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HomeMy WebLinkAbout01D1615CENTRAL PUGET SOUND A r. SOUND TRANSIT ,s 401 S. JACKSON STREET REGIONAL TRANSIT AUTHORITY SEATTLE, WA 98104-2826 (206) 398-5000 SOUND TRANSIT Cy) PROJECT AREA 181 AUBURN COMMUTER RAIL STATION _ z �, 3 o � N J 0 167 n e 3RD ST NE 5 z 2ND ST MAIN ST `'' �n MAIN 2ND ST SE RTA/CR 55-99 z 0 J 310 Si SE 4TH ST SE MY 18 18 MNf 18 CITY OF AUBURN SUBMITTAL 10/29/1999 C) 12TH ST SEC) 5TH Si SW H H BOUNDARY a m PROJECT LOCATION MAP TABLE OF CONTENTS SHEET DWG. CIVIL DRAWING TITLE NO. NO. PROJECT MANAGEMENT & ARCHITECTURE 4. PC - 0001 GENERAL NOTES AND ABBREVIATION 5. PC - 0002 DEMOLITION AND EROSION CONTROL PLAN 6. PC - 0003 SITE PLAN - HORIZONTAL CONTROL 7. PC - 0004 SITE PLAN - VERTICAL CONTROL 8. PC - 0005 SITE PLAN VERTICAL CONTROL WEST SIDE PARKING LOT 9. PC - 0006 PROFILES 10. PC - 0007 TYPICAL SECTIONS A R i / Verma Associates, / / / /� c 11. PC - 0008 TYPICAL DETAILS 12. PC - 0009 PAVING PLAN 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 13. PC-0010 DRAINAGE PLAN • T E L ( 4 2 5) 5 7 6— 0 2 6 6 • FA X ( 4 2 5) 5 7 6— 0 7 6 6 14. PC-0011 DRAINAGE PROFILES - SHEET 1 15. PC - 0012 DRAINAGE PROFILES - SHEET 2 16. PC - 0013 DRAINAGE DETAILS 17. PC - 0014 DETENTION VAULT DETAILS 18. PC - 0015 PLATFORM PLAN WEST SIDE 19. PC - 0016 PLATFORM PLAN EAST SIDE 20. PC - 0017 STRIPING, MARKING AND SIGNING PLAN 21. PC - 0018 WATER LINE PLAN �ro�q of t�I agog OIDI615 ABBREVIATIONS SYMBOLS _ _ 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, III=III=� EARTH SIX INCHES (6') MINIMUM UNDER, TO SIX INCHES (6') MINIMUM OVER THE PIPE, AS PER THE CITY OF A AC ASPHALT CONCRETE I ID INSIDE DIAMETER TD TOP OF DECK EXISTING PROPOSED AUBURN STANDARD DETAIL NO. GEPT-2. ADA AMERICANS WITH DISABILITIES ACT IN INFO INCH, INCHES INFORMATION TVM TICKET VENDING MACHINE HANDICAP ACCESS ' • . CONCRETE 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 : �. FOR CONSTRUC11ON PROCEDURES ALUM ALUMINUM INT INTERIOR T TELEPHONE AP ACCESS PANEL INV INVERT TDD TELECOMMUNICATION DEVICE FOR THE O • MARKERS TYPE I 23. APPROX APPROXIMATELY J JT JOINT 9 WIWISTEEL ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL. ARCH ARCHITECT (ARCHITECTURAL) K KOP KNOCK OUT PANEL TS DEAF TUBE STEEL ❑ ■ MARKERS TYPE II FOR TRENCH BACKFILL PER SECTION WSDOT STANDARD SPECIFICATION SECTION 9-03.14 AFF ABOVE FINISHED FLOOR COMPACTED FILL 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH APWA AMERICAN PUBLIC WORKS L LG LONG LENGTH, LONG LONGITUDINAL U UBC UNIFORM BUILDING 111 ONLY MINUS CRACKED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER ASSOCIATION CODE CITY OF AUBURN STANDARD DETAIL GEPT-1. B BET BLDG BETWEEN BUILDING LVL LP LTG LEVEL LOW POINT LIGHTING LINO UNLESS NOTED OTHERWISE RIGHT TURN ONLY JOINT FILLER 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE SOUND TRANSIT BLKG BLOCKING 410# CONSTRUCTION MANAGER. BM BNSF BEAM BURLINGTON NORTHERN M MATL MAX MH MATERIAL, MATERIALS MAXIMUM MANHOLE V VENT VERT VCP VENTILATION VERTICALil VITRIFIED CLAY STOP REVISION REFERENCE 26. CONTRACTOR SHALL COMPLY WITH ALL SAFETY CODES, REGULATIONS AND LAWS N AUTHORITIES HAVING JURISDICTION. SANTA FE RAILWAY BOS BOTTOM ON STEEL MFR MANUFACTURER PIPE=­_� REVISION DIAMOND BOT BW BOTTOM BACK OF WALK MIN MISC MINIMUM MISCELLANEOUS W W WEST STRAIGHT ARROW 27• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. MTG MOUNTING 2 REVISION DELTA BD BOARD WM WATER METER 28. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND MTTV MULTI TRIP TICKET W/ WITH FENCE HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM BUILDING CODE REGULA11ONS AND JURISDICTIONS. VALIDATOR W/0 WITHOUT C CIP CL OR (L CAST IN PLACE CENTERLINE MTVM MASTER TICKET VENDING MACHINE WP WT WORK POINT WEIGHT - �--*- I-;- RAILROAD GENERAL NOTES 29. FIRE PROTECTION FACILITIES INCLUDING ACCESS MUST BE PROVIDED PRIOR TO AND DURING CL FENCE CHAIN LINK FENCE MET/MTL METAL W/R WATER RESISTANT CONSTRUCTION. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND CLR CLEAR, CLEARANCE MUTCD MANUAL ON UNIFORM WSDOT WASHINGTON STATE COL COLUMN TRAFFIC CONTROL DEPARTMENT OF STORM DRAIN CATCH BASIN ❑ 30. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR/REPLACEMENT ON ANY DAMAGE TO MATERIALS CONC CONCRETE DEVICES TRANSPORTATION SPECIFICATIONS. OR FACILITIES INTENDED TO REMAIN IN PLACE. CONF CONFERENCE @ O STORM DRAIN MANHOLE *WASHINGTON CONN CONSTR CONNECTION N N N /A NORTH NOT APPLICABLE 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE 31 THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS REQUIRED FOR CONSIRUC110N OF NOT IN CONTRACT �_ STATE DEPARTMENT OF TRANSPORTATIWSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND TRANSPORTATION ( THIS PROJECT. CONT CONTINUOUS, CONTINUE NIC _L SIGN MUNICIPAL CONSTRUCTION ," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY C TO C CONTROL JOINT CENTER CENTER NO NOM NUMBER NOMINAL SPOT ELEVATION THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 32, THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND ALL SU, STRUCTURESS TY TO THEIR ORIGINAL CONDITION TO THE CIF CURB FACE NTS NOT TO SCALE 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE CITY OF AUBURN STANDARD CONSTRUCTION ION CCTV CLOSED CIRCUIT SATISFACTION OFRFATHEESOU D TRANSITRESTORE CONSTRDITCHES U CTION MANAGER, 0 OC ON CENTER NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG NTH A COPY CM TELEVISION CHANGEABLE MESSAGE OD OUTSIDE DIAMETER O • SAN. SEWER MANHOLE THE APPROVED PLANS. 33. ALL AREAS AND ITEMS NOTED AS NIC, SIGNAGE, AND TVM SHALL BE PERFORMED UNDER A SEPARATE SIGNAGE OPER OPNG OPERATOR OPENING 4. A PRE-CNSTRUC11N MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC CONTRACT. CMU CONCRETE MASONRY UNIT OPP OPPOSITE �-- ------- RR CROSSING GATE FACILITY EXTENSION PROJECTS. SEE SPECIAL PROVISIONS SECTION 01039. 34. THE CONTRACTOR SHALL PERFORM WORK IN SUCH MANNER AND AT SUCH TIMES SO AS NOT TO Cl CSTC CAST IRON CRUSHED SURFACING P P.A. PCC PLANTER AREA PORTLAND CEMENT U1ILITY POLE ANCHOR 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION LOCATION MARKING AND ENDANGER OR INTERFERE WITH THE SAFE OPERA11N OF RUNNING TRAINS. THE CONTRACTOR SHALL OBTAIN PERMISSION FOR MOVEMENT OF EQUIPMENT ACROSS TRACKS AT LOCATIONS OTHER THAN PUBLIC TOP COURSE CONCRETE RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER CROSSINGS. SUCH PERMISSION MAY NOT NECESSARILY BE GRANTED. IF IT IS GRANTED, THE CONTRACTOR CSBC CRUSHED SURFACING pL PLATE 19.1222 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ANY CONDITIONS REQUIRED SUCH AS BUT NOT LIMITED T0, THE BRIDGING N THE BASE COURSE PLAT(S) PLATFORM(S) 2 NOZZLE FIRE HYDRANT SHALL LL ONE -CALL BNSF DIGALER24-5555) FOR UTILITY LOCATIONS (WATER, SEWER, G4 AS, POWER, TELEPHONEANDTELEVISION) AT1 SANITARY SEWER, STORM RAIL AND PROTECTION OF THE BALLAST SECTION. CB CATCH BASIN PP POWER POLE AND PL PROPERTY LINE j� N GATE VALVE OR 1-206-625-6241. 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN N THE DRAWINGS. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL MATERIALS, TOOLS, EQUIPMENT AND D DET DETAIL PS POINT OF SWITCH V v INCIDENTALS WHETHER BROUGHT UPON THE RIGHT-OF-WAY BY THE CONTRACTOR, ONE OF HIS DIA DIAMETER PA PUBLIC ADDRESS THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD SUBCONTRACTORS, EMPLOYEES OR AGENTS. DIAL DIAGONAL PUC PUBLIC UTILITIES ® � WATER METER ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED DIM DM DN DIMENSIaN DEDUCT METER DOWN pTD PED COMMISSION PAINTED PEDESTRIAN BENCH MARK BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT 36. THE BOTTOM OF FOUNDATIONS MAY VARY FROM THAT SHOWN N THE DRAWINGS DUE TO THE SOIL BEARING CAPACITY AT DIFFERENT SITES. VERIFY BOTTOM OF FOUNDATIONS WITH THE SOUND TRANSIT DR DOOR PGL PROPOSED GRADE LINE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL CONSTRUCTION MANAGER BEFORE BACKFILLING OR PLACING CONCRETE. DS DOWNSPOUT BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE DWG(S) DRAWING(S) R R RADIUS, RISER O COLUMN GRID BUBBLE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 37. Ct�tTR`ACM SHALL NOT R1 ANY UTILITY OR DRAINAGE STRUCTURE UNTIL IT IS NO LONGER A55 R RECESSED NEEDED AS DETERMINED BY TW SOUND TRANSIT CONSTRUC11ON MANAGER. E E EA EFC EAST EACH EXPOSED FINISH RE: REF REINF REFER REFERENCE REINFORCE SECTION CUT 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. PROPOSED CONSTRUCTION SEQUENCE CONCRETE A EJ EXPANSION JOINT REINFORCED A- TOP - SECTION IDENTIFICATION LETTER 9. IT SHALL BE THE CONTRACTORS RESPNSABILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF EL ELEVATION (HEIGHT) READ REQUIRED BOTTOM - DRAWING N WHICH SECTION IS DRAWN ALL UNDER GROUND UTILITIES. 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. ELECT ELECTRIC, ELECTRICAL REV REVISION 1 ELEV ELEVATION (VIEW) ENCLOSURE RR ROW, R/W RIGHT OF WAY 10. EXISTING PAVEMENT SURFACES SHALL BE CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND INSTALL FILTER FABRIC ENCL SECTION TITLE (12') OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT FENCE AS SHOWN ON THE PLANS. EP EQ EDGE OF EQUAL PAVEMENT SECTI ON 2 TOP - SECTIN IDENTIFICATION LETTER SHALL BE PAINTED WITH ASPHALT EMULSIONS (CSS-1). 3. DEMOLISH AND REMOVE BUILDINGS, FOUNDATIONS AND PAVEMENTS AS SHOWN EQUIUP EG EQUIPMENT EDGE N GUTTER S S SOUTH SURFACE MOUNTED 1/4' = 1'-0' SA-000 BOTTOM RIGHT - IGHSCALE DWG ON WHICH SECTION IS DRAWN 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT ON THE PLANS. CLEAR SITE AS SHOWN ON THE PLANS. EW EDGE OF WALK SSC) HED SCHEDULE THE PRE-CNSTRUC11ON MEETING. 4. CONSTRUCT TEMPORARY DETENTION POND AND DETENTION VAULT. WITH EACH EXP EXPANSION SECT SHT SECTION SHEET LAYER OF FILL MATERIAL. GRADE TO MAINTAIN POSITIVE SLOPE TO POND OR EXIST EXISTING SIG SIGNAL LINE 2 DETAIL INDICA11N 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, ASSM N THE PLANS OR AS VAULT AS APPLICABLE. EMT EMP EMERGENCY TELEPHONE EMERGENCY SIM SIMILAR A-000 TOP - DETAIL OR ASSEMBLY IDENTIFICATION NO. AFFECTED BY CONSTRUCTION, PER CITYS STANDARD DETAIL NO. TRSP-1. 