9 SECTION F LOOKING @ WEST WALL - FILTRATION ROOM C39 WATER DETAILS 2 OF 2 M10 PARTIAL PLAN ® BACKWASH PUMPS C40 CHEMICAL CONVEYANCE /CONTAINMENT SYSTEM Mll M12 SECTIONS E AND E1 @ BACKWASH PUMPING AREA PARTIAL PLAN AND SECTION @ GAG FILTRATION AND UTILITY ENTRY AREA C41 CHEMICAL CONTAINMENT DETAILS M13 PARTIAL PLAN AND SECTION © AIR SCOUR BLOWER, C42 ROAD /PARKING OVERVIEW ELECTRICAL AND CONTROL ROOMS - C43 RETAINING WALL PLAN M14 PARTIAL PLAN' @ RAW WATER MANIFOLD AND LOW LIFT PUMP ROOM C44 RETAINING WALL DETAILS M16 SECTIONS AND H C45 ROAD ALIGNMENT PLAN AND PROFILE 0 +00 — 14 +20 M17 J SECTIONS J AND K C46 ROAD ALIGNMENT PLAN AND PROFILE 14 +20.00 — 18 +57.50 M17 - .PARTIAL PLAN - ® HYPOCHLORITE FEED AND 'WATER SUPPLY ROOMS C47 ROAD SECTIONS /D TKLS M18 . SECTIONS M THROUGH' CHEMICAL FEED ROOMS C48 ROAD SECTIONS /DETAILS M18.1 SECTIONS L & N THROUGH HYPOCHLORITE FEED ROOM C49 MISCELLANEOUS IMPROVEMENTS M19 PARTIAL PLAN` @ HYPOCHLORITE STORAGE TANK VAULTS C50 LANDSCAPING PLAN M20 SECTIONS P AND Q @' HYPOCHLORITE' STORAGE VAULTS C51 IRRIGATION RESTORATION M21 PARTIAL PLANS @ EXISTING BOOSTER BUILDING DISTRIBUTION HEADER ROOM C52 IRRIGATION DETAILS M22 SECTIONS R AND S C53 LANDSCAPE DETAILS M23 EXISTING BOOSTER BUILDING - ACID /BASE EQUIPMENT REMOVAL PLAN AND C54 MISCELLANEOUS DETAILS 1 OF 2 SECTION C55 MISCELLANEOUS DETAILS 2 OF 2 M24 EXISTING BOOSTER BUILDING— CHLORINATION EQUIPMENT MODIFICATION PLAN AND SECTIONS M25 FILTRATION BUILDING HVAC SCHEMATIC M25.1 HVAC EQUIPMENT SCHEDULE CONSTRUCTION RECORD DRAWING NOTICE M26 FILTRATION BUILDING HVAC PLAN M27 FILTRATION BUILDING. WATER SUPPLY, WATER SYSTEM SCHEMATIC AND SAMPLE These record drawings have been prepared based upon information contained in addenda, change orders, or . STATION DETAILS other available construction information, and information M28 FILTRATION BUILDING PLUMBING PLAN provided by the Contractor, and by others. HDR has not M29 PIPE SUPPORT DETAILS verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or M30 FLOOR AND WALL PIPE PENETRATIONS completeness of these record drawings. Users of this M31 MECHANICAL DETAILS information shall be solely responsible to verify any one ®� ��� oll information represented herein prior to any such use of the information. 0 ISSUED FOR BID RB / /US Gl NO. REVISION BY DATE APPR A B C D AF GP L M I N 0 1 P INSTRUMENTATION 11 P &ID LEGEND 12 WELL SUPPLY AND AERATION 13 GAC SYSTEM 14 MANGANESE FILTER SYSTEM 15 BACKWASH HANDLING SYSTEM, CHLORINE CONTACT CHAMBER 16 AERATION SYTEM, CLEARWELL AND HIGH LIFT PUMP SYSTEM 17 AIR SCOUR, FIRE ALARM, AND SECURITY ALARM SYSTEMS c 18 HYPOCHLORITE STORAGE AND TRANSFER 19 HYPOCHLORITE METERING SYSTEM 110 FLUORIDE SYSTEM 111 POLYPHOSPHATE SYSTEM 112 WATER SAMPLE SYSTEM 113 SCADA BLOCK DIAGRAM 114 CONTROL PANEL 2 CABINET PRESENTATION 115 CONTROL "PANEL 2 CABINET DETAILS 116 MODIFICATIONS TO EXISTING 'CONTROL PANEL 1 117 INSTRUMENTATION DETAILS { ELECTRICAL E -1 ELECTRICAL ABBREVIATIONS AND SYMBOLS E -2 SINGLE LINE DIAGRAM E -3 NEW TREATMENT FACILITY ELECTRICAL SITE PLAN E4 BUILDING POWER PLAN NO.1 E5 BUILDING POWER PLAN NO.2 E6 BUILDING LIGHTING PLAN NO.1 E7 BUILDING LIGHTING PLAN NO.2 E8 BUILDING SIGNAL PLAN N0.1 _E9 BUILDING SIGNAL PLAN N0:2 E10 PANELBOARD'SCHEDULES Ell FIXTURE, PANELBOARD AND CONDUIT /WIRE SCHEDULES E12 CONDUIT AND, WIRE SCHEDULES E13 ELEMENTARY DIAGRAMS NO.1 E14 ELEMENTARY DIAGRAMS NO.2 6 E15 ELEMENTARY DIAGRAMS N0:3 E16 ELECTRICAL DETAILS 'N0.1 "17 ELECTRICAL DETAILS .NO.2 E18 SWITCHBOARD -B AND MCC —NO.3 ELLEVATIONS - E19 BOOSTER PUMP STATION — PARTIAL PLANS POWER AND SIGNAL E20 EXISTING SZ.5 SSRVS W /SAMMS WIRING DIAGRAM E21 EXISTING SZ.6 SSRVS W /SAMMS WIRING DIAGRAM E22 EXISTING SZ.7 SSRVS W /SAMMS WIRING DIAGRAM E23 EXISTING SZ.8 SSRVS W /SAMMS WIRING DIAGRAM 5 E24 WELL SECURITY SITE PLAN AND DETAILS CONTACT PERSONNEL AGENCY NAME POSITION PHONE NO. CITY OF RENTON J.D. WILSON PROJECT MANAGER (425)430 =7245 CITY OF RENTON RAY SLED WATER MAINTENANCE SUPERVISOR (425)430 -7400 CITY OF RENTON RON SHAFFER SEWER & STORM MAINTENANCE SUPERVISOR (425)430- 7400" EES GREG'PIERSON' CONSULTANT PROJECT' MANAGER (425)452- 8100" KENNEDY /JENKS MILT LARSEN CONSULTANT PROJECT ENGINEER (253)874 -0555: UTILITY CONTACT PERSONNEL UTILITY TYPE UTILITY NAME NAME PHONE NO. TELEPHONE QWEST FRANK FOREST (206)345 -2958 WATER CITY OF RENTON RAY SLED (425)430 -7400 SEWER & -STORM CITY OF RENTON RON SHAFFER (425)430 -7400 ELECTRIC PUGET SOUND ENERGY MARK - ENEBRAD (253)395 -6954 GAS PUGET SOUND`ENERGY DAVE JENESS' (253)395 =6858 FENTON FIRE DEPARTMENT 911 FIRST AID 911 3 SCALE: ss ,� "CITY OF RENTON DATE: 7 JULY, 2003 VERTICAL: NAVD 1988 ° Planning /Building /Public Works Dept. ECONOMIC AND ENGINEERING PROJECT No. ON� E) INCH HORIZONTAL: NAD 1983/1991 Kennedy /.Jenks 3 -01 -358 SERVICES, INC. MAPLEVIIOOD AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 0 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH gATUM Federal Way, Washington 98001 VICINITY MAP, LOCATION MAP AND DRAWING INDEX SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA SHT NO. DWG NO. G1 E F G H I J K L I MCANNEiD OCT 2 7 E�us W— A A :ROLL 20 F r A I B i C D _ E I F I G H I K RW '7 J � C i C7 N STATIC MIXER GS BYPASS FW L M N ' O P TW RW GAC BYPA FS N AIR C NC BACK PRESSURE I AIR T I SUSTAINING VALVE � FLO W CONTROL O M VALVES TW /BINS BOOSTER VENTURI PUMP M M 9 _ AIR EDUCTOR - ¢ FLUORIDE POLYPHOSPHRATE PUMP DEGASSER M M L v METERI CONTRO MG PUMPS METERIMG PUMPS VALVES ,( M M n (EXISTING) (EXISTING) M LJ T TW BS IN M M M M NO BLOWER fGAC -401 TM � (EXISTING) GS -411 `;J 7 8 M NC i M M I FW AERATION BOOSTS UMPS M M CCD TOWER (EXISTING) (EXISTING) TO 565 ZONE I �CE BINS FTW /FD ¢ M - AND 590 ZONE M z M Cn L7 7 U_ nGAC-402 m M Of m m —�� QM OVERFLOW AIR GAP P II M GS -412 4 M I FW ^ CLEARWELL M I M M OVERFLOW n (EXISTING) WELL 12 WELL 11 WELL 17 [ M TO SD 6 EXISTING BWS f FTW /FD CHLORINE CONTACT CHAMBER LOW—LIFT o ¢ PUMPS OCE RECHLORINATION o i '> NaOCI BREAKPOINT CHLORINATION n � _ M — GS -413 5 ST=DRAIN GAC -403 � � VENT 5 M FW —6 VENT HYPOCHLORITE o BWS FTW /FD DAY TANKS z O CE GREENSAND FILTERS GAC CONTACTORS 4 O AIR SCOUR SUPPLIER B WD BWW M M M BACKWASH HYPOCHLORITE 3 =2953A4 AIR GAP DISPOSAL PUMPS OVER CLE STORAGE T ANSOFERLPUIMPS METERING PUMPS BACKWASH HYPOCHLORITE SYSTEM RECYCLE PUMPS = AIR GAP EXISTING BOOSTER PUMP BUILDING NOTES: — CONSTRUCTION RECORD DRAWING NOTICE 1. THIS SCHEMATIC IS FOR ORIENTATION. FOR CLARITY, These record drawings have been prepared based upon 2 O n ^ information contained in addenda, change orders or 2 S OVERFLOW NOT ALL PIPING EQUIPMENT AND VALVES ARE SHOWN other ovailable construction information, and information - TO STORM DRAIN 2. SEE SHEET M1 FOR ABBREVIATIONS ON THIS DRAWING. provided by the Contractor, and by others. HDR has not BACKWASH BASIN verified the accuracy or completeness of the information SANITARY SEWER provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this information shall be solely responsible to verify any and ` all information represented herein prior to any such use CITY L �i of the information. :� ,.� SURVEYED: — SCALE: — � CIT 1 OF REN ON DATE: JULY, 2003 ry DESIGNED: AF VERTICAL: NAVD 1988 =��' Planning /Building /Public Works Dept. ECONOMIC AND ENGINEERING e DRAWN: RB ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks PROJECT N0. SERVICES, INC. Or, 3-01-358 CHECKED: GP C6nsu tai tS MAPLE W..' —D - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 D APPROVED: IF NOT ONE INCH DATUM Federal Way, Washington 98001 C ISSUED FOR BID RB 7/03 GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA PROCESS FLOW SCHEMATIC DWG N0. DWG NQ. G2 N0. REVISION BY DATE APPR A B C D E F G H I J K L M N_ W- �C��3Af —i tb SCANNED OCT 2"2036 ROLL 21 0�_3- F-- 2�t'' - A i B I co rn CV r N rr WATER SYMBOL EXIST. PROP. D _ SYMBOLS DESCRIPTION CAP /PLUG COUPLING GUARD POST REDUCER THRUST BLOCK DESCRIPTION Q a WATER METER o • FLANGED COUPLING ADAPTER (FCA) O ® SANITARY SEWER MANHOLE FIRE HYDRANTS: GAS VALVE Q fik 2– NOZZLE PAD MOUNTED TRANSFORMER _v 3– NOZZLE POWER VAULT FI JOINTS: TRANSMISSION TOWER li II FLANGE /BLIND FL UTILITY POLE L MECHANICAL 8 RIP RAP ` PUSH –ON /HUB TELEPHONE RISER u THREAD TELEPHONE VAULT VALVES * * * ■ AIR RELIEF ° 1 BLOW –OFF - - xx k BUTTERFLY VALVE N CHECK VALVE xI GATE VALVE ia PLUG VALVE SANITARY SEWER SYMBOLS SYMBOL DESCRIPTION EXIST. PROP. 3 6 o • SANITARY SEWER CLEAN OUT O ® SANITARY SEWER MANHOLE 5 STORM SYMBOLS SYMBOL DESCRIPTION ® STORM DRAIN CATCH BASIN 00 0■ STORM DRAIN MANHOLE STORM DRAIN CULVERT 4 GAS /POWER /TELEPHONE SYMBOLS SYMBOL STANDARD LINETYPES DESCRIPTION EXIST. PROP. 3 R7 13 GAS METER 0, M GAS VALVE N ❑A PAD MOUNTED TRANSFORMER M © POWER VAULT FI ❑® TRANSMISSION TOWER 2 - + UTILITY POLE -- ........ ...... F– UTILITY POLE ANCHOR RIP RAP ` ■ TELEPHONE RISER u TD TELEPHONE VAULT SURVEYED: – DESIGNED: – DRAWN: R -B CHECKED: G.P &PPRf1VFn. — 4 2 RECORD DRAWINGS Rt3 I /Ub I GN 1 ISSUED FOR CONSTRUCTION RB 10/0 GP N0. REVISION BY DATE APPR A B C D s .. E r G H I I I J I K L M I N I 0 B SURFACE FEATURES / LANDSCAPING STANDARD LINETYPES (^ SYMBOL DESCRIPTION EXIST. PROP. EXISTING PROPOSED MAIL BOX . –.._. _. _.._.._.._ _.._.._ .— MINOR CONTOUR — .– ..- -- ---- -- ........ ...... _.._.._ MAJOR CONTOUR RIP RAP ` — x — x z — z — x — z — z — CHAINLINK OR WOOD FENCE * * * ■ jF–-- FILTER FABRIC FENCE ROCKERY -" - - xx xx xx NETTING FENCE L_ SHRUB BUILDING EDGE OF PAVEMENT = 1 SIGN _ _ __. _- ... __ _ _ _ - – – – – – – – – – – – – – – – – – – – – – – EDGE OF GRAVEL G GAS LINE TREE (Conifer) UNDERGROUND POWER LINE (DIAMETER) SS SANITARY SEWER GRAVITY LINE TREE (Deciduous) _. . _ -- (DIAMETER) SS SANITARY SEWER. FORCE MAIN X YARD LIGHT (DIAMETER) SD STORM LINE (DIAMETER) W WATER LINE BCW BREAKPOINT CHLORINATION WATER SURVEY SYMBOLS _ IG IG IG WATER IRIGATION LINE PROPOSED UTILITY (CURRENT SHEET) SYMBOL DESCRIPTION 7 EXIST. PROP. PROPOSED DEMOLITION LINE PROPOSED CONSTRUCTION .LIMITS o ANGLE POINT +. BENCH MARK e _ .– ..__..– .._.._..�_.._.._� PROPOSED DITCH o ■ BLOCK CORNER --- --- -- -- - -- -- - -- -- -- -- CATCH POINT GRADE LIMITS IRON PIPE ® ® MONUMENT (IN CASE) e ® MONUMENT (SURFACE) 6 v OWNERSHIP TIE SECTION DATA: SECTION CORNER �1 1111-0.4 QUARTER CORNER O SIXTEENTH CORNER 5 ..OQ. CLOSING CORNER C°n c �O Ac MEANDER CORNER °wc wc WITNESS CORNER - ® e SOIL BORING X ® SPOT ELEVATION O TAX LOT / PARCEL NUMBER SURVEY DATUM 3 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 information contained in 'addenda, change: orders, or provided by the Contractor, and by others. HDR has not W=2`91 55 other available construction information, and information verified the accuracyor completeness of the information - provided to it and does not warrant the accuracy completeness of these record drawings. Users of. this :information shall be solely responsible to verify any and all. information represented herein prior to any such use of the information. SCALE: NONE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy /Jenks �'0��'ln� ECONOMIC AND ENGINEERING SERVICES, INC. LL+ 1�7 Alp CITY OF RL' NTO1� iIl Planning /Building /Public' Works Dept. DATE: OCTOBER, 2003 � ONE INCH PROJECT N0. 3 -01 -358 REVISION NO. 2 AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLFQ COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 STANDARD CIVIL LEGENDS SHT N0. IF NOT ONE INCH DATUM Federal Way, Washington 98001 y 9 PORTLAND, OR /.BELLEVUE, WA / KENNE'MCK, WA /OLYMPIA, WA SCALE ACCORDINGLY DWG N0. C 1 E F G H I J K L M N W— ���3AA >8 SCANNED jJCT 272CO T L L 2, 0,3 FR'2 N 1\ N 9i I 0 7 X 5 a 3 2 1 I A B C I D I I F G I H 11 �I PRIVATE RESIDENCES ,� v ?a EXISTING_ _ow_� GOLF° COURSE ta MAIM TEN ANCE OFFICES � S� S 4 3 F v � W F s�'.vc. `�. �+s� /k -� �, <Qj�^NTH / F tii N,� wig a 3 Iz VIEW .. S a G g3F(y ' q c� • A CF Aq �� . .� S _ F q F F �` -N:, iy F"V ti / . � ST s D �. Tom'" 9� z r R' _ Q e_ i69� .. A-., 2 RECORD DRAWINGS 1 CHANGE PER ADDENDA 1 ISSUED FOR CONSTRUCTION NO. REVISION A B .r NOTES: 1. ALL PROPOSED SITE IMPROVEMENTS LIE WELL WITHIN PARCEL #2223059010 2. EXISTING ZONING OF THIS SITE IS RC. 3. LIMITS OF AREA IMPACTED BY CONSTRUCTION OF THE PROJECT IS APPROXIMATELY 76,000 SF (1.76 ACRES) / (SURVEYED: — SCALE: AS SHOWN I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Kennedy /Jenks Consultants 3200, 32nd Ave. S., Suite 100 Federal Way, Washington 98001 4 953A6. 3 DESIGNED: A. F. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY These record drawings have been prepared based .upon 2 DRAWN: R. B. information contained in addenda, change orders, or CHECKED: G.P. RB 1/06 GP APPROVED: — RB ILOgz0 GP I RB 0 0 GP BY DATE APPR C D E F G H ROLL L NOTES: 1. ALL PROPOSED SITE IMPROVEMENTS LIE WELL WITHIN PARCEL #2223059010 2. EXISTING ZONING OF THIS SITE IS RC. 3. LIMITS OF AREA IMPACTED BY CONSTRUCTION OF THE PROJECT IS APPROXIMATELY 76,000 SF (1.76 ACRES) I M CITY OF PENTON DATE: OCTOBER, 2003 ECONOMIC AND ENGINEERING i6 Planning /Building /Public Works Dept. SERVICES, INC. PROJECT No. 3 -01 -358 MfiPLEWOOD - 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COUSE IMPROVEMENTS REVISION No. 2 — BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SITE ORIENTATION PLAN SHT NO. DWG NO. /�CZ K L M At, SCANNED L1CT 2 7 2 "06 W -1219!5 3 f� F "R ,i ' / 6 5 4 953A6. 