5. STABILIZE/HYDROSEED EXPOSED AREAS. a MANAGEMENT PANEL SM SHEET METAL BOTTOM - DRAWING N WHICH DETAIL IS DRAWN SPEC SPECIFICATION(S) 13• POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION 6. INSTALL UTILITIES AND STORM DRAINAGE PER PLANS. PROVIDE CATCH BASIN F F TO F FACE TO FACE SQ SQUARE AIL FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5)•FIN PROTECTION ON ALL CATCH BASINS. SS/SST STAINLESS STANDARD STEEL DETAIL TITLE 2 TOPDETAIL OR ASSEMBLY IDENTIFICATION N0. 7. CONSTRUCT PLATFORM, SHELTER AND LIGHT FOUNDATIONS. Z FIN GRD FINISH GRADE ADEI� 3 BOTTOM RIGHT DRAWING ON WHICH DET IS DRAWN t4 ALL CONSTRUCIIN SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE FL FLOW LINE STL STEEL BOTTOM LEFT - SCALE DIREC11ON OF A WASHINGTON LICENSED LAND SURVEYOR ON A WASHINGTON LICENSED PROFESSIONAL 8. CONSTRUCT PLATFORM SLAB. CONSTRUCT SHELTERS. FLUOR FLUORESCENT STOR STORAGE ENGINEER. p co FN FACE OF CONCRETE STRUCT STRUCTURE 9. CONSTRUCT CURBS, GUTTERS, SIDEWALKS AND WHEELCHAIR RAMPS. go M FS FO FINISH SURFACE FACE OF SYS SMS S YSTEM SHEET METAL SCREWS I TLE PLAN DETAIL TITLE 15• THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A SHALL 10. PAVE BUS DRIVE AND PARKING LOTS. TOP - DETAIL OR ASSEMBLY IDENTIFICATION NO. RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR ALSO SWEEP ALL AFFECTED PUBLIC ROADS, FF FT FINISEI FLOOR FEET T STA TC STATION TOP OF CURB 1 4 = 1-0 A-000 BOTTOM RIGHT - DRAWING ON WHICH DET IS DRAWN BOTTOM LEFT -SCALE AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD 11, INSTALL LANDSCAPING AND SITE LIGHTING. CLEAN STORM DRAINAGE SYSTEM. G G GAS TEL TELEPHONE CONSTRUCTION DRAWINGS" REQUIREMENT. 12. REMOVE EROSION AND SEDIMENT CONTROL FACILITIES AFTER APPROVAL OF STCM. Y w o W GA GEN GAGE, GAUGE GENERAL Tip TG TEMPORARY TOP OF GRADE - CENTERLINE OF TRACK 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND 13. COMPLETE INSPECTION PUNCHLIST. / 3 w GALV GRTG GALVANIZED GRATING THK TOC THICK, THICKNESS TRACK TOP OF CONCRETE CENTERLINE/COLUMN GRID LINE CASTINGS SHALL BE 14 INCITES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -Of -WAY OR EASEMENTS SHALL BE „es/919 PROJECT REF: FAC 0007-99 Q } F- GB GYP GRADE BREAK GYPSUM T.O.M TOP OF MASONRY ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CIIYS STANDARD ADJUSTMENT DETAIL These drawings c nform to the Coglactor's construction records. These plans are approved for conformance with the City of Iz H HORIZ HR HORIZONTAL HOUR TOP T.O.STL T/R, TOR Tp TOP OF PIPE TOP OF STEEL TOP OF RAIL TOP OF PLATFORM --� - _ _.. _ - MATCH LINE LIMIT OF CONTRACT NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19• PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CNNEC11ONS OF SDR 21 By. Date: aa/_4 � Auburn's Engineering Division requirements. a v a i z HT HM HEIGHTTYP HOLLOW METAL TYPICAL- ELEVATION DATUM POINT AND/OR WORK POINT OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. Title/Positi n: � ��� Approved By: pp CD Z 00 H/CAP HANDICAP T.PAV TOP OF PAVEMENT 20• THE MAXIMUM EATING LENGTHS SHALL NOT EXCEED 12 6 FOR SDR 21 OR 35 PIPE. Confirmed by City: Date: Date Approved: 1 3 w z INFORMATION CONFIDENTIAL: DESIGNED BY J. K. SCHROEDER E_ � Central Puget Sound Regional Trans& A uthorlty SCKh, ° Information on all specifications, and plans, drawings, /or information furnished Soundrransit�� w� oF,� �,� SOUND TRANSIT COMMUTER RAIL SYSTEM DRAWING NO. PC-0001 DRAWN BY R. L0 z M herewith shall remain Regional Transit Authority the property of the - Sound Transit CHEEK Carter Burs '� +n SOUND TRANSIT AUBURN STATION REVISION SHEET NO. ® 10-29-1999 PCO-10 Added Construction Sequence � J U w and shall be held confidential; and shall not be used for any purpose not included in the agreements with the Regional Transit R. oL OMH A n i/ V e r m a Associates 550 KIRKL4ND WAY, SUITE 216, KIRKLAND, I n c ' WA 9803.3 Consultants in Planning, Engineering, ArchiteUuro, Construction Management, and Related Services Inc. 2 2 ti 0. `sIONAL GENERAL NOTE A N ABBREVIATIONS4rz 5J 4 APPROVED BY K. SCHROEDER F- X C) 7-29-1999 Issued conformed document SCALE UjJ. Authority -Sound Transit. WE 5-17-1999 SUBMITTED: APPROVED: o o 1 6-7-1999 Addendum 1 -Revised General Notes r; a- z REV. DATE DESCRIPTION BY SUB. APP. 11 03 00 GRADING AND EROSION CONTROL NOTES 4• THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS -.; _.__..__ I 1 WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED a I DEMOLITION ITEMS DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES FROM THE CITY. FOR MORE THAN 7 DAYS SHALL BE STABILIZED ;�`' c; % REMOVE EXISTING BUILDING AND FOUNDATION. MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND I f-- REMOVE CEMENT CONCRETE i _ 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL IMMEDIATELY. I PAVEMENT , CLEARIING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE ? I Y REMOVE EXISTING FENCE. THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT 6. SUBMIT TRAFFIC CONTROL PLAN TO THE SOUND TRANSIT DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING CONSTRUCTION MANAGER FOR APPROVAL BY THE CITY OF AUBURN. I Ole) A , - .w, # REMOVE ASPHALT CONCRETE i Q SAWCUT CEMENT CONCRETE PAVEMENT. DRAINAGE WAYS. TO THE FOLLOWING SCHEDULE: SEE SPECIAL PROVISIONS SECTION 01750, PAVEMENT .. i {, �. CONSTRUCTION ENTRANCE PER CITY OF AUBURN FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL " _ 1 f STD PLAN DEV 5. 2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES -�~ GRADE AND THOSE WHICH ARE SCHEDULED TO REMMN - EXISTTNG BUILDINGS AND { DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE - v f i FOUNDATiOIS E .. t" 5 REMOVE EXISTING CURB OR CURB AND GUTTER. MINIMUM CONTROL REQUI EMENTS TO MEET ANTICIPATED SITE UNWORKED FOR MORE THAN 30 DAYS, SHALL BE `., i , K 4; _,.� r ,{ a {;h;' O CONDITIONS. ADDITIONAL RAINAGE AND EROSION CONTROL STABILIZED WITHIN 10 DAYS. I ; p 1, ll # i © SAWCUT EXISTING CURB OR CURB AND GUTTER. FACILITIES MAY BE REQUIR D AS SITUATIONS WARRANT DURING -- - .' _ „ A { ,,...-, ,�_� c a; 1 ii t { i FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES .-- ". - x { CONSTRUCTION. THE IMPLEMENTATION MAINTENANCE'-_ :.�Y�tt.. _._� , ) ! 1 (STING ASPHALT CONCRETE _. _.___ ' PAVEMENT. SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE OVEX REPLACEMENT AND ADDITION§ TO THESE CONTROL SYSTEMS SHALL _ •F,.�',.,._ Mxy;. .. � ..._",-__'._.—.� tilt .-."-" BE THE RESPONSIBILITY OF E PERMITfEE. SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA - = - M _v,__ _ :,HI { ,, ____...,__:_____ r _ 8 REMOVE EXISTING CEMENT CONCRETE GREATER THAN 1PORn " __ . �_-.R, _,._ _ - -- s' 3. THE DETENTION CONTROL PO SHALL REMAIN IN PLACE UNTIL - 47- -' - - "' .._. _. __ ,_., _:_ Z SIDEWALK. OR D. THE PERMANENT STORM SYST IS IN PLACE AND OPERATIONAL. BEGIN -BEGIN.- -_. ___: - - - 9 SA 2 �I"OM OF POND.._ _ z f K. WCUT EXISTING CONCRETE SIDEWALK. 3.22---,.,_.._. _:_.___ �.�._.,.!{ - 0 REMOVE EXISTING CATCH BASIN AND IX 7 -'- -- - _ , ._ _ PLUG PIPE M� ® STING TREES i _ t i � C�.-LtMI � 1 REMOVE EX rt@ REMOVE CEMENT DEMOLITIONCONCRETE PAVEMENT 13 REMOVE PULL BOX AFTER PUGET SOUND 1- ;' ENERGY DISCONNECTS POWER. 1 �' }R __ Po 14 SILT CONTROL FENCE PER CITY OF AUBURN CONTRACT LIMIT STD PLAN DEV-6. - I i To -EXIST �o1�STR l�i'if�1v - # 1 CITY OF AUBURN ... v , , f 2 0 : , � r STD PLAN DEV 7 AND DEV-8 jj V I 16 REMOVE EXISTING RAILROAD TRACKS AND TIES. PROTECT BILL B(�RD : is ; 1 © REMOVE CONCRETE PAD. PUGET �. _ �` REMOV , � �., PLAC, � A 4 SOUNDEENERGEY DISCONNELECTRICALIECTS CE POWER.POLEE REMOVE POLE AFrER SIGNAL LINES HAVE BEEN F)EN.S 1 nw WT _ ,v RELOCATED BY BNSF D # r^ x 0 .. REMOVE AND SALVAGE FIRE HYDRANT. DELIVER _• �. URN ew,�.d+n :v new. ..,� ___ __ -._-_.__...., ___� •_; �, „_._. __,_..._____ _.__. - _., �-____ .__.v.__ „-...,_.___ - _ ..,:._.,- _ .,.....°:,:.,.�.,•..,,�.:� ,•...._.._.><._...•....:�` ___ `;; - ' r .IN GOOD `�.: CONDITION I TY MAINTENANCE AND OPERATIONS BUILDINGB 1305 '-_. _ S ©1 GRADING/EROSION DISCHARGE CONTROL STRUCTURE I _._...... _ : - ___ _._..-_ _.......... — ,, ._.— ; - r� —Z % _._�_ �.�,— OF AUBURN STD PLAN DEV 4. SE t PER CITY E , -i DETAIL 6 - _,._.�� __ --: �----�-- « -�'�- - �'----^-•---'-}--�•-��-.....-- .�...-"•.-.-• _ .. __ _ � * ON DRAWING PC 0008 FOR ADDITIONAL .. Mom_,..•-__ ,. � ...._ sue.--. _ ...a. a x CT RR SIGNAL _ __. _,.. ;� t E E / CGNC-RET ;k E �_._ i � 1 _ Y BLOCKS f.; _- _-.. _ _._ _ ._ _ .__-_.. _BY OTHERS (N.I.C. 1 POWER POLE AND OVERHEAD WIRES TO BE _E._ `. ,-. _ - r` '''I v ❑ RELOCATED BY PUGET SOUND ENERGY. 1 2 ,,... 16 + 00 B _ - p _ _ 15+Oo _ 14+00 4 t 2 POWER AT ELECTRICAL PULL BOX WILL BE x -�--- _�__ _ 13+C i _ - 3 EwY ❑ Cd TRAC '� ` 1 _ —— — — -`� ;. DISCONTINUED BY PUGET SOUND ENERGY. � iwflT of _. , �U_s D R i V E __ __ -_ _ _._ . _ . __., _.._.....__. - __ __ UCTION -'` cv 1 5 ❑3 WATER METER AND VALVE TO BE REMOVED BY i -/ END THE CITY OF AUBURN i , - BE REMOVED BY THE - _ _ _.. _ __. THE CITY OF AUBURN. 'art i PROTECT EC!B AF Q BNSF SIGNAL LINES TO BE RELOCATED BY BNSF. N r r, PLACE BNSF SIGN TO BE RELOCATED BY BNSF. f 0 2 ; _.,. _. . M, •1f1 , j,➢c�. +,a .:+aaa,e�.. � i , �,� L� � ,tZ�, h. ie I'� _., _"'_____.'-..``r'a,,.w:.�. ...._,.,.. ,J ., 4 3 • F ' i # I. i, i A , JC11 ,.., I x,:x.,mm»rranxie..:a'•i.�s.-<.a..ys, ? , f ALLEY PA NG t TO REMAIN : � � t �: I _ . � € i - ,��'ti A•8 Clpp �� { O F y • X' f� ?� 3 '� ,cx+m,+eves.ro,:wgsw,etw.wa..muvmeaam�.samAesvunawviamxeaw€z».x_m+,eertxxa_..............:-. ,, i �'f.` I � :i ' 1 vim" %� � � f� y ; ••� t' �_� 'J�, T v 00 I� 'I Y �. 1 4 ; � O ! ej � r -�• ® :i I __ r r� 1 y 4. # f SCALE 1"=40 —0 < 1 (� �.rr.^!e:. _'�seaa� ±,.ka,,sv •°f ? t _� I. ° ,' 1 t'', � i 1 t i V _ -..:J � li. � I f�. ,.\ 1. $ w t Record Drawing Certification O N % # I r '` r ➢t➢ r I f, `• , It 1 , ! i 1'• € ii 1 , co o I CON TR ,' 'L-�� ' �i ' -' --- - -' - i <' ? i These drawings form to the C ntractor's construction records. NOE r i � l # t, �� Q6/11/401 i i. k1 I t �...t f;y i 8 rt 1•-" ,i a., ii t i B r' , _ __—___." _._ ______- , # 1 SEE~ SOECIA ° : - � � ; L PRbVISi�VS� : { jtt{}} ,.;k _w,-*�.. r _e'c:.^..... ! t. �'_•% L { # A "y 1 i t3 i t O • V 1 4/ 1 L• �y # t- : a i : P f Y, ' r ".cn-rr.-•.,�»:.--..«ems. ,..^��•-._ 'Qi..�,, _ �.._,..,_- '":^•::..•�'.