3 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based .upon 2 information contained in addenda, change orders, or .other available construction information, .and information - provided by the Contractor, and by others. HDR has not verified the accuracy . or completeness of the information provided toit and does not warrant the accuracy or completeness of these record, drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. I M CITY OF PENTON DATE: OCTOBER, 2003 ECONOMIC AND ENGINEERING i6 Planning /Building /Public Works Dept. SERVICES, INC. PROJECT No. 3 -01 -358 MfiPLEWOOD - 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COUSE IMPROVEMENTS REVISION No. 2 — BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SITE ORIENTATION PLAN SHT NO. DWG NO. /�CZ K L M At, SCANNED L1CT 2 7 2 "06 W -1219!5 3 f� F "R ,i ' CY) u) N i\ C\I r 9 8 7 6 5 4 3 2 1 NO A B C D E I F G H I J ; K L M N 0 P / V WELL _ � BORING SOIL iS_ RIM 7 576 \ YARD DRAIN ® _ r RIM =76.46 CONCRETE CURB BORING SOIL TEST rn n 8- _ 7P V- JC NET 85 DRIVING YARD DRAIN AN PO'-ES RIM =76.33 \_11LLL `\ v__ M15C o PVC � J RIM 76.77 7-7 1 J pD -4'b'� �� // / RANGE SUPPORTIVING. -- `�1 VV _ -- BOING SG _ _� . ,.. _ L 77 .7 �� OATH 00 ,� � .:...... .,,.,. -.. ASpti ALT 7 CART .... .. .;. -... - , • \ cp �� W —CH EMICAL VAULT /POW ER VAULT 00 -77 EDGE OF PAVEMENT S0. S- � \ \ TYPE 1 JUNCTION -BOY. o \ \ 79.- _ 78 S, •\ LD ,IONI ORiNG W`E_L - .s ALA_ COVER __ 77.__ c, _ _ � SAND 0.0 MM TOR NG W-�_ CO\ c 8218 O - _ 03 SAND 25' POLES FOR NET - - -\ EXISTING ACCESS (TYPICAL) SAND ^�- GUY ANCHORS FOR .ROAD C/ os, _ ,8 25.: POLES TYPICP.L... \. t a5, ASPHALT 18TH .GREEN PARKING CHEMICAL VAULT /POWER VAULT` r2 MONITORING WELL HEAD COVER -- - EL =78.91 0) -) - /—VENTILATION MANHOLE. -. 79 0) CLEAR WELL VENT o 80 ,,� ...�0,. ` CHEMICAL VAULT /POWER VAULT - - CHEMICAL VAULT—\ Z z CLEAN OUT N: _ CO SANITARY SE IrE^ a \� c 84 - % i9 \�— BORING SOIL TEST - , . -. .__,. _ P O O Gi rJ O G! -A, S 1a� 7j c 5 ,-,x 0.D cc . - - CLEAN OU I � ��... �� `/ J I Ga POND 11 J C.J - \. POWER VAULT - POLE tr) i J_ U WATER VAULT oo z p,f) Y 00 RAVEL Ca Q7 - CHEMICAL VAULT cD -. ��CHEMICAI VAULT,: EXISTING \ : POWER VAULT BUILDING \� CONSTRUCTION SURVEY CONTROL a _ �AVEMENT (D z w z 1 � CONCP. TF a� - " G - t301,:NG SUIL LJ 1 NOTES: � -rAVEM ENT _ _ 1 �P,AVEL &G FIRE HYDRANT � -•� yn :a ASPHAI PATH COORDINATES PT # DESCRIPTION NORTHING ' FASTING ELEV POINTS 1 AND 2 THROUGHOUT THE COURSE OF 175437.81 1311674.66 86.84 SCRIBE ® LOADING DOCK —EAST 1 CONSTRUCTION. PT # 3 MAY BE RELOCATED AS REQUIRED SIDE OF EXISTING BUILDING_ MANHOLE CP TO FACILITATE CONSTRUCTION. PK NAIL —SOUTH EDGE OF EXISTING ' i29513"A7 175409.77 " 1311839.27 88.33 MAINTENANCE ACCESS _RD. COURSE OF CONSTRUCTION. provided by the Contractor, and by others. HDR has not PK NAIL IN PAVE TEMP 175123.59 1311696.49 76.12 CONSTRUCTION �P,AVEL &G FIRE HYDRANT � -•� yn :a ASPHAI PATH 1, CONTRACTOR SHALL PRESERVE AND PROTECT CONTROL POINTS 1 AND 2 THROUGHOUT THE COURSE OF SANITARY SEWER CONSTRUCTION. PT # 3 MAY BE RELOCATED AS REQUIRED CONSTRUCTION RECORD DRAWING NOTICE MANHOLE CP TO FACILITATE CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN A MIN. OF (3) CONTROL POINTS ON THE SITE AT ALL TIMES THROUGHOUT THE i29513"A7 These record drawings have been prepared based upon 2 information contained in addenda, change orders,or other available construction information, and information ° a za COURSE OF CONSTRUCTION. provided by the Contractor, and by others. HDR has not _ - verified the accuracy or completeness of the information SCALE IN FEET p� VV 3. ALL CONSTRUCTION SURVEYING SHALL BE BY CONTRACTOR. - provided to it and does not warrant the accuracy or completeness of these record. drawings: Users of this information shall be solely responsible to verify any and � O all information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy /Jenks COnSUiiangS ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 E. a.� CITY OF RENTON ��- Planning /Building /Public works Dept. DATE: 1 OCTOBER, 2003:. DESIGNED: J.E. ONE INCH �� AT FULL SCALE PROJECT No. 3 701 -358 DRAWN: R.B. MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS CHECKED: G.P. APPROVED — REVISION No. z 32001 32nd Ave. S., Sure 100 BELLEVUE, WASHINGTON 98004 RECORD DRAWINGS RB 1/06 GP IF NOT ONE INCH DATUM Federal Way, Washington 98001 EXISTING SITE FEATURES SHT NO. ISSUED FOR CONSTRUCTION RB 10/01 GP SCALE ACCORDINGLY PORTLAND, OR /BELLE VU E, WA / KENNEWICK, WA /OLYMPIA, WA REVISION BY DATE APPR DWG No. C3 A B C D E F G H i J K L M N W- 2 9 5 3 A A N, SCANNED OCT 2 T K26 ROLL 0� �3 FR� r .. A B j C j D E I F G H I J K L M N 0 P SEGMENTED BLOCK SEGMENTED BLOCK CONCRETE NEW FIRE HYDRANT NEW ULTRA BLOCK WALL RETAINING WALL RETAINING WALL W /BOLLARD /CHAIN LINK FENCE NEW 16' CHAIN LINK GATE (-4 1 AND PAVING WITH BOLLARDS C52 RETAINING WALL /—W N C, oA � �1 \ �' \ 00 , !� � i r °io I - ° o� �° I° ° ° CO TIN OU EEL S OP B I CO TINT OUS -- CU ?B y o y8 I� 'CU I T 5 � CID � � v � �°' .AD ACCESS ROAD _ — ° c NEW TREATMENT d Co FACILITY - 76 END o LIMITS OF PAVING CONTINUOUS ` CURB n REFERENCE ROAD PARKING OVERVIEW O NEW NETTING AND —\ \ DRAWING C42 (2) TRELLIS o / MATCH GRADE WITH POLES REFERENCE EXSITING PATH SHEETS N1, N2,-N3 _ p POWER / �g7 / _ 78 - -- /( \ TRANSFORMER 7S,11 RS / EX- SAND TRAPS � / CONTINUOUS5'R CURB o o � I � (2) 5'x5' PLANTERS I �/ j / / O Qo _ 6 6�. I / I �/ - IV - __... NEW NETTING AND - I <b / POLES REFERENCE / N1 N3 0 / / SHEETS — � / REGRADED I j f / NEW POWER VAULT 8< DITCH LINED �� \ ( 0 0 $ / // REF. ELECTRICAL �s ,- 6 6 WITH QUARRY SPALLS / �� /SSA / / / SHEETS - �I — NEW TRUCK - - -ro UNLOAD AREA / /� CONTINUOUS CURB (TYP) REF B s - /sue [ j j • / / / �8 -j9/ / / - ACCESS ROAD, cab PARKING STALLS. l ) ❑ / i : AND STRIPING — / / / 5 5 8 \ POWER VAULT - / _ W- 295y3A • MODIFIED CLEARWELL I EXISTING BLDG. :/ $1 I / OVERFLOW OUTLET` $1J 4 d END O / LIMITS NEW PAVING ` 1 I° 'j5 CONTINUOUS, REFERENCE ROAD - __. CURB it � PARKING OVERVIEW - � / GENERAL .NOTES: �— DRAWING C42 1. UNLESS NOTED OTHERWISE, ALL FEATURE SHOWN SHALL BE NEW \ / OVERLAY REF SHEET C5 °' POND 3 3 _85 CART .PATH Q ,• , / co r � POWER VAULT ao g' EXSITING TREES o zo CONSTRUCTION RECORD DRAWING NOTICE 2 NEW PRV VAULT— n� TO REMAIN. (3) - a, SCALE 1N FEET : -These record drawings have been prepared based upon information contained in addenda, change orders, or other available construction information, and information L 9g •° MATCH GRADE WITH E.XSITING PATH provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information to - - 7g_. -- 76 provided it and does not warrant the accuracy or -- -- : -� completeness of these record drawings- Users .... of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN &M .CITY OF RENTON DATE: OCTOBER, 2003 � ° VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy/Jenks fi Consultants ECONOMIC AND ENGINEERING SERVICES, INC. =� Planning /Building /Public Works Dept. DESIGNED: J.E. ONE INCH �—I PROJECT N0. 