^,k-_:, ./ $�, ._._.... •, t S, ti I Title/Positi 3on: �►d�i�. ..T:?,;. .. ��,x•,.._.:,,:,...�v. •ti,,7.....,'-.,_._.:_. "I.. _.2._.... _.M.............. ._"__=�_"^7}+rtr'.a..�s,axca:a,.w.,�n.vbe:l t L $ ....._-...,.,,»,. ^^Y ,. i E• )•` 1 - ` x i a 8 � , t 1 f S { -y t Y _� Confirmed y City: D� J; ' _..-.,....._. ,....t....._._-..__., mow.-_..._..' [ E 1 { 1 �•-i b i OW } .._. :;-� r� ; � ,.._., ; _,__, / , _. .M _. _. ' } �t 4 , Q I I r} r£�- - ; ; ` PR JE T R - _ ........ . ..... _. _ t � ._. _. ..,_.._....,..-, y... i.._ n, �j-..a v -.-._...,._._,ee:xa^mne'-wme.W.i'--rY.%iw•a.aemc:�maa_-:...,y,.xe---sacxarae[:.,cxar.r"s.�,atrr.ssw.s:orn i _. .`f .l"....., ,,.-._... j1 , t . vasty,:.s_a«�co.^,s.'rnrsgxrpAaweRafameM,ic.tw'ea..^+:xc+o:v"_�i.xxaxcax+,mct- l T _.".___:___ _.-,__.,_. _._._. __._. ..._. I .' `i`"'"" 4 - e. , A : , These plans are approved for conformance with the City o � �'' _ �^-'�-^•--�— _ Auburn s Engineering #v#s{on r q requirements. i # s a u' i.._, _.,. .. _.,..__ ... �- �pi i . _.:r,.s•..�.-rK�..,. v-��� +.,,� _. �♦ `, ; 7ros,,,,,.«..,,,.,a 1 _ ;_ •, i°l tl ma:,gk,n� . ,,....•�,._-:,,.- O x ND,I1'+tfl'�4. __.Y . _. ,_, #— fL:..,._. ;" • t .a Q Q r r �> i3 3. f f', I :.._......_... _.__.,, ( ; S - ,_zr -1.f . y. t-...._...,......,. r ,"S:. .+'w-,,.*^. _ J Z I �, :(, t , I . E BEGIN BUS DRIVE pSrJ A. { v �'. , Approved .� {— �, .. " L'',��',Ci I ti f' i1 4 \l~ `�� I�f- .% _ y \ z (fl •'. ' i � �i { .,.. I i i h .1. ti : � ,' „....._....._. .._...,..1 I f I (' ]I i� #: . ,� • i. \� � 'ea i W 1 :. I, t E i ♦ � E p �i y � `..,, i � i 1 s - I L:' `^1 y \. , t \ 'i '� � , i i e ' , i Date Approved: All 211 5 w DESIG14ED BY z INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Puget Sound R69ional TransitAuthority SCII� Information on all plans, drawings, DRAWN BY SoundTransit �� ug SOUND TRANSIT COMMUTER RAIL S Y S T E M DRAWING NO. Q 10-29-1999 PCO-10 Revised t side specifications, and /or information furnished �i' �w � west e parM. J. GAGNON PC-0002 - a 1� w herewith shall remain the property of the �oa� Qz SOUND TRANSIT AUBURN STATION ® 8-10-1999 PCO-01 City of Auburn Submittal (Ref: Comments 7-23-99) Regional Transit Authority - Sound Transit CHECKED BY _ W 7-29-1999 Issued conformed document and shall be held confidential; and shall not R. J. BERGH Carter BV1'�eieREVISION SHEET NO. Consultants in Planning, Engineering, dServlArchitecture,5 be used for any purpose not included in APPROVED BY A h % V e r in a A S S o C % a t e S ,Inc . ConstructionManagement,and RelatedS•rv#ces ,p2oea2 ,, DEMOLITION AND EROSION CONTROL PLAN 5 in Carter 8 Surgass, Inc. .�Q �. 6-21-1999 Addendum 3 - Deleted spot elevations the agreements with the Regional Transit 8525120th Avenue NE', Suite 200, Kirkland, WA 88033 ISTy`►' U w J. K. SCHROEDER 550 KIRKL4ND WAY, SUITE 216, K/RKLAND, WA 98033 M 1a 6-7-1999 Addendum 1 - Revised Project Ref. block Authority - Sound Transit. DATE SIoxAL � .� SCALE 0 :2n z �c�i nnrc n�c�olnTlr�nl RY cll0 noo 5-17-1999 SUBMITTED: APPROVED: __,._„ ,_,.,1" = 40' - 011 ---- I I I\ (— V. I V n I L I L.! L_ J \- I\ I r I I V I V I `• • ..,vu.I /--, I I ' •Ir11���1 I,�,Mlrr� $' 0 151- 0 1 D 16 t 5^ rn 3 a 0 0 U g 0 a 0 e- zz 0 Lu co T rn `�l z Y w Cr O W W J Q U =z a. w a' F-o U Q <z Ckf 00 w :2 zw J z w V)� w U W 0LJ w w m O� a_ z y.. } e r { rl -- --• it 10-29-199 PCO-10 Revised west side parking lot 4 8-10-1999 PCO-01 City of Auburn Submittal (Ref: Comments 7-23-99) 7-29-1999 Issued conformed document Al 6-7-1999 1 Addendum 1 - Revised horizontal datum REV. DATE I DESCRIPTION BY APP DESIGNED BY INFORMATION CONFIDENTIAL: Information on all plans, drawings, DRAWN BY specifications, and /or information furnished herewith shall remain the property of the Regional Transit Authority - Sound Transit CHECKED BY and shall be held confidential; and shall not be used for any purpose not included in APPROVED BY the agreements with the Regional Transit Authority - Sound Transit. DATE J. K. SCHROEDER M. J. GAGNON J. K. SCHROEDER 5-17-1999 ''"1'- _....._ .: _ _ ._ 1 _ .. S 01 '0 3' 5 9"—W r 320.11 T Central Puget Sound Regional Transit Authority V / �) Q /� �j Ta ® tf �f Carter A n / l I e r / 11 a A s v7 O V l Gi Ei a7 In / cj . Consuttctio in Planning, t, and Related d Services Construction Management, and Related Services Carter & Burgess, tnc. '``� ,5W KIRKLAND WAY, SU17r 316, KIRKL4ND, WA 98033 8525 120th Avenue NE, Suite 200, Kirkland, WA OWSa SUBMITTED: APPROVED: lie: 11/03/00 NOTES P O C ST. SW CONNECTION BY OTHERS. CONTRACTOR SHALL VERIFY AND COORDINATE � t ' WORK WITH ADJACENT CONTRACTOR. t 2O SEE ARCHITECTURAL DRAWINGS FOR LOCATION I I-' OF PLAZA SIDEWALK EXPANSION JOINTS. CURVE DATA CURVE A R (FT) L (FT) T (FT) AQ 45'00'00" 42.00' 32.99' 17.40' ©145-00'00 it 42.00' 32.99' 17.40' © 89-58'42" 42.00' 65.96' 41.98' Q 72'41'51 to1 60.00' 1 76.13' 1 44.15' FUTURE CONSTRUCTION BY OTHERS 40 0 40 80 SCALE : 1"=40'-O" Record Drawing Certification These drawl g: By: Title/Position: Confirmed by City: or's construction records. Date: Date: PROJECT REF: FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. ir.•^I 337.�35,.._ Approved By: L20ne ✓w J,:�i —E- 1653544.683`� Date Approved: i 3 gS SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION SITE PLAN HORIZONTAL CONTROL DRAWING NO. PC-0003 REVISION SHEET NO. 5 6 SCALE 1 " = 40' — 0" f QTO8` oI.D!,e�1S — -------------- NOTES ELEVATION NOTES - --------- 1 ELEVATIONS IN PARENTHESIS INDICATE EXISTING J SEE ARCHITECTURAL PLANS FOR JOINT AND SCORING PATTERN IN ELEVATIONS. CONTRACTOR SHALL VERIFY EXISITING PLAZA AREA. ELEVATIONS BEFORE BEGINNING WORK. BENCH MARKS L DRAWtNt:`PC- --405 9M 28-3 EL 74.07 T TI > FOP VERTICAL CONTROL MONUMENT AT THE CENTERLINE OF WEST MAIN STREET AND "C" STREET SW. WORMATION IN THIS . ......... . . BM 12-E EL 79.97 T MONUMENT AT THE CENTERLINE OF 1ST STREET SW -7 AND "A" STREET SW. RE . ...... Fu,n,* fUT 551 F F 1 1 -FL 81. L — — — — — — — — — — - 3 r T-UTURE C ST-*-- SW 4MMMM TG -91 —7 —4-4" -A 00 0 A". _A\ TC 81.46 -N, FL 80.96 FlJTU#tE, TC 81.4 5 TC ---8236 iolli loe 1 ETC .27 12+00 oorl- 81 77 N 00*56' E TC 182.03 FL i-al . 5 3 Z F =iZzi 7 i Iloo X 0 < 0 - zeb C .... ....... 0; L-78 47 16+00 15+00 - 1 4+W- 3 1+00 -O 15—RIVE SEE NOTE 1 TIC 7 8.6 9 01 FL 78.19 TC 78 '37 0 o TC� 7, ---- ---- L'7 11 # 0 1-07 + C < 17 N/ M FL 77.91, fL 77.5 0 7 x pp II TIC 79.70 M FL 79.20 H !it 56 A4 V H % L) 0 40 80 6 0 0 CL + SCALE 1"=40'—O" Ljj z ry i Record Drawing Certification 71 These draw gs co the C tractor' conform to s construction records. FL 80.09 FL 80.09 Date: 4P D� z,- l r7 ILI— 4 FL 79.98 -.FL 79.88 �-J Title /Positi on: �4 II c, . ..... z Confirmed by City: Dab: Ali o LU L —4. A — — — - — — — — — — — — — — J - — — — — — — — — — — — — — - 4r, A ST. SW `7 PROJECT REF.- FAC 0007-99 1004/wl j­­ < 0 L M z ti These plans are approved for conformance with the City of Auburn Engineering Division requirements. CL Li 7 �-7 < q 1-� --------- ------- 0 � Approved By: 7 z CK Z 0 Li Date Approved: Ld :2 DESIGNED BY z Iji INFORMATION CONFIDENTIAL J. K. SCHROEDER 7' Central Puget Sound Regional TransItAuth SC Information on all plans, diriawing3, DRAWN By 01rity OF SOUND TRANSIT COMMUTER RAIL SYSTE M DRAWING NO. specifications, and /or information furnished S�diiaewtM. J. GAGNON SOUND TRANSIT AUBURN STATION PC-0004 z herewith shall remain the property of the Li 10-29-19991PCO-11111111%vised west side parking lot 61ECKED BY 1 ti :2 Regional Transit Authority — Sound Transit Carter Burge= REVISION SHEET NO. Li 0 -j and shall be held confidential; and shall not R.J. BERGH Consultants in Planning, Engineering, Architedure, 0 B-10-1999 PCO-01 City of Auburn Submittal (Ref Comments 7-23-99) Construction Management, and Related Services 5 — be used for any purpose not included in Anll Verme Assoclates, - n- C. r one 7 APPROVED BY arter & Burgess, Inc. SITE PLAN 7-29-1999 Issued conformed document the agreements with the Regional Transit SW KIRKLAND WAY, SUITE 216, KIRKLAND, WA 980JJ 8526 120th Avenue NE, Suite 200. Kiddand, WA 98033 T 0 J. K. SCHROEDER SCALE Ld Li Authority — Sound Transit. 'M VERTICAL CONTROL zi� 6-7-1999 — Revised bench marks Addendum 1 DATE 40' - 0" x D REV. DATE DESCRIPTION BY SUB. APP. 5-17-1999 SUBMITTED: APPROVED: 11/03/00 0- z I /,57 7- 7- q. 3 z Yw �LJ ow �w J U S z p_, w ry �o U Q z f- 0 Z (n 00 w M zw z w V)� w C)w �w wM o� CL z `bp • O� F� TC 8 0.9 8 FL 80.48 \ F� 0 :80_99:o c► s�ti G so • ss s �� _\lb 'a° I S _ �G 1�' % ' 71 h — � 00 o �� m w l Ln I '80 I 1 w z TI = F F , �SS �� • �39 � 9 8� �01 �0�00 0 ��O lo- co 9 ) �11•- Tr Qn r%n TC 81.4-4 , ,3Z FS 80.94 ® U �0/. f — — — — — — — — — — — — — — — — — -----------��—_�.�----------------- p��` •�6 ,� �� ��` TC 80.52 �� �� G, 80.12 �,� TC 80.03 1 'p ` _..2..�-...-.�0 • .�..,... FS 79.53 1 5� �, Qy0• p°� �` �� fio o�O°TC 79.56TC 80.OTC 79.88 N F G cv �� _ N FS 79.38 tk °� T �G 1 T _ O• �_ _ �`? - �' .48� _ �� _,c• �'> �9 -FS- — .50% �G '1°' • • 09 TC 80.04 :> - �6, —- TC_79.58 FG' 9s9 FS 79.54 9>>' `" .�FS 79.08 9�ss i 01 �O' tx S Os C° G 7(0 w N - - - - _ - - GRADE BREAK LINE �►� 8 m 0 w COO 81.34 _ TC 81.29lb O� O 1 �� ��, �O �� �-0 FS 80.84 -FS_80.79 .�G �3 �O� I z G ` s q5� • D 81.82 TC 81.77 ` 81- _ �� �G�, �p • I J F FS 81.32 FS 81.27 - 001' �� •'" p S l ,� QS�' 0 /TC 2- o U 10-29-99 PCO-10 Revised west side parking lot 7-29-99 Iced conformed document 10 6-7-1999 Addettiln 1 —wised Project Ref. block REV. DATE DESCRIPTION S � e ........... ........... .......... . .............. . 11.1.1-I.-I...- -------- _ . . ...... .. .......... INFORMATION CONFIDENTIAL: Information on all plans, drawings, specifications, and /or information furnished herewith shall remain the property of the Regional Transit Authority — Sound Transit and shall be held confidential; and shall not be used for any purpose not included in the agreements with the Regional Transit Authority — Sound Transit. DESIGNED BY J. K. SCHROEDER DRAWN BY M. J. GAGNON CHECKED BY R.J. BERGH APPROVED BY J. K. SCHROEDER DATE 5-17-1999 BY SUB. APP. Fv F Central Puget Sound Regional Transit Authority ' / p �yy ,p [� /� ® n Canter Burgess Anil Y e / / / / GZ A s J o V l a t s In / cj • Consultants n Planning, t, an Related Arohlteices Coney & Bon Management, and Related Services (� p Z Caller 8 Burgess, Inc. 550 KIRKLAND WAY, SUITE 216, KIRKLgND, WA 98033 8525 120th Avenue NE, 9ulte 200, K*Iand, WA 98033 SUBMITTED: APPROVED: � O � 1b .