3-01-358 DRAWN: R. B, MAPLEWOOD CHECKED: G.P. AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. 2 APPROVED: — DATUM 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 RB 1/06 GP sHT No. 2 RECORD DRAWINGS IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA FINISHED SITE FEATURES 1 OF 2 1 ISSUED FOR CONSTRUCTION RB 0/0 GP DWG N0. G`4 ° SCALE ACCORDINGLY N0. REVISION BY DATE APPR LL B C D E F G H I J K L M N w -2C 53AA A AS SCANNED OCT 2 7 1226 _ __ - ROLL 2. FR`:� i 3 co LO M N h N L G 1 � 8 7 I: I 4 3 2 1 A i B i C _I D I P, I F I G I H I I I 11 I K I L I M I N 1 ° I P I, EXISTING DRIVING RANGE � c RIM 70 32 7i.57 t8 ULTRA BLOCK 71.42 ;2' WALL W /CHAIN RIM 77.28 71.40 18" W O NOTES: LINK FENCE 4 RIM 77 za I.E. 72.04 12" PVC E .E. 71.53 8" E I.E. 1 rn O GRIND EXISTING SURFACES AND MATCH SEGMENTED FIRE HYDRANT 8 'H x 16' W c52 71.57 t2" N I m BLOCK RETAINING W /BOLLARD CHAIN LINK GATE 71-58 12' S SEAL OJOINT APER OWSDIOT 9-04.10 RACE SEGMENTED WALL PAVE 18' APRON E BLOCK RETAINING PER C A OVERLAY MIN. 2 CLASS B WSDOT WALL c4a O 5 -02. SLOPE TO DRAIN, MATCH RIM ELEVATION AT EXISTING CATCH BASINS. is q Q _ 117, 1 POWER 8 NEW TREATMENT 6 \ _ N T NEW ROAD -- - - - - -- \_8 TRANSFORMER ' EXTENT OF NEW & / OVERLAY l CONTINUOUS c�b1 f x 77 CURB r�� _ B , - - __,.,n.._ .,. _7 ^)/ / �� MATCH GRADE 71 zz 1a" E ° �2/ / j _ 78 WITH EXSITING E. cp � PATH 77 1 22 18' NW c - o 160 LFt RIM 74.47 I. E _..� ® ■, �. °' i . - : / / : - 71.0318" SE I.E. co / / 71.03 18" W TRUCK UNLOADS `� ` V 1 ; i . /i . -/ l / /..� @ AREA " - ---T'� /: �^ LANDSCAPING (REFERENCE C54) s I to EXISTING - � BLDG. II 1l/ 7n" 75... V RESTORE GRAVEL m AREA CIP 1 >> p 4 _._ y" l ' ^ a n5 \ , 85 (;AK' I'A11 -1 - EXISTING POND - _ '9 =XISTING �..... �°9 BUILDING � 1 G 02 2 RECORD DRAWINGS 1 ISSUED FOR CONSTRUCTION NO. REVISION A B \- EXTENT OF NEW OVERLAY O SURVEYED: - DESIGNED: J.E. DRAWN: R. B. CHECKED: G.P. ADDDnvrn. - BY I DATE I APPR C I D -- - - - - "- : These record drawings have been :. prepared based upon 2.:.. information contained in :addenda, change orders, or information, and information other" available construction provided by the Contractor, and by others.: HDR has not verified the accuracy or completeness of the information provided to it and does not warrant the .accuracy or - - - completeness of these record drawings:: Users of.. this _ information shall be solely responsible- to verify any and all information represented "herein prior to any such use of the information. - DATE: OCTOBER, 2003 1 SCALE:AS SHOWN -- - CITY OF RENTON ONE E INCH ( VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy/Jenks Consultants ECONOMIC AND ENGINEERING SERVICES, INC. =m'W Planning /Building /Public Works Dept. MAPLEWOOD PROJECT No. 3 -01 -358 - AT FULL SCALE 10900 NE > 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. z 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH DATUM Federal Wa , Washington 98001 Way, PORTLAND, OR / BELLEWE, WA / KENNEWICK, WA /OLYMPIA, WA FINISHED SITE FEATURES 2 OF 2 SHT N0. SCALE ACCORDINGLY +G DWG N0. C5 W— 2 9 5 3 A A E F G I H I J K L M N AS SCANNED OCT 2 7 2"3S RGL-L 2: I: I € - A B C D E F I G H I J K I L i M N 0 I P # \ co LO c�� / 1 N \ 1- SEE SHEET #C7 FOR ENLARGEMENT 1 TO GOLF COURSE TRUCK WASH -DOWN 1 ' e' MAINTENANCE BUILDING. cto SEE SHEET C2. EXISTING POWER TRFFIC CONTROL STAGING AREA C CAUTION SIGN PROJECT SIGN 48 "x 48" \ �' SIGNAGE "AUTHORIZE PERSONNEL ONLY" a 8 \ 5 3 r1 0 IS Uj a POG ---- - - - ® -- 1 Y - -- _ GENERAL NOTES: _ _ ___ I ...... P \' _- m-�� GOLF COURSE OPERATIONS SHALL BE ONGOING THROUGH THE COURSE OF CONSTRUCTION. SITE ACCESS IS CRITICAL TO t J THE OWNER'S OPERATIONS AND THE GENERAL SAFETY OF THE PUBLIC. DURING THE 'DEMOLITION, EXCAVATION, AND AT `� .� CONSTRUCTION WORK, THE CONTRACTOR SHALL MAINTAINS CONTINUOUS ACCESS, 20' MINIMUM WIDTH, BETWEEN THE % CONSIRUCTIJN LIMITS 7 \ e. \ TRAFFIC CONTROL GOLF COURSE MAINTENANCE - BUILDING, THE GOLF COURSE MAINTENANCE OFFICE, AND RESIDENCES, REF C7. IN REF. SITE ACCESS e 5 PHASING PLAN �� \ \ PERSONNEL /EQUIPMENT - GENERAL THE RECOMMENDED SEQUENCE OF CONSTRUCTION IS: STP.GiNG AREA 1. INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES. REF C8. i —START TEMP. ACCESSC 2_ DEMOLISH AND REMOVE EXISTING UTILITIES, AND FEATURES. PER SHEETS C12 AND C13. REF. TESC. i O % - 3. PROTECT AND PRESERVE, OR; RELOCATE AND RESTORE (CONTRACTOR'S OPTION) ALL GOLF COURSE IRRIGATION 'MAINS, LATERALS, 'VALVES, HEADS, CONTROL WIRING, AND APPURTENANCES WITHIN THE CONSTRUCTED AREA, INCLUDING ANY VLIMITS-OF NET11NG TO BE MAINTAINED _ �'I -' TEMPORARY. ACCESS AREAS CONTRACTOR SHALL MAINTAIN A FUNCTIONAL GOLF COURSE IRRIGATION SYSTEM FOR THE 6 6� 6 FROM THIS POINT SOUTH OWNER'S BENEFIT AND USE. REF SHEETS Ci3 AND C51. %\ a CONSTRUCT STORMWATER OUTFACE PIPE SEGMENT REF TESC PLAN; SHEET C8. ` 01- r, 0, '' �` 5. CONSTRUCT TEMPORARY ROAD AND CART ACCESS AND TRANSFER ACCESS TO THE TEMPORARY ROAD AND CART PATH. \ REF C7, C15. �L P 9! O �. STORM OUTFACE 7O # Q Q �� %` � 6. RESTORE FAIRWAY USE. COMPLETE THE EXCAVAl10N AND INSTALLATION OF STORMWAIER VAULT 2 AND TESC SYSTEM. EXISTING BLDG.: o�-e s _ . 7. - Q COMPLETE NEW TREATMENT FACILITY ACCESS ROAD AND PARKING TRANSFER ACCESS TO THE NEW ACCESS ROAD, , I' C70 ` ` - o ao so COMPLETE PERMANENT CART PATH INSTALLATION AND GOLF COURSE RESTORATION. 5 rj < i `- " CONTRACTOR SHALL SUBMIT A DETAILED ACCESS AND TRAFFIC CONTROL PLAN FOR `REVIEW BY THE OWNER. CONTRACTOR- / / / / ` CONTRACTOR SHALL COORDINATE ALL WORK WITH GOLF COURSE OPERATIONS AND SEASONAL RESTRIC110NS. REF SPEC STAGING AREA ! f a, \ scnte iN FeEr SECTIO N 01050_, O `% / NOTES: �\ POND 10 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PERSONNEL AND EQUIPMENT AS REQUIRED THROUGHOUT THE COURSE =.' -' OF ALL CONSTRUCTION ACTIVITIES. REF SPEC SECTION 01500 1 2 MAINTAIN PUBLIC VEHICLE ACCESS CONTINUALLY, 20' WIDE MINIMUM. CONTRACTOR SHALL PHASE ACCESS AND STAGE O CONSTRUCTION ACTIVITIES SO AS TO MINIMIZE DISRUPTION TO GOLF COURSE ACTIVITIES. 