�G 1g• -79- - - F� O ' O -81 Ll o - '81_ 'ST . ...... �?/c I, X11 0 20 0 20 40 SCALE : C=20'—O" Record Drawing Certification These drawin s conform to the Contractor's construction records. By: • Date: Title/Position: Confirmed by City: Date: PROJECT REF: FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: L��� Date Approved: .ScH� SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION T� 20T SITE PLAN VERTICAL CONTROL �rsti � 1pN�.`t' WEST SIDE PARKING LOT I Ewms: 11 /03 /00 1 DRAWING NO. PC-0005 REVISION SHEET NO. 5 8 SCALE 1 " = 20' - 0" i i ' E i 3 i i I , I < } , v 1 , is �.. I f I , y , f , { , , t E i E , < 1 • 1 �f 3 I 1 I i , i I I i - yp s i ; f I 1 I 11 I t l I ( i I i i I I E i i I 1 1 f i _ i I i t! 1 i i : a : ' , , ; , � r , ,. _...-...'.... ... _...... .... .. ... .... ........._,........ _. "... ..:..r _. .. ..,,. „i , „., ,., v j //te�aa I. .. ,. ... _ .. ... _ ..... .., ..... .. .. , ii , a O v O. i i i i I O t 3 Ifi ; , 3 { i i t , p, g_ 1 .i : � t N + `s i E I I } ! rvF !fs w T 1 V' rri + i C7 i I A, 1 i t , : j }! Y S S i t i � i (n i N I 1 i i i i t � i i - i i i i r ! i I N Em Z ++�- N U i i (/') i N M i iR , , ii E < , 85 PROF _ e 1 J I WN I — — U<X W � , I I c , HT QUTTER LI 4E03 , — s I J i 3 � I I ! t I 3 Q � 1 I s �t 5 E i W V • ; , i , i i , 52 81 t = i!j i F { 3 { pOy , : I033 i > i 1- -w A Fs j 79 , t __ : _ ; i LEFT GUTT fl� , I ,_79 ( i I I �. --rt _ _ _.� _ i --1 — i RAQS: E i I I i I ! i f 1 i 1 �EE NOiTE i S n I � F 1 f I I I I a ; , + , < , TRH r S + N WATER, L t:�t � t i ; , i � , , I , 1'EE TO I FI E HYDRA I , r I i r , t I ,- r i 77 3 , t• ,.,.,_,. , .»._, W ..... ..... .:.b- ,. , Y •. f_±Yi.aJ, i I r , : � 1 V\7 p. �•_. { i . _ - -a { -q 1 , I oo � � B 1©+a7.�00 � ; I Y i o i I .t ..� t � F CO TIN`<.JA i0 i I 1� SD N i r` , i 3 , a , , , : ; p. } i g ; _ _- r , I I < , Ci r , 41. (W t } r I 7S 7 t ! I t , s ! 1 t ' a i E ; : i , 1 a i i I ' i , i i r 9 _ _-_, _. , _. ..iii _..... _... ... .... , _ _. 0 1 �+ >. - ", , r,. 7 ;. i i I E t _ i.. y i ! i 45 1 I i o � I i i F i R Drawing i ecordCertification W i i icafion .E_ t t , t ' I f 0 711 , cv 0 These h e e drawin conform rm to e Contractor's ---t----i-- : �� —�- s o o t construction i ���-*'-"""'"' ' �"�"""'- sstruct on records. I ! 9 CO I i i I +�45 �0 i } 1 I I I I i tT 1 i T 1 S �S 0 t i , EXy�I : 1 i , a � , I t t I i TO � i , t I i , 9 �i: I.i i �• 11 i r^ i i [ t _E. r i : N t < I t i i 1 1 i i I , ( E , .. , ; i ; , j , I , , t I I ; x i ; , , n , Tit ,1 � t � f I i ..t... 13�-0 , , 14+ 15 0 1 �- t : 1 a 00 : ,1 1 0 12+OQ , I 4 � 0 6 00 ;17 Ott � ' 18�I-Otte _I_ 1 I v _ (( 19 OQ I S I H l I f I y� t 's I i— Z r i� i i i ! t I E I f Confirmed Ci b D Date: — z -}- 1 I I-Y City: Y I , I , i , _ _ , i I a , : , I i , i t , _ . , Y f , , I , I : i I , I , , it , .. S i ; E i 1 i { ' : t i F I : , t i E i � i /' i t z < : � t ; , t r � FAC 0007 99 3/ ° t I , F t � � �_ �. PROJECT REF: , < , , . , , t ; ��--����-•--�� - , I f i i i I i I f i i i These tans are approved r ! i e fo conformance Ie with theCity f I ( , P t o 3 i I 1 Y j£ 4 t r t i 1 s s r a: z _ ...._ _,...,.,.._, _.. _._. . ,,.,k_._._ . _ r:._,v., ., , _._. _ a t ,- � _;.., _. _- _. _, _ ._ _ _. • _,.. Aubum°s Engineering Division requirements. a- Uji. i i i () I 7 } ; I i 3 I i s 7 i 3f 7 I , i , i } E i , e , a t , , , i i f F s � r i i _.i, Q i I roved B i I + i i i i PP Y� .d. Z t i i I i I i I � i I 3 I ! Date Approved: � O w SCALE: HORIZONTAL — 1" = 40' VERTICAL — 1 " = 4' w :2 DESIGNED BY INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Puget Sound Regional Transit Authority SCH� on all plans, drawings, F WA DRAWING NO. Information p 9 DRAWN BY SoundT�ansit w� �.� SOUND TRANSIT COMMUTER RAIL S�'TEM specifications, and /or information furnished D. BISHOP / M. J. GAGNON SOUND TRANSIT AUBURN STATION Pc-0006 z herewith shall remain the property of the � � �'� r- Regional Transit Authority -Sound Transit CHECKED BY R. J. BERGH j ;- Carw''-BurgREVISION SHEET N0. oand shall be held confidential; and shall not Consultants inPlanning•Engineering,Architecture U w 8-10-1999 PCO-01 City of Auburn Submitted (Ref: Comments 7-23-99) ConstrucfonManag«went and ReatedSeMces 5 9 be used for any purpose not included in APPROVED BY A n i / V e r rn a Associates , / n c . Carter& Burgess, Inn �� 20832 PROFILE S �- 7-29-99 issued conformed document the agreements with the Regional Transit 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 8525120thAmueNE.,Suite 200,Kirkland, WA98033 s GISTER �� ' U J. K. SCHROEDER Sio � SCALE °' Q 6-7-1999 Addendum 1 -Revised Project Ref. block Authority -Sound Transit. NAL 1�.3 DATE AS SHOWN � 5-17-1999 S�ixEs: 110300UBMITTED: APPROVED: a z REV. DATE DESCRIPTION BY Sub. APP. / / ?gob' o1lJf61s 3 0 0 0 a to, Z 0 W oLO C, � o c 6m � o z Y w cl�:2 Ow 3: —J Q U } r F- =z aw �O U ~Q `L z 00 wg zF- J — z w w O W ww m 0-z 8'-0" WALKWAY SLOPE 2" CL E ASPHALT PAVEMENT 2'-0" 2 �-I SIDEWALK, SEE ARCHITECTURAL PLANS PARS'"' 16'-0" MIN PLATFORM —1% COMPACTED FIL p I_U (e®N ALXX t EXISTING GROUND LINE 6" PERFORATED PVC DRAIN PIPE. SEE DRAINAGE DETAILS, PC-0013 AND DRAINAGE PLAN, PC-0010 GUTTER SWALE, SEE DETAIL DRAWING PC-0008 12'-0" PROFILE GRADE 1% 6" CSTC FUTURE SB TRACK j (BY OTHERS) I 18'-0" 5'-4"' TEMPORAY PLATFORM BUS DRIVE 12'-0" .10 1'-6" 1 % SLOPE 6„ \ 10" CEMENT CONCRETE 4" SIDEWALK PAVEMENT WHERE SHOWN ON PLAN STA 10+20.00 TO STA 12+78.47 NOT TO SCALE 12'-0" PROFILE GRADE BUS DRIVE CEMENT CONCRETE BARRIER CURB PER WSDOT STD PLAN F-1 12'-0" L -- 2% 6" CSTC 10" CEMENT CONCRETE PAVEMENT BUS DRWE SECTION STA 12+78.47 TO STA 16+73.64 NOT TO SCALE 5 10-29-199 PCO-10 Added ACM Road Section ® 8-10-1999 PCO-01 City of Auiwn Submittal (Ref: Comments 7-23-99) 7-29-1999 Issued conformed document 30 6-21-1999mftftl -Revised Typical Section, see note �1 6-7-1999 Addendum 1 - Revised Project Ref. block REV. DATE DESCRIPTION L./I, I IIV\_7 I ILdl_R OPTIC CABLES, VERIFY LOCATION PRIOR TO CONSTRUCTION 4" SIDEWALK 5'-4" 00 >- I TEMPORARY PLATFORM EDGE SEE DETAIL 4, PC-0008 31/" CLASS B ACP TYPICAL- SECTION LOOKING NORTH NOT TO SCALE CEMENT CONCRETE BARRIER CURB AND GUTTER PER WSDOT STD PLAN F-1 WHERE SHOWN ON PLAN CL' EXISTING SB TRACK EXISTING (FUTURE MIDDLE TRACK) NB TRACK T.O. PLATFORM 5'-4" ,f T.O. RAIL co 14' — 0" 00 I COMPACTED FILL 6" PERFORATED PVC DRAIN PIPE. SEE TYPICAL DETAILS, PC-0008 AND DRAINAGE PLAN, PC-0010 12" OR 18" DIAMETER SMOOTH STEEL PIPE SLEEVE. SEE PC-0018 AND PE-0004 FOR LOCATIONS AND SIZE. CEMENT CONCRETE BARRIER CURB PER WSDOT STD PLAN F-1 WHERE SHOWN ON PLAN SLOPE AS SHOWN ON PLANS / 6" 3" CL B ASPHALT PAVEMENT 3" CSTC 16'-0" MIN - PLATFORM 1% 6" 77r,RAVEL BASE 2" CSBC PARKING LOT SECTDON NOT TO SCALE 1'-4" 2 � 2ND STREET 20'-0" EXTRUDED ASPHALT CUf 8, TYPE 3, PER WSDOT STD PLAN F-2b (TYP.) 17' _ O,t PROFILE GRADE _ — 2% �' 2% C`1 rl rV A/AI I/ C`r—r— EXISTING GROUND LINE CEMENT CONCRETE BARRIER CURB PER WSDOT STD PLAN F-1 L VARIES 12' TO 25.5' 2% ACCESS ROAD 12'-0" 2% -- 6" GRAVEL 3" CL B ASPHALT BASE LPAVEMENT 2" CSBC 3" CSTC ACCESS POAD SECTION STA AR 11+30 TO STA AR 12+27.68 NOT TO SCALE 6„ 6„ (TYP) TYP 6 GRAVELT L3" CL B ASPHALT ( ) BASE PAVEMENT 2" CSBC /3" CSTC 2ND STREET SECTION (INTERIM) STA 101 +56 TO STA 102+07 NOT TO SCALE INFORMATION CONFIDENTIAL: Information on all plans, drawings, specifications, and /or information furnished herewith shall remain the property of the Regional Transit Authority - Sound Transit and shall be held confidential; and shall not b e used for any purpose o s e not included i n Y P P the agreements with the Regional Transit Authority - Sound Transit. DESIGNED BY J. K. SCHROEDER 1-7—IN CentralPugetSound Reg►• Transit Authority SoundTransit D � D. BISHOP/M. GAGNON Carter Burgess Consultants In Planning, Engineering. Architecture, Construction Management, and Related Services Carter & Burgess, Inc. 8525120th Avenue NE, Suite 200. Kirkland, WA 98033 CHECKED BYM R. J. BERGH A n i/ V e r m a Associates I n c . s 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 APPROVED BY J. K. SCHROEDER DATE 5-17-1999 SUBMITTED: APPROVED: BY SUB. ARP. iiiilPMEs: ?' 1 4" SIDEWALK 6" I Np 0 Record Drawing Certification These drawings conform to the Conlractors construction records. By: it, -..774- P1121Z Dille Title/Position: T ake9z MA"A"u, 1 Confirmed by City: Date: PROJECT REF: FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: �J4 Date Approved: i 5S SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION TYPICAL SECTIONS 0D161s DRAWING NO. PC-0007 REVISION SHEET NO. 5 10 SCALE AS SHOWN 3 0 0 a o 00 0 z W N o� �m ,o F- z Y W O W �w J Q v� = z o w F-o bQ �z F-0 Z V) U LLJ 0 w:a zw J H F- z W 1n w ow � � wW m o� a z 3.5"ORIFICE —)I — P) 0 DETAIL 2 GUTTER SWALE k", 0003 NOT TO SCALE CEMENT CONCRETE BARRIER CURB AND GUTTER CEMENT CONCRETE BARRIER CURB ANC GUTTEF ELEV 77.0 ELK TACTILE WARNING STRIP 2'-6" 5'-4" 31/" CLASS B AC P CEMENT pYx 316"x 3/8" CONCRETE TRACK aAlid v °. ° a 4 a 3Y/" 00 TOP OF RAIL a ° °a, Q 3„ x '/2" BOLT, 4' O.C. a U_ ° EXISTING GROUNDLINE 4. a ° ° a a ° ° I 4 > %� j�� o oaf o -- \///0 0 0°0------------- 0 0 000 o0°Oa0°Oo°0oU00 °00 Oa°°Oao 0°°0000 °00 / 00° a0° 00°000 0o Oa0°°,C�o°°° 00,0 COMPACTED / °0a°°0o°0°oa o0°(�o0°000000000°°°°00 °a FILL �Q �v��U °�Q� a� 1L0���Q L °-°�-a� ° ETA�L_ GUTTER SWALE TO CURB PC-0009 AND GUTTER TRANSITION ELEV 76.10 ELEV 75.90 .