4 .l _� - __. D NETTING AT , 6 - .,_._ '- - ' -- -� -- - - � ,� MAINTAIN EXISTING PUBLIC PARKING FROM TEMPORARY ACCESS ROAD SOUTH TO SR 169. RAISE OVERHEAD -- - _. 0 ACCESS. MAINTAIN EXISTING (OVERHEAD AND SITE ENTRY AS REQUIRED IN ORDER TO PROVIDE CONSTRUCTION VEHICLE _. VERTICAL NETTING ALONG THE WEST SIDE OF ENTRY ROAD TO THE MAXIMUM EXTENT POSSIBLE. REF C7. TEMP_ -- 4 TO INITIATE TEMPORARY ACCESS THE (CONTRACTOR SHALL INSTALL DETOUR SIGNAGE AND CONSTRUCTION GATES. OPEN 8 CONSTRUCTION LIMITS FOR ; - " NETTING BETWEEN EXISTING POLES TO A HEIGHT OF 16 ABOVE TEMP ACCESS ROAD r AND CART PATH. WEAVE EDGING ROAD /CART-PATH CONSTRUCTION -REP: TEMPORARY EROSION AND SEDIMENT - ROPE INTO LOWER EDGE OF REMAINING NETTING AND SECURE BETWEEN EXISTING POLES. o CONTROL PLAN AND STORM PLAN 5 PROVIDE "DRUM' BARRICADES, WITH WARNING LIGHTS PER MANUAL' ON UNIFORM TRAFFIC CONTROL DEVICES, 6C, 6F 5E 3 OVERVIEW. RESTORE GOLF COURSE TURF- - O TYPICAL TO CHANNELIZE THROUGH SITE. 3 at AND POND OUTFACE PER SPECIFICATIONS. _- Y REMOVE EXISTING OAD AND CART PATH. EF C7, C15.MPORARY ROAD AND CART ACCESS AND TRANSFER .ACCESS TO THE TEMPORARY PHASE I ACCESS` O7 INSTALL 18" STORM WATER OUTFALL FROM TEMPORARY CONSTRUCTION STORMWATER- INLET RISER PIPE TO POND OUTFALL AND RESTORE TURF, IRRIGATION, AND PRE- EXISTING FEATURES. ,REF C8;. C14, C15, C22. ® FOR TREES TO BE SAVED OR REMOVED, SEE C12 CONSTRUCTION RECORD DRAWING NOTICE - :These record drawings have been prepared based upon 2 2 :information contained in addenda, change orders; or 2 o:ther available construction information, and information �. - provided by the Contractor, and by others. HDR'has not e �9 vrified the accuracy or completeness of the information provided to it and does not warrant ..the accuracy. or - - - .completeness of -these record- drawings. Users of this - - - information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SURVEYED: - SCALE: AS SHOWN &r-ft CITY OF RENTON DATE: 1 OCTOBER, 2003. 1 DESIGNED: J.E. VERTICAL: NAVD 1988 ECONOMIC AND ENGINEERING `6 Planning /Building /Public Works Dept. PROJECT N0. DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358: CHECKED: G. P. — ,' MAPLEWOOD ; Consultants REVISION N0. APPROVED: - AT FULL SCALE 10900 ,NE 4TH', STREET; SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 M2REECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 UY 9 SITE ACCESS PLAN 1 OF 2 sHT No. IF NOT ONE INCH Federal Wa , Woshin ton 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY :DWG N0. CEO NO. REVISION BY DATE APPP, A B C D I E F G H I J K L M N n,. W 2SAA Ag SCANNED OCT 2 7 2 '206 r •r. F .249 lank Rm- 2_0 L L ss cY) LO a) N N 7 E 8 7 1'.1 5 4 3 2 I A B C D E F G H I J ' K L M N 0 P AIR —GAP #3 2 C31 ax 1 w 10 ry i ® 6» SS !' 4 � 3(8 WATER TO FACE v 01 � ' " • io I I AIR —GAP #1 4' / � S OF BLDG) I �I C29 5 — I VAU T 2 I 3 1 NEW WATER / o "_J O I 2 NEW TREATMENT c36 VAULT EXISTING BLDG. i^ ° i I I I' FACILITY. Y 8" HDPE APPROX. 8 .o �� o 32" BELOW GRADE 8' DUCTILE [RON OUTSIDE OF BLDG. WATERMAIN APPROX Li 3 1 SEE TIE —[ ',I \ I 3' -6" BELOW GRADE SHEET C3i� 5 O-- >_ 5'(8 "WATER TO FACE OF BLDG) 2 _ � .�. 12 "x18" STORM TO 1 S� 8" WATER o AI • a RET NING WALL � 0 a" ss . 7 12» CLEANOUT TYP. 1p � E Csi BOTTOM OF 24" OVERFLOW APPROXIMATELY 26" ABOVE TOP OF CONDUITS 216 & 217 2 RECORD' DRAWINGS 1 ISSUED FOR CONSTRUCTI NO. REVISION A B O , o� u STORM I '. CLEANOUT TYP. Q 3 ry 3 1 O DI VAULT #1 O Oj I AIR —GAP #2 A 6 \ 1 . Cgs 216 & 217 \ / \ I I I 2 I GENERAL NOTES: �� I �O� 1. UNLESS SPECIFICALLY NOTED OTHERWISE NO UTILITIES, SHALL BE 11 AIR GAP #4 NEW CART PATH ,,a5 (SURVEYED: — DESIGNED: J.E. DRAWN: R.B. CHECKED: G.P. APPROVED: — RB 1/06 GP N RB 0/0 GP BY DATE APPR C I D / I O INSTALLED UNTIL AFTER AEQUATSETTEMENHAS.EEN > E U' ACHIEVED AND WITHOUT WRITTEN APPROVAL FROM THE ENGINEER \\ I D x 2. ALL, PIPING TO FULLY RESTRAINED ` \ \ 'a0 0- 3. COORDINATED ALL WORK WITH SITE ACCESS PLAN'. 5 \ 15» SD 15" 3 D OF 24" TO CONDUITS \ 216 217 9' 6" \. 72» SQ 1 ^V NOTES: 8" I _ 1O REF. STORM PIPING OVERVIEW SHEETS C22, W 20 REF. SANITARY SEWER PLAN AND PROFILE SHEETS C30 — C31 \: 4 216 & 217 REF. WATER PIPING OVERVIEW SHEETS C32 — C39 4O REF. ELECTRICAL PLAN SHEETS ��� REF: CHEMICAL CONVEYANCE /CONTAINMENT SYSTEM SHEETS C40 C41 SEE ALSO SHT. C22 FOR UTILITY AS BUILT 4 x INFORMATION. 3 SEE- ALSO 5� SHT. C32 FOR UTILITY AS —BUILT \0 I 9 ^_ 3 I INFORMATION. 3CALE:AS SHOWN a _ CITY OF "ENTON DATE: OCTOBER, 2003 VERTICAL: NAVD 1988 ECONOMIC AND ENGINEERING =° Planning /Building /Public Works Dept. ONE E IN HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO. 3-01-35 8 SERVICES, INC. MARLEWCOL AT FULL SCALE Consultants S.,i94s 10900 NE 4TH STREET, SUITE 1110 REVISION NO.. 32001 32nd Ave. S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS z DATUM BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH Federal Way, Washington 98001 YARD PIPING OVERVIEW SHT No. SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEW CK, WA /OLYMPIA, WA DWG N0. C19 A o za ao °oo Q I u�I I SEE ALSO SHT. C35 FOR UTILITY AS —BUILT INFORMATION. CONSTRUCTION RECORD DRAWING NOTICE SCALE IN FEET N I I I I!ll II — IIIal ® �Y =� 01, These record 'drawings have been prepared based upon information contained in addenda; change orders, or CCU other available construction information, and information provided by the Co �racto , and by others. HDR has, not verified the it .and c or completeness of the information provided to it.and does not warrant the accuracy or completeness of these record drawings. Users of this information shall be solely responsible to verify any and information represented herein: prior to any such use of the information. 2 3CALE:AS SHOWN a _ CITY OF "ENTON DATE: OCTOBER, 2003 VERTICAL: NAVD 1988 ECONOMIC AND ENGINEERING =° Planning /Building /Public Works Dept. ONE E IN HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO. 3-01-35 8 SERVICES, INC. MARLEWCOL AT FULL SCALE Consultants S.,i94s 10900 NE 4TH STREET, SUITE 1110 REVISION NO.. 32001 32nd Ave. S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS z DATUM BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH Federal Way, Washington 98001 YARD PIPING OVERVIEW SHT No. SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEW CK, WA /OLYMPIA, WA DWG N0. C19 A I d. C I D PROVIDE SPLASH BLOCK ' „'C DRAIN (TYP 4 LOCATIONS EAST ELEVATION) i -------------------- - - --9i I J I 0 cn 6" PERFORATED SUBDRAIN (TYP) LO I N IE _ 77.50 Iv N rr H CB #1 9 STMH #2 4" PVC 2 %t 8 6" IE = 77.20 I CB #3 — 7 6 C I D PROVIDE SPLASH BLOCK ' „'C DRAIN (TYP 4 LOCATIONS EAST ELEVATION) i -------------------- - - --9i I J I 0 ROOF DRAIN SCHEMATIC DETAIL 1 NTS 5 3/4" SQUARES SPACED — 3/4" Z2'— 0 TYPICAL PAVED SECTION AS INDICATED — HT. 1/8" I� - CONCRETE CLASS 3000 00o rvz 11 —0 oo❑ r' _ wim 2- RAISE -1 /2 ❑ ❑ ❑oo FIBER JOINT PACKING I 4 -3/4 _1����' WIDE BORDER 45° (1/8) BEND 4 4 0. 24" MIN. PIPE MATERIAL AS SPECIFIED / 27' r — o 0 o TYPICAL VAULT ,/4••� , z° sye.. BY THE ENGINEER 0 2 -, GRAVEL BACKFILL FOR DRAIN WSDOT 9- 03.12(4) 3/4 e =__ PLUG TO BE SEALED 12" fl o 0 3 5 It IN SAME MANNER AS �— 6" PERFORATED SUBDRAIN PIPE 3 - - - -_ � MAIN SEWER JOINTS: CONTECH A -2000 OR EQAUL SLOPE @ 2 %f TO DRAIN CAST IRON RING AND COVER UNOTE IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN CONSTRUCTION RECORD DRAWING NOTICE ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND These record drawings have been prepared eased upon 2 2 C information contained addenda, change orders; or OVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. other available construction information, and information's VAULT SUBDRAIN provided by the Contractor, and by others. HDRhas not CITY OF RENTON STANDARD DETAIL B -076 r verified the accuracy, or completeness 'of the information - - SECTION A completeness to it and does not warrant . ser�acy or DETAIL 2 cam lation s of these record drawings. s: Users of this NTS C20 information shall be solely responsible to verify any and NTS C20 all information represented herein prior to an such use of the information. SURVEYED: — SCALE: AS SHOWN s CITY OF RENTON DATE: 1 OCTOBER, 2003 DESIGNED: J.E. VERTICAL: NAVD 1988 '=`K Planning /Building /Public Works Dept. .ECONOMIC AND ENGINEERING PROJECT No. DRAWN: R. B. ONE INCH HORIZONTAL: NAD 1983 /1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358 CHECKED: G.P. AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 MAPLEWO,OD APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2 rN RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 DATUM y 9 UTILITY DETAILS 1 OF 2 shr No. IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY DWG N0. C20 REVISION BY DATE APPR A B C D E F G H I J K L M I N w- 253'AA � SCANNED OCT 2 7 ��as L 20 3. 2"7��­" #g "111 I 6" PERFORATED SUBDRAIN (TYP) 6" x 6" x 6" TEE 30' CLEAN OUT 2 I CONTECH A -2000 OR EQUAL IE _ 77.50 IE = 78:60 C2o IE PER RENTON STMH #2 STANDARD B076 (TYP) 6" IE = 77.20 I 6 UP 1 „ 9 0' ELBOW I I j VAULT #2 czo I I 6" CLEAN OUT IE = 78.42 12" (TYP) I I b L VAULT #1 /I I - - - -J 8 I e CLEAN OUT — 6" 90° ELBOW TYP I SLOPE Q 2 %f (TYP) 00 I I 75 LF 6" PVC DRAIN Q 2 %t 6" IE 79.36 (TYP) SLOPE O 2 %f 1#41111 (TYP) 6., CLEAN OUT 2 IE = 79.22 c2o VAI I I I PER RENTON L— — STANDARD 6076 (TYP) — — — — 7 I I _ 6" PERFORATED 6" x 6" x.6" TEE — — — — — — — — — — -p SUBDRAIN (TYP) IE = 76.80 STMH #4 6" x 4" WYE UP TO RAIN 6„ IE 76.50 LEADER — REF ARCHITECTURAL ELEVATIONS SHEETS (TYP) A3, A4, AND A5 6 6» PVC CLEAN —OUT 2 VAULT SUBDRAIN DETAILS PER RENTON STD B -076 k,220,/ DETAIL 3 IE = 82.50 NTS ROOF DRAIN SCHEMATIC DETAIL 1 NTS 5 3/4" SQUARES SPACED — 3/4" Z2'— 0 TYPICAL PAVED SECTION AS INDICATED — HT. 1/8" I� - CONCRETE CLASS 3000 00o rvz 11 —0 oo❑ r' _ wim 2- RAISE -1 /2 ❑ ❑ ❑oo FIBER JOINT PACKING I 4 -3/4 _1����' WIDE BORDER 45° (1/8) BEND 4 4 0. 24" MIN. PIPE MATERIAL AS SPECIFIED / 27' r — o 0 o TYPICAL VAULT ,/4••� , z° sye.. BY THE ENGINEER 0 2 -, GRAVEL BACKFILL FOR DRAIN WSDOT 9- 03.12(4) 3/4 e =__ PLUG TO BE SEALED 12" fl o 0 3 5 It IN SAME MANNER AS �— 6" PERFORATED SUBDRAIN PIPE 3 - - - -_ � MAIN SEWER JOINTS: CONTECH A -2000 OR EQAUL SLOPE @ 2 %f TO DRAIN CAST IRON RING AND COVER UNOTE IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN CONSTRUCTION RECORD DRAWING NOTICE ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND These record drawings have been prepared eased upon 2 2 C information contained addenda, change orders; or OVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. other available construction information, and information's VAULT SUBDRAIN provided by the Contractor, and by others. HDRhas not CITY OF RENTON STANDARD DETAIL B -076 r verified the accuracy, or completeness 'of the information - - SECTION A completeness to it and does not warrant . ser�acy or DETAIL 2 cam lation s of these record drawings. s: Users of this NTS C20 information shall be solely responsible to verify any and NTS C20 all information represented herein prior to an such use of the information. SURVEYED: — SCALE: AS SHOWN s CITY OF RENTON DATE: 1 OCTOBER, 2003 DESIGNED: J.E. VERTICAL: NAVD 1988 '=`K Planning /Building /Public Works Dept. .ECONOMIC AND ENGINEERING PROJECT No. DRAWN: R. B. ONE INCH HORIZONTAL: NAD 1983 /1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358 CHECKED: G.P. AT FULL SCALE Consultants 10900 NE 4TH STREET, SUITE 1110 MAPLEWO,OD APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2 rN RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 DATUM y 9 UTILITY DETAILS 1 OF 2 shr No. IF NOT ONE INCH Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY DWG N0. C20 REVISION BY DATE APPR A B C D E F G H I J K L M I N w- 253'AA � SCANNED OCT 2 7 ��as L 20 3. 2"7��­" #g "111 M LO 0) N I-- CV rr 1- E 9 8 7 N A I B I C 6" TOP COURSE OF 3/4" MINUS W.S.D.O.T. 9- 03.9(3) 95% COMPACTION SELECT BACKFILL J OR NATIVE MATERIAL =I SUBJECT TO ENGINEER APPROVAL. COMPACTED IN 8" MAX. LIFTS TO 95% DENSITY. 12" BASE COURSE OF 1 1/4" MINUS W.S.D.O.T. 9- 03.9(3) 95% COMPACTION BEDDING & PIPING ZONE MATERIAL W.S.D.O.T. 9- 03.12(3) 5 GOLF COURSE TURF. --- REPLACE PER SPECIFICATIONS. CONTRACTOR SHALL IMMEDIATL MAINTAIN REPLACED TURF OR REPLACE ALL DAMAGED TURF WITHIN THE FAIRWAY GRADING CATCH POINTS THROUGHOUT CONSTRUCTION. 