� .7 -0 16LF 8" PV Q=0.40 CFS CONNECT TO EXIST. CB AS SHOWN ON INV 73.97 PC-0002 AT ELEV. 73.02 3.5" ORIFICE CONCRETE BARRIER TYPE 2 EXISTING TIE WSDOT STD. PLAN C-8 EXISTING ROADBED W LINE R SWALE 48" DIA PERFORATED C M P WS ELEV 75,40 O O GRAVEL ,� °00 � 0000 000 ?7 0000000000 000000000000 00000000000000 O 0 0 O O O 0 I I (_ —III III III III .II I,,,� GROUND WATER ELEVATION=70.0 CONCRETE BASE ELEV 73.47 l l l l l l l l l l l l 19 l i- -I III 1 DETAIL /5 0-28-1999 PCO-10 Deleted Detail-1 Added Detail-6 7-29-1999 Issued conformed document 1 6-7-1999 Addendum 1 - Revised Project Ref. block REV. DATE DESCRIPTION GRADING/EROSION CONTROL DISCHARGE CONTROL STRUCTURE (FOR DETAILS NOT SHOWN SEE CITY OF AUBURN STD PLAN DEV-4) NOT TO SCALE CROSS—SECTION TEMPORARY PLATFORM EDGE - WEST SIDE NOT TO SCALE POND ELEV 73.22 GRAVEL YBUMPER CURB WSDOT STD. PLAN F-1 4' SQUARE SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND p 9'-0„ SIGN R7-801 (TYP ) -ML _ 0 I 4" WHITE PAINT STRIPE AT 45° 4" WHITE PAINT STRIPE 9,-0» DEPRESSED CURB LINE 6 ), DETAIL 3 C-0002 HANDICAP PARKING STALL PC-0017 //,—Jj NOT TO SCALE i r INFORMATION CONFIDENTIAL: DESIGNED BYJ. K. SCHROEDER r Central Puget Sound Regional TransitAuthonty SCE p Information on all plans, drawings, 5 pF R specifications, and /or information furnished DRAWN BY SoundTransit herewith shall remain the property of the D. BISHOP/M. GAGNON Regional Transit Authority - Sound Transit CHECKED BY Carter Burge= and shall be held confidential; and shall not R. J. BERGH Consultants In Planning, Engloeenng, Architecture, be used for any not included in nns A i7 % l V e r m a A s s o� c i a t e s In c . Construction Management, and Related Services 20982 w y Ai' PROVED BY Carter 8 Burgess, Inc.11 the agreements with the Regional Transit 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 C!z 8525 120th Avenue NE, Suite 200, Kirkland, WA 98033 _ISTE4 1 .� Authority - Sound Transit. WE J. K. SCHROEDER 5-17-1999 SUBMITTED: APPROVED: BY SUB. APP. : 11/03/00 o CONCRETE BARRIER o TYPE 2 C) WSDOT STD. PLAN C-8 CONCRETE BARRIER TYPE 2 CONNECTING PIN WSDOT STD. PLAN C-8 ' I I I�, I ------------------------- WIRE ROPE li it DRY PACK SPACES 3" x BOLT BETWEEN CONCRETE BARRIERS WITH NON -SHRINK GROUT 2'-0" MAX %" MAX PYx 3�/ "x 3/8" (PAVEMENT NOT SHOWN FOR CLARITY) DETA�L- TEMPORARY PLATFORM EDGE PLAN NOT TO SCALE 1 11 V 1 V L `V SPECIAL CEMENT CONCRETE K�� BARRIER CURB AND GUTTER © NOT TO SCALE Record Drawing Certification These drawings conform to the Co tractor's construction records. Q By: DaW: 6' — 0" Title/Position: 112.i_1 Confirmed by City: Date: PROJECT REF. FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: )-4iw+'+"s Date Approved: %� g SOUND TRANSIT COMMUTER RAIL SYSTEM DRAWING NO. Pc-0008 SOUND TRANSIT AUBURN STATION REVISION SHEET NO. TYPICAL DETAILS 5 11 SCALE AS SHOWN 010IS15 z Y w 0 W �w J U =z a. w ry �o U Q `� z z (n Oo wM zw -:]F- z w I— g to w oW U � ww m �D CLz REV t ` f" t j �- h4 ; r �•.._„_.._.__v_..........................._...�,_.»...�.._�..-.„_. �ne�'^'�O^"''r.+rx,rmum_.cmxm....x.ar.+awxr:we..a.alr..nxmrwwaaac s,+r. .ae J.. _,.. � ...._.x..c .a umemm.. 5 ------.— j r � 1 ti I LI-�-__-- ---- kE ,J 10-294M PCO-10 Revised west side parking lot 8-10-1999 PCO-01 City of Auburn Submittal (Ref: Comments 7-23-99) 7-29-1999 Issued conformed document 6-21-1999 Addendum 3 - Revised item 5 note 6-7-1999 Addendum 1 - Addition to Paving Items DATE DESCRIPTION DESIGNED BY INFORMATION CONFIDENTIAL: J. K. SCHROEDER Information on all plans, drawings, DRAWN BY specifications, and /or information furnished M. J. GAGNON herewith shall remain the property of the Regional Transit Authority - Sound Transit CHECKED BY and shall be held confidential; and shall not R. J. BERGH be used for any purpose not included in APPROVED BY the agreements with the Regional Transit J. K. SCHROEDER Authority -Sound Transit. DATE BY SUB. APP. 5-17-1999 NOTES 1. CST SW CONSTRUCTION BY OTHERS. CONTRACI�OR SHALL VERIFY AND COORDINATE WORK Wl�li ADJACENT CONTRACTOR. 2. SEE ARCHITECTURAL PLANS FOR JOINT AND SCORING ipATfERN IN SIDEWALK AND PLAZA AREA. 3. SEE LANCISCAPE PLANS FOR TREE WELL LOCATION$. ---._ 4. TEMPORAFRY CONNECTION TO BUS DRIVE UNTIL CONSTRUCTION OF A STREET. ----- 5. TEMPORA CONNECTION TO BUS DRIVE UNTIL CONSTRUCTION OF 2ND STREET. SEE N07E 1 C ST. �I J V V Central Puget Sound Regional Transit Authority Carter Burgess Anil V e r m a A s s o c i a t e s, In c . Consultants in Planning, Engineering, Architecture, Construction Management, and Related Services Carter & Burgess, Inc. 550 KIRKL4ND WAY, SUITE 216, KIRKLAND, WA 98033 Cz 8525 120th Avenue NE, Suite 200, Kirkland, WA 98033 SUBMITTED: APPROVED: WAVING ITEMS 1U CONSTRUCT CEMENT CONCRETE BARRIER CURB AND GUTTER PER WSDOT STD PLAN F-1. O2 CONSTRUCT CEMENT CONCRETE BARRIER CURB PER WSDOT STD PLAN F-1. O3 CONSTRUCT GUTTER SWALE. SEE DETAIL ON DRAWING PC-0008. ® CONSTRUCT 2" THICK CLASS E ASPHALT PAVEMENT ON SUBGRADE. Q5 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF AUBURN STD PLAN STSW-2. REFER TO STRUCTURAL DRAWINGS PS-0004 THRU PS-0007 FOR SLAB CONSTRUCTION UNDERNEATH STATION CANOPIES, STATION TOWER AND CENTER CANOPY WEST. © SEE ARCHITECTURAL PLANS FOR JOINT AND SCORING DETAILS. CONSTRUCT CONCRETE WHEELCHAIR RAMP PER CITY OF AUBURN STD PLAN STSW-4B. ® CONSTRUCT COMMERCIAL DRIVEWAY (WIDTH "A" _ 24') PER CITY OF AUBURN STD PLAN STDW-1 C EXCEP CONCRETE. PAVEMENT SHALL BE PER ITEM 10 ® RAILROAD GRADE CROSSING (NIC). 10 CONSTRUCT 3" THICK CLASS B ASPHALT CONCRETE PAVEMENT OVER 3" CSTC, 3" CSBC AND 6" GRAVEL BASE. ©1 CONSTRUCT 10" CEMENT CONCRETE PAVEMENT OVER 6" CSTC. 1© CONSTRUCT STATION PLATFORM. SEE ARCHITECTURAL PLANS. 13 CONSTRUCT CHAINLINK FENCE TYPE 1 PER WSDOT STD PLAN L-2. (EXCEPTION TO CONTRACT LIMIT LINE) 14 SEE DRAWING PC-0008 FOR GUTTER SWALE TO CONCRETE CURB AND GUTTER TRANSITION. 15 LANDSCAPING. 16 CONSTRUCT GUTTER SWALE TO CURB AND GUTTER TRANSITION. SEE DETAIL PC-0008. CONSTRUCT COMMERCIAL DRIVEWAY (WIDTH "A" _ 40') PER CITY OF AUBURN STD PLAN STDW-1C EXCEP CONCRETE. PAVEMENT SHALL BE PER A ITEM 10 18 DEPRESSED CURB FOR FUTURE WHEELCHAIR RAMP, SEE CITY OF AUBURN STD PLAN STSW-4B. 19 CONSTRUCT EXTRUDED ASPHALT CURB PER WSDOT STD PLAN F-2B. ®LEGEND CEMENT CONCRETE PAVEMENT. ASPHALT CONCRETE PAVEMENT, CLASS B. ASPHALT CONCRETE PAVEMENT, CLASS E. CEMENT CONCRETE SIDEWALK. N 40 0 40 80 SCALE : 1"=40'-O" Record Drawing Certification These drawi s nform to the Contractor's construction records. By: Deft Title/Position: 1;1Ig ff a: Confirmed by City: Date: PROJECT REF: FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: i;1a.w�a Date Approved: 14S S SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION I_ I DRAWING NO. PC-0009 REVISION SHEET NO. 5 12 SCALE 1 " — 40' — 0" I I �I - — O I ID t61�6- A DRAINAGE NOTES -DRAINAGE ITEMS REMOVE EXISTING CATCH BASIN OR CONCRETE INLET. NOT USED 1 C ST SW CONSTRUCTION BY OTHERS. IF DRAINAGE 3 THE CONTRACTOR SHALL OBTAIN ANY NECESSARY -- ----- SYSTEM IS AVAILABLE, CONTRACTOR SHALL COORDINATE STORM LINE CONNECTION PERMITS FROM THE CITY OF ASH "rf%U 0 AND CONNECT TO THIS CATCH BASIN AT INVERT AUBURN, PRIOR TO CONSTRUCTION. PLUG EXISTING STORM DRAIN AND ABANDON. INSTALL CAMIR �111 "FE `1 PER WSBOT STB PbkN 9 1. ELEVATION 73.43. 4 ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL kl^.rAl NOT USED -ii-131MLL 111111LIAL FRAME-N413ir-Girv-dr- AND 2 A ST SW STREET AND STORM DRAINAGE CONSTRUCTION HAVE STENCILED "DUMP NO WASTE DRAINS TO INLET PER--WSDOT STD -PLAN -B-2A. EITHER "STREAMS," "WETLANDS, OR "GROUNDWATER" AS IF DRAINAGE SYSTEM IS AVAILABLE, CONNECT TO EXISTING STORM DRAIN. BY OTHERS. CONTRACTOR SHALL COORDINATE AND CONNECT TO APPLICABLE. VRE INSTALL CATCH BASIN TYPE 1 P PER WSDOT STD PLAN B-1131. NEW MH AS DIRECTED BY THE SOUND TRANSIT CONNECIOW. ------- - CONSTRUCTION MANAGER. @) INSTALL SOLID WALL POLYVINYL CHLORIDE (PVC) PIPE, L 4� SEE' DRA10AGE'413,11E 1 J llr BY OTHERS SDR-21, SIZE AND SLOPE AS SHOWN SEE DRAINAGE PROFILES). 12" BY OTHERS�-�,- + 10 NOT USED 151W =Z1, INSTALL LOCKING MANHOLE RING AND COVER PER WSDOT DETENTION BASS ELEV­.­ . .. ..... STD PLAN B-25. __2 C By OTHER ZA ... ... — — — — — — — — — -- - - - - - - - - -- \ - - - - - - - - - - - - % -20'- INSTALL CATCH BASIN TYPE 2, 48" DIAMETER PER WSDOT OUT 11 12 STD PLANABC 1 E. ------ A INSTALL CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR, 54 12 MMIN-RAft-­ -3 AND DETAIL DRAWING of D DIAMETER PER WSDOT STD PLAN 8 ET 78.40 1­7 4 PC-0013. 9 BOUNDRY, ELEV. 1000, ps NOT USED 01, \\ \<_�p - - 4 9 "T /5\ 9 9•12" CONNECT TO EXISTING CATCH BASIN. r \ "N SEE DRAINAGE DETAILS, DRAWING PC-0013, FOR GUTTER 12+00 ----- - SWALE DETAIL AT CATCH BASINS. 60' 8 7 CONNECT TO EXISTING MANHOLE. 0 ---------- 11 @ INSTALL STORMCEPTOR SYSTEM MODEL STC 2400. SEE 20 ou 26 7 1 1 9 1 DRAWING PC-0013 FOR DETAILS. D7-1 INSTALL UNDERGROUND VAULT. SEE DRAWING PC-0014 FOR Ono L DETAILS. 0@01' 07 25 !@ ADJUST MANHOLE TO GRADE. L4 E_ ----------- 7 -- ------- INSTALL 6" PERFORATED PVC PIPE. SEE DETAIL ON DRAWING -777777-7= PC-001 3. ------------- INSTALL 6" NON PERFORATED PVC PIPE. —4 INSTALL CATCH BASIN PROTECTION PER CITY OF AUBURN . .......... 22 - --------- - . ..... ...... ....... STD PLAN DEVi . ..... 7 ..... . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - --- - - NOT USED j/P INSTALL SIDEWALK DRAIN PER CITY OF AUBURN STD PLAN 61 18 STSW-3. It (D7 12 11 1 i 4 J, J, 4 - - ------ INSTAL! CONCRETE INLET PER WSDOT STD PLAN B-26. + SQ 16+00 15+00 14+00 00 X 12' Mu S if $111 7 16 0 D6_ iv EXIST. 6 J —2 2 9 12 0 23 I # SQ1-1 0 +07 II II7A SQ1 —2 9 t A + f 6 7 15 0 II 70 18" 9 x �7@ - > 41i TJ EAS It it 1 11 11 23 23 SQ2-3 . . ..... �O L 18 12 7 23 7 8 23 z! SQ2-1 SD3-1 N N SQ2-4 ........ ... T i---- 006, _.j IR t, J 4- s 6 7 16 V) I I 2 t j it 0 iftII 40 0 40 80 8 16. 2' 6 N 0 EXIST. 6 0 N 0 0 a.II i 115' "'" SCALE-O 1=40 7 Lit z S ;H J I i (" 1 l q f, . - II LO Record Drawing Certification 19 11.1 *1 0 1 ; i I J1 EXIST.: I -5 SQ1 11 I N These dr conform to the Contractor's construction records. co C14 11 C:) -LEGEN IE. L L All By: Date: li /5\ .... -All 10, v—,ti 40 2 7 SEE N OTE 2 STRUCTURE NUMBER Title/Pos on. AdA&W-A&Fil III 18" 9 3 STORM DRAINAGE -mill SYSTEM NUMBER Confirmed by City- Date, _'k Uj , -#-4 2 C) ILLJ -A _j -------- 4- - - - - - - Ujis "EXIST., -1O­_'___. EXI 0 ------­----- A ST. SW V— FAC 0007-99 PROJECT REF.. _j AST. 6* < 4 VV f=T. . . . ....... W - --------- ­­__�__1 - - -------- These plans are approved for conformance with the City of _7 Auburn's Engineering Division requirements. . ........ . "A A w J e- - --------- C) -kV Approved By: SIA z f r. Z (n 0 W o Date Approved: 11,1 13W Uj :I. DESIGNED BY z UJI INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Puget Sound Regionc?l TranSit A U#7 SiC Information on all plans, drawings, DRAWN BY SoLlndrranslt offly SOUND TRANSIT COMMUTER RAIL SYSTEM DRAWING NO. 10-29-1999PCO-10 Revisail ust side parking lot, SD11-5 specifications, and /or information furnished PC-001 0 f- M. J. GAGNON z herewith shall remain the property of the J-1 SOUND TRANSIT AUBURN STAPON M 8-10-1999 PCO-01 Clty* Auburn Submittal (Ref Comments 7-23-99) Regional Transit Authority - Sound Transit CHECKED BY REVISION SHEET NO. V) W - Carter 0 and shall be held confidential; and shall not R. J. BERGH Consultants in Planning, Engineering, Architecture, 0 _j 7-29-1999 Issued conformed document be used for any purpose not included in A n1l Verma Associates n c Construction Management, and Related Services 20852 DRAINAGE PLAN 5 13 7M' 13Y Y Carter & Burgess. Inc. 1-- A3 6-21-1999 Addendum 3 -Revised SD1-4 the agreements with the Regional Transit 8525 120th Avenue NE, Suite 200, Kirkland, WA T 0 J. K. SCHROEDER 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 980JI3 SCALE I Authority - Sound Transil. co DATE 6-7-1999 Addendum 1 -Revised Drainage Items ry D SUBMITTED: APPROVED: 40' 0" 5-17-1999 DATE DESCRIPTION a. z BY SUB.I APP. FE-7m.- 11/03/00 A im .W�J_m 0/ 40 Id / 5- � r, _T T_ 7 II. . . . . . . . . . ............ ;­ _11.11-1-T.- 11.1­ I., I .. 1. I ...... .. .. . . . . . . . . . . . . . . . . . . . . I.. ....... ....... . .......... .... ...... ............ - - - - - - - - ..... . ..... + . . . . . . . . . . .4, i. . . . .. . . . . SA E' .. .... .... .. . . . ........ . ... . . ..... . ......... . ....... .. ... .. .... .. .. . ...... . ..... ... .. ... ...... . ..... . ........ . .... .... . ... .. . . .... .... I- - - - - - - - - - - - .... ........ . ....... . ...... - - - - - - - - - - ----------- t---------- - 7— - - - - - - - - - - t........ ... ....... . .. ........ ----- ----- . ... .. . . ....... ..... ........ 2 UT 00,; 6 F_ OUI BLI S 12 . ..... . ... I 54.00 1 isus 1 + it .00, 1 4i S i 5+ 54.60, '1 2' LT UNDERG ......... . . .... ....... .... ..... ------- 4 3 841 84 SEE 'D NG 84 Sol C . . ....... ..... .... . .... .. ....... . ..... I.. ........... ...... .. .. L ....... ... ........ i R M N IE9, SD3 i GRADE *27 .. . ......... ------ .......... RM 00 7 --- - - ------ ..... . ..... ... I80 + ... ...... . R"W 73-93 $7 80i so F PVC 1 I 08 LF i--------- 77 .. . ....... E*AW . .... ... S=Q 04 PV,',C F`T/Ft 7 '2 7 1. RY0, ... . .. ....... 2 LF T 3 FT/FT v=29_4 �7/ 0.005 . ... ...... ....... .... .......... I 76i 76 76 ........ . ... ­-­­- XS0GN 76 S� -z A^ INV INV 76.83 . .... ....... ..... .... .... ......... .... . ..... ............... .... .. ...... .... ... . ....... .. NV 43 7322 I ........... ....... ..... t2*-'-'W I E' 72 I I INV! JNV 1 7 INY 7P.2" . . . .......... . _i -_ ­_ _1 I I � .." 1. .­ , - I - I . -H - - ... .. . . . ... . .. . . ....... .. T FH ------ . .. ....... GE,-,,SY-S - --------- M1 TER .... ........ ST S.� 0R.M.....DRAINA WA L64 CFS EUVATION . . ......... .. .. . ..... ...... ..... ..... ....... ........... . . ..... -.1-2 1C1 ............ 68 ------- FS, 19#0 F VICE 1 Pl P7\4Th-1k1 A-7 AA FS ;_� - - -- - -------- I......... . C ETA] L DRAWINC ............. .... . . . . ........ . . ....... . . .. -­- - ----- - -- .. .. .. .. ... T' ... ....... ..... . ... . ... ......... . ....... .... . . . . ............ . ... . . ...... ­4 . .. ..... f .. . ... .. .. ...... . ....... ... -------- + ........ ..... . . ........ ..... . . ... STORM DRAINAGE SY J�W .. . ...... ............ I............. ............ ....... . . ........ ..... ..... .. .. . .. .......... . . . . . . . . . . . t . ........ . ...... ...... I. .... . ....... . ..... .. ........... ........ .... ..... . ..... . ........ ...... . ... ..... + t ....... ... - - - - - - . ...... .. I........... T ........... .... ... .... ......... .... --- ------- .......... 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NV; 761 2 Bj 414V - 7 6�09- . ... ... . ... . ... .... cli 72 kv 76.69 -7— These dra conform to the Contractor's construction records. ngs 00 0) 0) 0) 4- ...... .... - ---------------- . ......... .......... I4 4 B ate: Y - - ---- - --- -------- ... . . ..... . . ...... .... ... . ....... ..... ... . .... .. . ..... -P .4- ­ 11 -- -4-1 ; i I = M DETAIL - G 3 -DOAWING W-0 Title/Position 7 ELEVATION Q7 z Confirmed by City: Date: U-1 -4- ..... I ...... __j . .... ....... - ----- ------ .... ...... ------ 0 Lj ------ - ----- - ---------- PROJECT REF __j < NC DRAINAGE SYSTEM! SD2 IV) s These plans are approved for conformance with the City of I7' Z 4 Auburn's Engineering Division requirements. z- - -------- . . ........ .. .... .... . ... ........ .. ..... . .... . . ..... . .... ........ .. . ...... ... . . ...... . ....... . ... . ... ...... . . .. ....... ........ ....... ... 0 .. . ....... . ...... .... . . .... . ... ...... Approved By:— < IIz -- ---- Date Approved: SCALE: HORIZONTAL 1 40P 4 DESIGNED BY INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Puget SoUnd Regional Tram# A U#7 SC Information on all plans, drawings, DRAWN BY SoundTransit 01rity WA SOUND TRANSIT COMMUTER RAIL SYSTE M DRAWING NO. specifications, and /or information furnished M. J. GAGNON PC-001 1 z herewith shall remain the property of the Ld CHECKED BY Ilk SOUND TRANSIT AUBURN STATION Regional Transit Authority — Sound Transit Carw;114urgew REVISION SHEET NO. __j and shall be held confidential; and shall not R. J. BERGH W Co ultants in Planning, Engineering, Architecture, LLJ 10-29-99 PCO-10 Revised SD2 be used for any purpose not included in A n il Ve rm a A s s o c ia t e s In C . Construction Marlagernent, and Related Seme 20832 5 APPROVED BY Carter & Surges., Im. 1 4 7-29-99 Issued conformed document the agreements with the Regional Transit 8525 120th Meir,oe NE, Suite 200, Kirkland, WA 98033 ST DRAINAGE PROFILES C-) J. K. SCHROEDER 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA I+ 17� Authority Sound Transit. L SCALE Al 6-7-1999 Addendum 1 Revised Project Ref. block DATE x :D APPROVED: REV. DATE DESCRIPTION By SUB. APP. EMPIRES: 11/03/00 I . ..7 --- I - - � - - �_ - ­1 _�_ -, - . - I __ __ I I . I __ . , ---------7- . I I I---- --.-----. - , -_ - 1 � - -, ______�_ - __ .- - -- ----,---- ----,--- ­ -------. -_ _T­­ ____ _­1_____7__- 1 ___7� � ; � � i I . i � I . i . 7­7 1 � � i ; ; i � . � I I � i � 4 _,_:_� - -_ i ; I � ; ; ! . I I � � I i . . � I I ; . . I 11 . I j I , , � i � I . ; I I . . 11 -- r � I I z r � I 1 4 1 ; � ; : ! . - � ; ; I � i � I I I I � I % I � ; � I � � � I . � i : I . � I � . ; I I . � I I E I b . I i i . 1 7-7 � I ; I � ;, ; z e 4 ; I I I t � t � I ; I I � i . � � � o i i I I I � � � � z � 7 . . . � w I z ; � I � I � � ! i . I : - ; � � � i ! ____r,_­_ - iSSISSIS , � . . I T__ S I ; . , � � ! � � I I I ! I i I : I � . T I , ! i I � ; � ! I ; z . 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J . ­­­ I—— I.I., ­_!..­__ ., , ­­­­., __ , __ ­1­1­ ­1 ........ __­J­­­ ­4L_ - _1__.__r­­­­ "I.-�..,.,�.�..�.-I..".,-...�.-". _­­­­1­_.­.__�­, - - - "I .­ __1 __ � ... ..... .. w___­_--l- __ � i ­­_.­­..­,_,_. ­­­­ ­'­­_,. ,--. -­ , , 1­11.1 ­_ ­ - ,� II -_ - � .. .... ­ ­­1 I 11. 1­1 ­­­1­1- � . . S I I I � � I � I � . � � . . I ­ 4 � ­' � 4­­­ I --- I 11 I;— -_ ­ _'. ,. , --� ,--- I i . . I . � � I � - , ­­ � . �_­ ­­ , i � ; I I I I . ; . � 1 7 . I I" ". I i I I i I f . , � ; x I i I � I I I . � I � ; � . i . ! � . ; � ) � I . ! � 4 � I j - : t � � I : I � I � � I I : � f � I . I t � � . i I . . I ; � I d ; I . � 4 ; I . . . I I I � I . ; I I � I ; I � . ! : ; I I . i . � . I . � � � - 1 4 1 z I I i ; I ; I I ; . � j � � I I � - I � i I z i � : . � q � N ; � � � . f � I � . . i I I � e . i i � � � I I i ; i I ! : . 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I t . . � I I i � . , . j i . I i I i , � i � : I 5 � z I . � , . I . � I r I ; � � t , _. ­­­­ --------- +_. � � , .­� . ... 1.11­ _­;­ ­ . I "­ ­ __ .......... � ... ­1 ......... . ­; ... .... _J 1. -1 � ..--.--" � I'll, 1­ , I..... ­ I - .01,119fth.. A __ � i � I � � A i � � I ' �- ­­­_ 1­1­11- , _ __ _. f i I F . . , 4 .11 _ _ _ .- � I Ir '. ,­ � - _ -, . ", _ - .1­1­111 ­11­ 1111f_ ... __! ,. I­­1. � � ", _ _: ___ __ __�' , - ,� , - _­_ ... �, , I ..... �11­_­, ­ ­­­,�­ " ­-r-,­--4­ ­­- .- ­1 ­ ­­11­1� -1. -, t" .. ...... ; ­­-.1. _11.11­­� ­­ ... . � . .... ­­ , _­.­.­­ ,__� ......... _ " ­.- ­___1 1­_1__1­i_­1.1 ­ 1­11­ - -1 " ­­J "I 11 ---­­­ 11 'i__ ...... . I'll 111­11­_._­ I L ------ ___.__.. -, ­­­ , - - 4 �- I ..... ....... ­. I—— - ­ ­­� , ____4 _i_ - 1­_1 - I �: , I 1­­ ; 1.1­11- I � , ­-, � ­�. _,­ .. .... I ­_­­ ­ .... ... ­-, - -- +­­ . 11 ­­­ _ ... 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I ! : I i t I I t I � t I . � � ; � ; � � � t i � : : � : I I I . ; 7 ; z ; � ; . I i I � ; I � � I � . . . i i . I t k � � � � � I I z � I I � � � � . . ! I � i . r � I ; � I I ; f � I ; I . � i I � t t I ! ! � I I I ! . I . I � � I i � a I � I . I i I 7 1 � I � � - z t . � . I q � � I � I ; I I . � ; 1 , � � . � 0 �: � I I . . . I L I � . � I � I � j 4 I i � ? I � ! i . � z z I I I i � I : . � I I I � - ; , � . _­1.____�___ � I , i ; ! � i ; � ; i ) I ! I � : � i . . % I I I I ___,i_____4 _____ I : . i , -­ I . J � � __ I __�_�___� . z � � i_____4._ - I - ; ! ­_-------t- _._t ­­� �---t­ -, _­_ '______ . _.. _______.___1_1___t_1_­_ _­ __ .4 ; __ � . __ ----i , �__ __ . f - I ­_ - ,-L-- � --- . . i ; I D i � � I i � I I � % � ; � � � . _�_ V) ; ______�­ ­-, � ___ I . 1 2 P � I t I : C N I , � i � ; : j . i i i � . ; i ; z ; i I I >_ i= ___�_ � � I � � i ! I i � . A I I �t I . � ! � I . I 4 I i � I ! I I � � � z - 2 � A i d I i ; i ; I I I I � z j I i � ; j . : ; � � I I I � � g � � � ; : � . � I � I I . � � � . . ; ; I � i ; I I f I ; � � : � t : ? � � ! ; . I � ; � ; i I ; � � � I � i I ; � c i I � � I I � , I i i i I ; ! f ; i � r � f : � ! � I I � r . ! i ; o � � I z � I � � I ; ! . ! i ; I � I � . ; I � I � I These plans are approved for conformance with the City of ; I I I i i i � ; F I 1 i � � � I � � i � i L I ; 1 : I , i � � � i I � r i I ' ; � . � . ; � � � I I � , : i I % I f I I � I I � . � � � I I I ; , � . t . I 1 . � I i t I i ; I I ! � z I . � . I I I f ; . , " � � . � ; . I I % ; I I . I : I I � I I : ; I � 9 ; � . � ! . _�., ­­ 4, ­,­­­ I ,_ _­T_1.11­_. ­11-1­1111 �', ­­1 i ___ � � ­ ­.. ­­­ ­­ "-I ­­ ­1 Auburn's Engineering Division requirements. M z � � i , I I __� ; ... -� � ­ -_ _­ __ ... 