4 3 2 1 D F F G H I — HYDROSEED PER SPECIFICATIONS i I K SAW CUT EXISTING PAVEMENT OUTSIDE OF ORIGINAL EXCAVATION, 1' -0" MIN. SEAL EDGES W/ LIQUID ASPHALT & ,SAND L I M I N 0 1 P Im SAW CUT SELECT BACKFILL OR NATIVE MATERIAL I�I�I SUBJECT TO ENGINEER APPROVAL. NATIVE BACKFILL 0.17' MIN. CLASS "B" 311�II�I1 COMPACTED TO 85% ASPHALT CONC. PAVEMENT I I COMPACTED IN 8" MAX. LIFTS 9 COPPER TRACER WIRE 3` -6" DENSITY 1' -0" % TO 95 DENSITY. (PVC /HDPE ONLY) MIN. COVER MIN. - 3' 0 "' (MIN )' COPPER TRACER WIRE • (PVC /HDPE ONLY) - I.._ _ 8" TOP SOIL SAND, 60/40 MIXTURE NATIVE MATERIAL OR SAND - PIPE 0_D. SUBJECT TO GOLF COURSE APPROVAL COMPACTED IN 8" LIFTS TO 85% MAX. DENSITY 6„ ZONE MATERIAL W.S.D.O.T. 9- 03.12(3) MAXIMUM TRENCH WIDTH SHALL BE 1.5' PLUS 1 -1/2 TIMES PIPE O.D. OR 2.5' WHICHEVER IS GREATER (TYPICAL) GOLF COURSE FAIRWAY AREAS SECTION D - NTS_ 11TYP. 2 RECORD DRAWINGS 1 ISSUED FOR CONSTRUCTI( NO. REVISION A B # Y SURVEYED: - DESIGNED: J_E. DRAWN: R.B CHECKED: G.P APPROVED: - RB 1/061 GP RB I D/Qj GP BY DATE APPR C D SCALE: AS 1I��IbI 2" TOP COURSE OF WHERE ABUTTING �ICII 1 12" MIN. N NTO E PIPE O.D_ 3/4" MINUS W.S.D.O.T. EXISTING ASPHALTIC EXISTING SLAB 4 I (PVC /HDPE ONLY) 9- 03.9(3) 95% COMPACTION I PAVEMENT 14 GA.COPPER TRACER 'WIRE MAXIMUM TRENCH WIDTH SHALL BE 1.5' PLUS (PVC /HDPE ONLY) 1 -1/2 TIMES PIPE O.D. OR 2.5' SELECT BACKFILL, COMPACT IN W WHICHEVER IS GREATER (TYPICAL) W t� -f53 vE GRAVEL ARE-4S 8 SECTION A NTS. 11TYP. COPPER TRACER WIRE • (PVC /HDPE ONLY) - I.._ _ 8" TOP SOIL SAND, 60/40 MIXTURE NATIVE MATERIAL OR SAND - PIPE 0_D. SUBJECT TO GOLF COURSE APPROVAL COMPACTED IN 8" LIFTS TO 85% MAX. DENSITY 6„ ZONE MATERIAL W.S.D.O.T. 9- 03.12(3) MAXIMUM TRENCH WIDTH SHALL BE 1.5' PLUS 1 -1/2 TIMES PIPE O.D. OR 2.5' WHICHEVER IS GREATER (TYPICAL) GOLF COURSE FAIRWAY AREAS SECTION D - NTS_ 11TYP. 2 RECORD DRAWINGS 1 ISSUED FOR CONSTRUCTI( NO. REVISION A B # Y SURVEYED: - DESIGNED: J_E. DRAWN: R.B CHECKED: G.P APPROVED: - RB 1/061 GP RB I D/Qj GP BY DATE APPR C D SCALE: AS 1I��IbI 2" TOP COURSE OF WHERE ABUTTING �ICII 1 12" MIN. N NTO E COPPER TRACER WIRE 3/4" MINUS W.S.D.O.T. EXISTING ASPHALTIC EXISTING SLAB 4 I (PVC /HDPE ONLY) 9- 03.9(3) 95% COMPACTION PAVEMENT 14 GA.COPPER TRACER 'WIRE / j6" 6" BASE COURSE OF 1 1/4' MINUS (PVC /HDPE ONLY) SELECT BACKFILL, COMPACT IN W W.S.D.O.T. 9- 03.9(3) W t� -f53 vE 8 8 "LIFTS @ 95% MAX. GRADE 3 95% COMPACTION 3 PIPE O.D. PIPE O.D. �— COPPER TRACER WIRE ' P _PIPE O.D. ZONE MATERIAL (PVC /HDPE ONLY)' W.S.D.O.T. 9- 03.12(3) 6 BEDDING & PIPE 6 6° ZONE MATERIAL WSDOT BEDDING & PIPING 9- 03.12(3) CONSTRUCTION RECORD DRAWING NOTICE ZONE MATERIAL MAXIMUM C These record. have been prepared based upon 2 2 W.S.D.O.T. 9- 03.12(3) IS GREATER (TYPICAL) o infor tion contained 7 MAXIMUM provided by -I.the' Contractor, and by others HDR has not MAXIMUM TRENCH WIDTH TRENCH WIDTH provided to it and does not warrant the accuracy or SHALL BE 1.5' PLUS SHALL BE 1.5' PLUS completeness; of these record drawings.: Users of this 1 -1/2 TIMES PIPE information shall be solely responsible to verify any and '1 -1 /2 TIMES PIPE SECTION. E E a all information represented herein prior to any such use iOO. OR 2:5' O.D. OR 2.5' of the information. HOWN e WHICHEVER IS WHICHEVER IS e CITY OF RENTON D DATE: 1 GREATER (TYPICAL) VERTICAL: NAVD 1988 E GREATER (TYPICAL) ECONOMIG AND ENGINEERING 1 1'47% Planning /Building /Public Works Dept. ASPHALT AREAS 6 HYDROSEED AREAS SECTION c SECTION B NTS. TYP. NTS. TYP. CONC. SLAB: AND #4 @ 24" OC., E.W. REINFORCEMENT ® GRADE NEW EXISTING SAW CUT EXISTING, MATCH CONC. THICKNESS (6 "MIN.) " 5 COPPER TRACER WIRE • (PVC /HDPE ONLY) - I.._ _ 8" TOP SOIL SAND, 60/40 MIXTURE NATIVE MATERIAL OR SAND - PIPE 0_D. SUBJECT TO GOLF COURSE APPROVAL COMPACTED IN 8" LIFTS TO 85% MAX. DENSITY 6„ ZONE MATERIAL W.S.D.O.T. 9- 03.12(3) MAXIMUM TRENCH WIDTH SHALL BE 1.5' PLUS 1 -1/2 TIMES PIPE O.D. OR 2.5' WHICHEVER IS GREATER (TYPICAL) GOLF COURSE FAIRWAY AREAS SECTION D - NTS_ 11TYP. 2 RECORD DRAWINGS 1 ISSUED FOR CONSTRUCTI( NO. REVISION A B # Y SURVEYED: - DESIGNED: J_E. DRAWN: R.B CHECKED: G.P APPROVED: - RB 1/061 GP RB I D/Qj GP BY DATE APPR C D SCALE: AS PROJECT NO ONE INCH { HORIZONTAL: NAD 1983/1991 Kennedy /JenKS SERVICES, INC. 3 -01- 358 COIISUItalitS M_APCEWOOD AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 r _ REVISION NO. WATER'TRcATMENT AND GOLF COURSE IMPROVEMENTS 2` 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH DATUM Federal Way, Washington 98001 sHT No. SCALE ACCORDINGLY Y 9 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA UTILITY DETAILS ,2 OF —;1 — — E 1I��IbI 4 GR60 @ 24" OC. EPDXY �ICII 1 12" MIN. N NTO E 4 EXISTING SLAB 4 14 GA.COPPER TRACER 'WIRE (PVC /HDPE ONLY) SELECT BACKFILL, COMPACT IN W 6" W t� -f53 vE 8 "LIFTS @ 95% MAX. GRADE 3 3 PIPE O.D. BEDDING &'PIPING ' ' P ZONE MATERIAL W.S.D.O.T. 9- 03.12(3) 6° CONSTRUCTION RECORD DRAWING NOTICE MAXIMUM C These record. have been prepared based upon 2 2 . : IS GREATER (TYPICAL) o infor tion contained provided by -I.the' Contractor, and by others HDR has not verified the :accuracy or completeness of the information provided to it and does not warrant the accuracy or completeness; of these record drawings.: Users of this information shall be solely responsible to verify any and SECTION. E E a all information represented herein prior to any such use NTS. TYP. o of the information. HOWN e e CITY OF RENTON D DATE: 1 1 VERTICAL: NAVD 1988 E ECONOMIG AND ENGINEERING 1 1'47% Planning /Building /Public Works Dept. ONE INCH { HORIZONTAL: NAD 1983/1991 Kennedy /JenKS SERVICES, INC. 3 -01- 358 COIISUItalitS M_APCEWOOD AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 r _ REVISION NO. WATER'TRcATMENT AND GOLF COURSE IMPROVEMENTS 2` 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH DATUM Federal Way, Washington 98001 sHT No. SCALE ACCORDINGLY Y 9 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA UTILITY DETAILS ,2 OF —;1 — — E A B C D E F G H I I I J I K I L M N 0 P Via. 1UU -"u 5/ go - 1 OC 16 EXISTING 196 ZONE E6 U18 s 87 o ? g s 9a °S s' 9? C 84 86 GENER AL NOTES: LO I N b W W CUPS 88 g P _ 7 _, N w \ �g 85- 8_6 E 1. UNLESS NOTED OTHERWISE, ALL WATER PIPING SHALL BE CL 52 DI, 10 — -9 WSDOT 9- 30.1(1). SIZE AS SHOWN. POC 9A _ O _— _� B i I ,�I� / - . _ > 9, 2. UNLESS NOTED OTHERWISE, ALL PUSH —ON JOINTS SHALL BE FULLY F— \ ! - -- 3 �s GO RESTRAINED WITH "FIELD LOCK" GASKETS OR EQUAL. w O �1 $' D OTHERWISE ALL FITTINGS SHALL BE FULLY w►H)[ J J 6.. W 3. UNLESS NOTE _ ^ oa / `b RESTRAINED W /SERIES 1100 "MEG— LUGS" BY EBAA IRON OR EQUAL — — %i��� o o ! `� gA�, ANY "MEGA —LUG" RESTRAINED FITTINGS ENCASED IN CONCRETE g g POC 9 ? ^,L O g 8`8 SHALL BE- COMPLETLY WRAPPED IN PLASTIC PRIOR TO ENCASEMENT. Q i y I z `mss < POC 15 `° 8 _ . ,,� I 86 4. UNLESS NOTED OTHERWISE, ALL FITTINGS SHALL BE 250psi RATED �6 \VAULT #2 I 25' FROM XFORMER 85 AWWA C110 OR C153, WSDOT 9-30.2(l). POC 19 \ i I TO PVC CHEMICAL CONDUIT 8` EXISTING BLDG. —�! i / O I I 23' FROM PVC CHEMICAL TO 83 NOTES: BREAK POINT J p ADS STORM 82 l I 1 REF. WELL 11 AND 17 SUPPLY PLAN SHEET C33 8 \j CHLORINATED WATER I 3 -11' FROM ADS STORM _ 8 0 - 8 (BCW) POC #4, 5, 6,) TO DI WATER + ^ EXISTING 565 ZONE x FOC 01 / 5' FROM BLDG FACE TO NEW TREATMENT I 2U 'REF. WELL 12 SUPPLY AND BCW PLAN SHEET C34 \ �! POC 18 DI WATER F I N E N f TREATMENT WATER FACILITY. 3O REF. LOCAL WATERMAIN UPGRADES SHEET C35 EXISTING 590 ZONE �—� SUPPY REF: M12 _80 aa" / ® REF. 565/196 ZONE PRV C36 AND C39 AP @ROX. LINE LOCATION OF EXISTING 196 ZONE J MEDIUM POWER CONDUCTOR o O \ i I 8> SS � I O REF. EXISTING OVERFLOW MODIFICATIONS C37 Y i (V 7 _ 2» �.�T„�� � � 00 � © EXISTING BUILDING TIE –IN REF M21, M22 7 EXISTING WELL 12 SUPPLY \ 82 \ ° 70 NEW BUILDING TIE -1N, REF. M14 \ 5 o I 0 —1 RAW WATER SUPPLY 6 / \ \ o�AULT 1 I O POINT OF CONNECTION REF. POINT ID. 3 BCW 7O 6 \ X\ w EXISTING POC X NEW 6 \ 10 \, Z Co <9'�O E N o 57 �' 2 \\ — or IQ \ \�10 �\ r'\ \ \ 15' SD D 7 5 5 G2g AIR GAP #4 I \ \ . 15 °' \ 12 W 3 #AF _. V NEW CART PATH — " 4 78 \ 2 / X 4 4 79 \ \ n n 84 \ SEE ALSO SHT. C22 FOR UTILITY AS —BUILT 78 \ \ l.� 8 / t INFORMATION. \ a 3 SEE ALSO SHT. C32 FOR UTILITY AS –BUILT 77 �� 1p ;4� 82 INFORMATION. �_ / SEE ALSO SHT. C35 FOR UTILITY AS —BUILT 1 INFORMATION. x \ ��? T1_81 POC 03 EX. WELL 17 CONSTRUCTION RECORD DRAWING NOTICE u T m � SCALE w FfEr.. - � been prepared based upon These record drawings have b � ,:2 -T 2 - information contained:. in addenda, change orders, or other available construction information, and information POC 02 provided by the Contractor, and by others. HDR has not - o w verified the accuracy or completeness of the information EX. WELL 11 provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this N �9 VI 1 information shall be solely responsible to verify any and cn - C33 o alt information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN CITY OF RENTON DATE: 1 OCTOBER, 2003 ' 1 DESIGNED: J. E. VERTICAL: NAVD 1988 Planning /Building /Public Works Dept. will `ECONOMIC AND ENGINEERING °i PROJECT NO. s DRAWN: R. B. ONE INCH HORIZONTAL NAD 1983/1991 Kennedy/Jenks SERVICES, INC. 3-01-358 CHECKED: G.P. t - MAP- LEVI_OOD Consultants REVISION N0. APPROVED: – AT FULL SCALE 10900 NE' 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 " 2 RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S, Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH DATUM Federal Way, Washington 98001 WATER PIPING OVERVIEW 1 ISSUED FOR CONSTRUCTION RB 10/0Z GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SHT N0. DWG No. C32 NO. REVISION BY DATE APPR LL A B C D E F G H I J K L M N A8 SCANNED OCT 21 2" 6 W-121915[ 3 f i A r r m 0 w in a E o° I 0 of Q 0 0 A B C D NOTES: C'') NOT USED Lr) 2- NOT USED CV 3. NOT USED t` 4. NOT USED C\1 5. ROUTE CONDUIT 107 FROM THE (N) SWITCHBOARD -B IN THE NEW TREATMENT BUILDING TO THE XFMR VAULT AND AND CONNECT TWO CONDUCTORS PER PHASE TO LOAD SIDE OF THE MAIN BREAKER TERMINATE CONDUCTORS WITH LUGS. TEST CONNECTIONS PER NETA ATS PARA 7.3.2.3 REQUIREMENTS. 6. NOT USED 7. NOT USED 9 8. BREAKOUT THE TELEMETRY CONDUIT AND INSTALL AN INTERCEPTING HANDHOLE (N) SHH -1. ROUTE (2) 2 "C- EMPTY, AS SHOWN TO (N) SHH -3. SET BOTH HANDHOLES TO FINISH ROADWAY GRADE. 9. FROM EHH -4A ROUTE NEW SIGNAL AND POWER CONDUITS PER DCN 7. ENCASE CONDUITS IN CONCRETE WHERE SHOWN. 10. OPTION 1: BREAK AWAY EHH -4C AND INSTALL NEW 6'X6'X12' UTILITY VAULT. CUSTOM FIT AROUND EXISTING DUCTBANK. RECOMMEND UTILITY VAULT #467 -TA. CUSTOM FABRICATE. 8 OPTION 2- CONSTRUCT NEW 6'X6'X12' MANHOLE AROUND EXISTING VAULT. POUR NEW CONCRETE BASE TO MATCH VAULT - RECOMMEND UTILITY VAULT #777 -LA. CUSTOM FABRICATE. 11. NOT USED 12- 24 "0 STORM DRAIN IN THIS AREA. ROUTE DUCTBANK UNDER STORM DRAIN PIPE WITH 12" MIN. CLEARANCE. 13. INSTALL GROUND BUSHINGS ON SIX CONDUITS (199 AND 200). INSTALL TWO NEW GROUND RODS ON SIX FOOTS CENTERS ADJACENT TO THE TRANSFORMER. INSTALL 1 #350 KCMIL BARE CONDUCTOR 7 BETWEEN THE TRANSFORMER GROUNDING POST, THE CONDUIT BUSHINGS AND THE GROUND RODS. 0 M 4 3 M 1 RECORD DRAWING I Iz /D:) N0. REVISION BY DATE APPR A B C I D F F G H I I J K L M N 0 P V -477 �N) SHH -7 149 t _\LTLH LINE _ _ _ PIT -101 SEE BELOW RIGHT (N) VALVE VAULT �y 10 SEE 2 i \ 200 ZE E3 E16 FIT -101rSEE 9 O O 218 219 (E) TREATMENT BUILDING' \S (E) EHH -4E DCN 17— F I CONT ON SHT E -19 (E) TRANSFORMER GROUNDING NOTE 13 \,\ l (E) CP -1_ (E) SWBD -A---- \ 00 (E) . PNL - -B— (E) EHH 4� /REMOVABLE 200 8 �� 218 W9, 9 Ec E3' E16 .. NOTE '' O TE 5 12`4 NEW WATER �Syti.4 O -- (E)!EHH -4A TREATMENT FACILITY � 0 ' 218 107 " (N) -SHH -2 . .\ 7 (N) SWBD B o\ SEE E 18 a� �' TO WELL ; 1 1 & 17 r (E)_2000 KVA XEMR HANDHOLE SCHEDULES NUMBER SIZE: W x L x D H2O `TRAFFIC COVER SEE DETAIL SHEET (E) EHH 4A 4' x 4' x 4' E ELEV 15' (M) EHH -4C 6' x 6' x APPROX. 12' YES MH TYPE 1/E-17 (N) SHH -1, 2, 3, 4, 5, 6, 7 2' x 3' x 36" YES, SHH 1 &2! ONLY 6/E-16 (M) EHH -4B 4' x 4' x APPROX. 6.5' YES 6/E -16 SCALE: AS NOTED &M CITY OF PENTON DATE. 1 DEC 2005 TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept. (Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING .:SERVICES, INC. PROJECT NO. 3 -01 -358 TIW -� Y - MAPLE1idOGU AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _ WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No: 32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005 DATUM, Fea ton IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No. SCALE ACCORDINGLY E v(N) SHH 1� ;wQ NOTE 8 E ELEV 15' `(TYP 2) = SEE E3 E17 2 QD , 3 _ MATCH LINE (E) EHH -4D - Q_ , SCALE: AS NOTED &M CITY OF PENTON DATE. 1 DEC 2005 TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept. (Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING .:SERVICES, INC. PROJECT NO. 3 -01 -358 TIW -� Y - MAPLE1idOGU AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _ WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No: 32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005 DATUM, Fea ton IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No. SCALE ACCORDINGLY E ;wQ I � W �53t127 2 _ MATCH LINE SEE UPPER LEFT ' RECORD DRAWING - 0 30 60 30' 90 Those Record Dro,ings have bacW p p d b ed.'a information provided by the ontractor . and others Kennedy /Jenks Consultants has not verified the ociv y a, completeness provided to th d does not warrant the accuracy r completeness of these Record Drawings: Users of these ,Record Drawings assume all 'risk of lass resulting from their. use. SCALE: AS NOTED &M CITY OF PENTON DATE. 1 DEC 2005 TEK VERTICAL: NAVD 1988 =° Planning /Building /Public Works Dept. (Mb, WL ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERING .:SERVICES, INC. PROJECT NO. 3 -01 -358 TIW -� Y - MAPLE1idOGU AT FULL SCALE Consultants 10900 NE 4th STREET, SUITE 1110 _ WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No: 32001 32nd Avenue South, Suite 100 V BELLEVUE, WASHINGTON 98005 DATUM, Fea ton IF NOT ONE INCH deral Way, Washington 98001 9 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA NEW TREATMENT. FACILITY sHT No. SCALE ACCORDINGLY E