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I I I j : z � i � i � z . ; 1 � � I � r � I I � � � I I I � � � i : � � � ; � ; P I I ) - I ; ; i i , : , 1 1 , X z : I I . : z : ; I � I I I � I i , I i � � � � i ! i I 1 1 1 � z � I I ! . i . i ! � � � � ; 1 1 6 � � � I t � � ! i � I - I � I ; 7 i ; i � i � ! , I t b . , , , 1 1 1 � 0 2 . I i . , � - , . f - - I -------.- . �. .. ... - ­_­._.__ ­_ . I-. _. I. .r. _­ --- � 1- ______ ____ - , 1 - i � ------,I- --j- - - - - __ - - ---"4-- - - - . I . . - .� - I � -, . -.11, ---.---- ­_­_ __ .___L__. __.�_ I . _- , _-j- � ., _... _ -, - . .. , L- ; _j_ � - ___L__�_ Z U) ______ 0 Li " = �( I -3 1.5 5 0 0 1 1 SCALE: HORIZONTAL - 1 dc I VERTICAL - 1 " = 4' Date Approved:- I I , bi :2 DESIGNED BY i z Uj INFORMATION CONFIDENTIAL: SC I Lz J. K. SCHROEDER Centlal Puget Sound Regional Trans# A uth - . It) Information on all plans, drawings, DRAWN BY 7 affly 0 SOUND TRANSIT COMMUTER RAI! SYSTE M DRAWING NO. SounoTransit 41 specifications, and /or information furnished IA;1 , .1. 11 PC-0012 �_ AS 10-29-1999 PCO-10 Revised SD4, SD5 and SD6 M. J. GAGNON E:7 - 0 , z ,_ , herewith shall remain the property of the - &Q 1 !2� , , , - , , - r ___ I - , I I I I . '_ I ­ - �­'- - �� , 7`,_\_-,`,--� ���.t, I _____ , __ ­ -, � _�` � I I I I __ -1 . . 11 � I - , I _ _- I I -1 I I , , I , � , , , � I , � � , , � ­- ­ ­1 - I - � � ! I I I I ­ _- ­_ __ II I - I I I I - I !-L , � I I , ,_ ... I . ­ \-,-- � � V_ I ­ ... `;�i'11* ­ - ,\ , , T_ I - - . I � -1 �, I I I P-1 . , , , , ... , I - - I - ___ - - - � - I. , , . , I -1 __1 , ­_­ � I I __ __ - - - 1­ - t ___ 11 I ­­- � D � - I -,- i 1___� I - , ­ I I I— - ! ., �'- ` \ - I - __ __ 14 / 1� � ) � i I � Ld SOUND TRANSIT AUBURN STATION � �_ :2 A� PCO-01 City of Auburn Submittal Regional Transit Authority - Sound Transit CHECKED BY ""I'� N�,� , V) W I Carftr!� Burge= REVISION HEET NO. 0 _j and shall be held confidential; and shall not R. J. BERGH �� Consultants in planning, Engineering, Architecture, � CD LLj I (Ref: Comments 7-23-1999) 1 be used for any purpose not included in A n i / Verma Associates / n c . Construction Management, and Related SeNoes, �d ,P, 2083 �) 5 1 5 If Carter & Burgess, In,: �� " 06 DRAINAGE PROFILES �- ry 7-29-99 Issued conformed document the agreements with the Regional Transit 4W 8525 120th Avenue NE, Suite 200, Kirkland, WA 98033 1 IST , I (-) Uj J. K. SCHROEDER 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 Q L�j M Authority - Sound Transit. I L . SCALE .) 6-7-1999 1 1 0 2 zi Addendum 1 - Revised Project Ref. block DATE i x ._j . SUBMITTED: APPROVED: 1_\1D ID F1 U " 1 14 . ��. . .: 0- z BY SUB. EXPIM: 11/03/00 ... . . REV. DATE DESCRIPTION I I 11 I I I I I I U----------"- I . � .��..,:.­_ . . .. _,.,%. �, ! 1. I I I � . I � .1 .. � :� �: *., , , , . :��...'. :.,..,. . � :1 I - . . - , . . � . . I , ,, p M ,...21 016 15�1 3 M g a LU Z to O � N M N O r tT F- U C9 z Y W oW �w J Q U � H =z �w x �o U Q z t— 0 z 0 (D0 wM zLjj J — z w V)w OU w U LJ WW m 0-z DETAIL ITEMS (J USE COR-N-SEAL BOOTS OR EQUAL FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET WHERE APPLICABLE. �2 THE COVER SHALL BE POSITIONED OVER THE OUTLET DROP PIPE. STORMCEPTOR COVER AND GRATE GRADE ADJUSTERS TO 32" SUIT FINISHED GRADE--,, ° A 30,$ W; 6" 0 VENT PIPE 6>a 72 � �• 7" VARIES ------ STORMCEPTOR® INSERT i INLET � WEIR 7 OUTLET 21" —— \ -- --- 13" 2 C-0013 8»0 It PLATE ORIFICE 6 „ min. DROP TEE 24" 0 DROP - INLET PIPE OUTLET PIPE Id M 1°� 0" 1 —0013 014 I\%JUUL-1\ WMIJr\1_1 PER ASTM C 443 DETAIL OUTLET CONNECTION SCALE: NTS 4" TO 6" GRAVEL BACKFILL r/ln r%MA 1\1 6" LAP MIN 12" 6" PERFORATED PVC PIPE PLATFORM 1 " PERFORATED PIPE DETAIL -0013 SCALE:1 "=1'-0" STORMCEPTOP DETAIL DETAIL. 2 GUTTER SWALE DETAIL SCALE: 1 /2" = 1'-0" SDROP CALE: NTSLET PIPE PC-0013 AT CATCH BA S I SCALE:1 "=1 '-0" INFORMATION CONFIDENTIAL: Information on all plans, drawings, specifications, and /or information furnished herewith shall remain the property of the Regional Transit Authority — Sound Transit and shall be held confidential; and shall not be used for any purpose not included in Y P p the agreements with the Regional Transit Authority — Sound Transit. DESIGNED BY J. K. SCHROEDER Central Puget Sound Regional Transit A uthority SoundTiansit ,' Fes' f0J DRAWN BY E • CARRASCO/M. GAGNON Carter Bur Cmaultants in PlM N, Englneeritq , C rte &BurMMy1t. and RekAul..rvlcaa Carter & Burgpe, b1c• 85251201hAvenWNE, Suite 200,KNend,WA98033 CHECKED BY R. J. BERGH �� A n% f' V e r m a A s s O C% a t e s i/ c, � 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA M[1334rz © 1�— —f9g PCO-10 Revised Inv. -'Bev. APPROVED BY 7-29-1999 issued conformed document 1 6-07-1999 Addendum 1 —Revised INV elevations DATE 5-17-1999 SUBMITTED: ,APPROVED: REV. DATE I DESCRIPTION BY SUB. APP, 12" RISER PIPE Q2 = 0.09 CFS Q10 = 0.27 CFS Q25 = 0.37 CFS Qloo = 0.50 CFS INV 75.06 0 A RESTRICTOR PLATE WITH 1.25" ORIFICE 12" RISER PIPE Q2 = 0.47 CFS Qio = 1.14 CFS Q25 = 1.56 CFS Qloo = 2.01 CFS :. :.. 3„ d ROUND MANHOLE COVER MARKED "DRAIN" WITH LOCKING BOLTS. gdn bo 19. 53 . .. d 4. , SEE WSDOT STD. PLAN '� B-3 FOR 3.77 DETAILS NOT SHOWN. INLET • a • . 4 ♦ Z • . N • 4 • .. .. , . d '•' • .. • J Q NV 75.06 STORM DRAIN ® 2 SCALE:1 /2"=1'-0" SEE STORM DRAINAGE SYSTEM SD-4 ROUND MANHOLE COVER MARKED "DRAIN" WITH LOCKING BOLTS. I I • � �� � 4, SEE WSDOT d STD. PLAN `. B-3 FOR 4.1 DETAILS NOT • SHOWN. OUTLET INLET e INV 75.76 0 "' INV 75.76 0 ,. Q RESTRICTOR PLATE Mi d: • Mi WITH 2.95" ORIFICE 49 N 4 � � d. "•• . A At STORM DRAIN 5: SCALE:1 /2"=1 '-0" SEE STORM DRAINAGE SYSTEM SD-5 Record Drawing Certification PROJECT REF: FAC 0007-99 These drawv•p#rrlior n to the Con actors construction records. / These plans are approved for conformance with the City of Auburn's Engineering Division requirements, By: Date: i Title/Position: �9 - =ti ! Approved By: (1.14.L. Confirmed by City: Date: Date Approved: l l 3 SOUND TRANSIT COMMUTER RAIL SYSTEM DRAWING NO. 3 PC-001 SOUND TRANSIT AUBURN STATION REVISION SHEET 16 >' 5DRAINAG DETAILS a SCALE AS SHOWN '03/00 QS'OS 0/ o t616- z Yw ow w J Q U Cn — =z aw z Fw to w O W U 0, w °w m z WALL FLANC (Tyl 18" P PI FLOW _ FLO ® 8-10-1999 PCO-01 City of Auburn Submittal (Ref: Comments 7-23-99) 7-29-1999 Issued conformed document 1 6-7-1999 Addendum 1 — Revised cleanout REV. DATE I DESCRIPTION BY SUB. APP. FUTURE PLAZA SIDEWALK FRAME AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS. Q � q. ♦,' . d 1 a ". A. HANDHOLDS, 1 STEPS OR LADDER (TYP) N . 4 d ♦ . 4. qil q A. .. SECTION DETENTION VAULT 1 99-2'--pe, DESIGNED BY INFORMATION CONFIDENTIAL: J. K. SCHROEDER Information on all plans, drawings, DRAWN BY specifications, and /or information furnished M. J. GAGNON herewith shall remain the property of the Regional Transit Authority — Sound Transit CHECKED BY and shall be held confidential; and shall not R. J. BERGH be used for any purpose not included in APPROVED BY the agreements with the Regional Transit J. K. SCHROEDER Authority — Sound Transit. DATE 5-17-1999 FUTURE PLAZA SIDEWALK ,7 DESIGN W.S. 78.27 Q0 6" MIN. c-i At Q d .i q o • S d 4'-0" A MINIMUM -0014 r Central Puget Sound Regions/ Trans/t Authority SoundTransit 4o fke 4q FRAME AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS. 9.75" ORIFICE PIPE SUPPORT(S) 3" x .75 ALUM. OR 1.079" STEEL (SEE NOTE 3) FLOW RESTRICTOR VAULT FLOOR BEH D FLOC/ — ••� 18" PVC PIPE I NV 75.27 FLOOR GRATE WITH 2' x 2' ACCESS DOOR (1 " x 1 /4" GALVANIZED METAL BARS) HANDHOLDS, STEPS OR LADDER (TYP) Carter Burgess ` /� Consultants in Planning, Engineering, Architecture, An i/ V e r m a A s s o c i a t e s f /// H 4. Constructon Management, and Related Services Carter & Burgess, Inc. 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 CM eszs 12M Avenue NE, Suite 200, l(Mand, WA 98033 SUBMITTED: APPROVED: ISTE4�'°ti; a� `4roAlAL � �1.3� III 11/03/00 1 12'-0" I A GRADE ADJUSTERS ACCESS OPENING TO SUIT FINISHED 24 0 AND COVER GRADE ?f .. i ic oPIPE SUPPORTS) 3" x .75" ALUM. LIFT HANDLE 9.75" OR .079" STEEL RIFICE (SEE NOTE 3) r ® CLEANOUT/ SHEAF' GATE 7\:�� A 8" DIA. MIN. r FLOW RESTRICTOR O5 of r r RESTRICTOR PLATE HANDHOLDS, STEPS WITH 4.60" ORIFICE OR LADDER (TYP) Q2 = 0.83 CFS D � e'D. °° "p ° r-p.. ee D.a, o ►.. r.•'.. ..."r QiQ = 2.64 CFS Q25 = 3.12 CFS Q1oo = 3.93 CFS SECTION B l DETENTION 1 VAULT \P" - 001y DETAIL ITEMS 1Q ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS SHALL BE GALVENIZED. 20 PROVIDE WATER STOP AT ALL CAST —IN —PLACE CONSTRUCTION JOINTS. O PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME MATERIAL AND BE ANCHORED AT 3' MAX SPACING BY 5/8" DIA STAINLESS STEEL EXPANSION BOLTS EMBEDDED 2" IN WALL. Record Drawing Certification These draw' gs nform to the Contractor's construction records. By: • Date: IC&I Title/Position: '� aL_Alkali.. 16 x1a Confirmed by City: Dde: PROJECT REF: FAC 0007-99 �7 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: r �1 K�'�P Date Approved: `) 3 SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION DETENTION VAULT DETAILS DRAWING NO. PC-0014 REVISION SHEET NO. 5 17 SCALE 1 "=2'—O" 010Idt5 t iz EXTENDED 1ST STREET SW — ' %SST,..... -r. s-&-.nc*.a,...-.. ni - _ saw !.1 NHS 1. ELEVATIONS SHOWN FOR TEMPORARY PLATFORM EDGE ARE DERIVED FROM SURVEY INFORMATION AND ARE FOR GUIDANCE ONLY. PLATFORM TO BE CONSTRUCTED 8„ ABOVE TOP OF ADJACENT RAIL. 2. ELEVATIONS SHOWN FOR PERMANENT PLATFORM EDGE ARE DERIVED FROM INFORMATION PROVIDED BY BNSF AND ARE FOR GUIDANCE ONLY. I I I I I I DESIGNED BY INFORMAMN. CONFID01IAL; Information on all plans, drawings, DPA"BY specifications, and /or information furnished herewith shall remain the property of the Regional Trarmit Authority - Sound Transit and shall be held confidential; and shall not be used for any purpose not included in APPROVED the agreements with the Regional Transit 1 6 -7- 1 - F' t Ref. block Authority - Sound Transit. REV. DATE I DESCRIPTION By SUB, APP. ARCHITECTURE.. PLANS PLATFORM TO BE CONSTRUCTED I" ABOVE TOP OF ADJACENT RAIL. COORDINATE TOP OF RAIL PROFILE AND ALIGNMENT WITH BNSF PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY SOUND TRANSIT CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 3. ELEVATIONS ALONG EDGE OF PLATFORM ARE AT 25' INCREMENTS UNLESS OTHERWISE NOTED. J. K. SCHROEDER M. J. GAGNON By R. J. BERGH J. K. SCHROEDER 5-17-1999 Cent ►! Puget Sound Regional Transit Authority Anil Verma Asso clate.s. Inc. ' 550 KIRK" W4Y, SU17E 216, KIRKLAAO, W4 MM Cz SUBMITTED: APPROVED: 1 :INNFR� b WF —i -jn. I SECT REF: FAC 7-99 Time pbm we apprond for coke wig ft Gly of Auburn's Engikoving Dives requireffmft. Approved Dr. • S. Deft Approved. 1 R f TRANSITSOUND ■ RAIL SYSTEM SOUND TRANSIT AUBURN STATION PLATFORM PLAN WEST SIDE DRAWING NO. PC-0015 REVISION SHEET NO. 5 18 SCALE 1" = 1o' — 0" 1 49Id/� 3 co U 3 0 a 0 z 0 UJI 9N M OD H � H z Yw 5- :2 J W J Q U r� =z ww X �0 U Q Z ZV) 00 w:� z� J z w F-:2 w oW �3 X ww m �0 � � o z W O m Q W W I W z J S U F— Q INFORMATION CONFIDENTIAL: Information on all plans, drawings, specifications, and /or information furnished herewith shall remain the property of the Regional Transit Authority — Sound Transit and shall be held confidential; and shall not be used for any purpose not included in the agreements with the Regional Transit Authority —Sound Transit. DESIGNED BY J. K. SCHROEDER DRAWN BY M. J. GAGNON CHECKED BY R. J. BERGH APPROVED BY J. K. SCHROEDER 11 6-7-1999 Addendum 1 — 16 1 6W Project Ref. block DATE 5-17-1999 REV. DATE DESCRIPTION BY SUB. APP. 0" 10 0 10 20 SCALE : 1"=10'—O" 1. ELEVATIONS SHOWN ARE DERIVED FROM SURVEY INFORMATION AND ARE FOR GUIDANCE ONLY. PLATFORM TO BE CONSTRUCTED 8" ABOVE TOP OF ADJACENT RAIL. CONTTRACTOR SHALL NOTIFY SOUND TRANSIT CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 2. ELEVATIONS ALONG EDGE OF PLATFORM ARE AT 25' INCREMENTS UNLESS OTHERWISE NOTED. r Central Puget Sound Regional Trans/tAuthority SoundTransit Carter Burgess A n i l V e r m a Associates ,/ n c . Constr ants n Planning, t, gineering,and Related d Services Construction Management, and Related Services Carter& Burgess, Inc. 550 KIRKLAND WAY, SUITE 216, KIRKLAND, WA 98033 Cz 6525 120th Avenue NE, Suite 200, KiNand, WA 88033 SUBMITTED: APPROVED: Record Drawing Certification These draw'ngs gonform to the 0WAractor's construction records. JBy: Date: Title/Position: i Confirmed by City: Date: PROJECT REF: FAC 0007-99 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Approved: SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION PLATFORM PLAN am DRAWING NO. PC-0016 REVISION SHEET NO. 5 19 SCALE O l U 1� t 5- 10' — 0" 1 z Yw oft ow S W STOP CW. WAY ONLY R 1 1 Rfi L R 6-2 R R3 5 R .r R 7- 8 R 7- 107 ,.. ._._m-.FUTV.RE CONSTRUCTION __.____...�., __w.._..__.._� w __.__.___._.._.__. _...__—FUTURE.._CO-NSTR.ICTION -8*i'~£ETHERS _ __.. _.. _ FUTURE CONSTIOt TRANSIT ONLY SPECIAL STRIPING AND MARKING ITEMS Q 4" WIDE WHITE PAINT STRIPE. O HANDICAP PARKING STALL. SEE DETAIL r PC-0008. a I 3 TYPE III BARRICADE, SEE WSDOT STD. r PLAN H-2. t ® 24" THERMOPLASTIC STOP BAR. I = ' 5O RIGHT ONLY PAVEMENT MARKING PER CITY OF AUBURN STD PLAN TRLM-6. I t; © PRECAST CEMENT CONCRETE DUMBER CURD PER WSDOT STD PLAN F-1. STRAIGHT ARROW PAVEMENT MARKING PER CITY OF AUBURN STD PLAN TRLM-6. ,_.._ r---------- -------------- _.._OTHERS _ -SW TO _ a�000 c� 5 R3—S�R�f --r Fx,( 5 "RIGHT Tl 1RN nNI / / �. _ � ONLY i 's w : DESIGNED BY z W INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Puget Sound Regional Trans&Authority Information on all plans, drawings, specifications, and /or information furnished SoundTransrt DRAWN BY z herewith shall remain the property of the M' j' G,4Glwl0N M Q 10-29-1999 PCO-10 Revised west side parking lot Regional Transit Authority — Sound Transit CHECKED BY Carter ¢ 0 8-10-1999 PCO-01 City of Auburn Submittal Ref: Comments 7-23-99) y o W and shall be held confidential; and shall not be used for any purpose o s e not included i n Y P P R. J. BERGH An l Verma Associates nc. + ConsultanlsInPlanning, Engineering, Architecture, Construction Management, and Related Services Carter & Burgess. Inc. APPROVED BY 7-29-1999 Issued conformed document the agreements with the Regional Transit J. SCHROEDER 550 KIRKLAND WAY, SUITE 216, KJRKLAND, WA JBV33 8525120thAvenue NE, Suite 200,Khkland,WA98033 w m Authority — Sound Transit. A6-7-1999 Addendum 1 — Revised Project Ref. block DATE 5-17-1999 SUBMITTED: APPROVED: o- z REV. DATE DESCRIPTION BY SUB. APP. of zoe9'�z B'GI$TE¢�ti q� SjONAL � `t.3� Eames: 11/03/00 A { , SIGN SCHEDULE I.D. MUTCD SIGN N0. DESCRIPTION SIZE QTY. 1 R1-1 STOP 30" x 30" 1 2 R6-2 (L) (R) ONE WAY (L) (R) 18" x 24" 2 O3 R7-107 NO PARKING — BUS STOP 12" x 18" 1 �4 SPECIAL TRANSIT ONLY 24" x 24" 2 5 R3-5 (R) RIGHT TURN ONLY 30" x 36" 1 F R7-8 HANDICAP PARKING 12" x 18" 7 Record Drawing Certification These dra nfc,rm to the Contractor's construction. /nowd By: ' Date: _ Title/Position:i�v ` Confirmed by City: I PROJECT REF: FAC 0007-99 {I These plans are approved for conformance with the City of Auburn's Engineering Division requirements. - - Approved By:�_�,.t.,r+-+�-• t Date Approved: - SOUND TRANSIT COMMUTER RAIL SYSTEM SOUND TRANSIT AUBURN STATION STRIPING, MARKING AND SIGNING PLAN DRAWING NO, PC-0017 REVISION SHEET NO. 5 20 SCALE 1 " - 40' - 0" O I 0 [ 06- UTILITY -ITEMS WATER MAIN CONSTRUCTION NOTES pia 0 SEE DRAWING N0. PC-0006 FOR PROFILE `" v71 N 3 OF 12" WATER LINE. 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI „ wl'- CONNECT TO 0 CITY OF AUBURN IS UPGRADING AND/OR -12 GATE I RELOCATING THIS LINE. CONTRACTOR SHALL MINIMUM COVER OVER 8" WATERLINE IS 42". SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE i VALVE REMOVE EXIST. i EXIST. COORDINATE LOCATION AND SIZE OF CONNECTION THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE REMOVE FIRE CAP 6" BEND 12"x8" MJ LINE PRIOR TO CONSTRUCTION OR ORDERING O SEE CITY OF AUBURN STD PLAN WAVW-1 FOR WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. .� HYDRANT REDUCER MATERIALS. VALVE WRENCH EXTENSION BOX DETAILS. AND VALVE I W 6't 12 x 12 x 12 3 0 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF •,Iut b n 12„ TEE " �, C 8" GATE VALVE ® SEE CITY OF AUBURN STD PLAN WASM-1 FOR ® SEE CITY OF AUBURN STD PLAN WADM-1 FOR FORTY-TWO INCHES (42"). _ _ _ EXIST. 8 W 8 W WATER METER AND SERVICE LINE INSTALLATION DEDUCT METER WITH DOUBLE CHECK VALVE i 3 - ` - - - - 8" W INSTALLATION DETAILS. 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE �'' """1 CONNECT TO EXIST. 12 W \�� NZ10't j U I L 9 REMOVE EXISTING 45' BENDS. EXTEND WATER VALVES FOR TWELVE -INCH (12") AND SMALLER. �� BUTTERFLY VALVES ' SHALL BE USED WHEN OVER TWELVE -INCH .. •- 8" x 8" x 8" MJ O SEE CITY OF AUBURN STD PLAN WAFH-1 FOR (12"). REMOVE BEND TEE FIRE HYDRANT INSTALLATION DETAILS. FIRE LINES TO TEE. I CONNECT TO 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE I " HYDRANT SHALL BE PROVIDED WITH STORZ FITTING. 10 CAP WATER LINE. AND 12 W .I EXIST. 11 DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON _, `' --•- ----------- Ni� 3 ® S CI N A 1 " f_1-V€ JACt� RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL CONNECT TO EXIST. - �, .sL-E�-EX STANDARD A-21.1 1. ` BEARING SITRENGTH BLOCKING DETAILS 1000 PSF SOf 5 1s�E OF ... r� I ) _ NTCD TO EDGE OF EAST _ 1'1/�D nC DI A �rzTc-�r-cv.O��rr^sav j • "� 5. PIPEFITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND - DETAIL '''- OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED I - - DETAIL 2 N.T.S. i -� - - M N.T.S. _ t T� - REVISION. TO I 1 10 - _ ANS SPECIFICATIONS 1 2 AND 1 21 11 -----------------------� -- - __.._.._._.__...__ _ Tlr Ic�AND SHALL CONFORM �' __.�,�` OF LATEST T-�--� -- -- ��, ----- - 6. HYDROSTATIC TESTS ON THE NEW PIPE SHALL BE MADE IN ACCORDANCE ' I CONNECT TO EXIST. '"-- -. ` - - �-r,......,,,,.•.,,,,,,,,a�_ I _ _ , J. WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS :>. r- _ ,' - r, ---' 8 STUB. hiaTE O I AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED P . � G :.. ^"".^ ,:,. /_may,,. "'��.:::��,.•�.�- �°� - - _ _ 1' HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY .� FIRE 27 6 j ' i TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS ' P 3Q FIRE HYDRANT .�._. _. f� • .,� ,u UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL * ;M �,►- �\ HYDRANT 0 BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS to - 0 6" GATE N ZC{ �r►6% I CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A ' \ \\ I CT TO s, �\ VALVE - 7 F ; .-----••__..� w_.._ MINIMUM TEST PRESSURE OF 200 PSI. sI X TI TO DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO 00 v i T LT r, r -- CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE 8 W O • ��`� ' WITH THE LATEST PROVISIONS OF AWWA C 601.` - ,. .000 45' BEND® I �� ,f j 6 I 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE ,--1�1(3 h1 ae� Rk 6" GATE VALVE f ; CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION, 1 8" i TE VALVE 0 g"x g"x 6" to �•tacK�l I ire, 4 x 8 x I a t N� t1,�1� IB I _ i f �-..-_.____�,__ 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS dmm ' �`-"' "--___..- ^- ® MJ TEE _ .' "� , SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1 2 L - _ 8"x 8"x 8" TEE CONNECT ;',._. 3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN Y EXIST BURIED FIBER OPTIC $LE - WILL INSTALL THE METERS. TO EXIST. 12" WATER. �" z1_ -- _ r- _____.____.__ -/ - - - -� -- _ _ _ _ 10 RESTRAINED JOINTS SHALL BE USED AT ALL BENDS FOR TEES, 90' BENDS, , = -� _ �°�-- - CONCRETE BLOCKING SHAL ALSO BE USED. D�T�tL-3 - - - -" i` -- _ - - - - - AND SPECIAL CIRCUMSTANCES, SEE STANDARD DETAIL WABL-1. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND » 2 A V ---- AN AIR VACUUM RELIEF AT HIGH POINT OF MAIN. SEE STANDARD DETAILS _ WAAR-1 AND WABO-1. ` W DM 8 SEE IRRIGA ION PLAN 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL ' - I I 12+76.50, 3.95'RT WAFH-1AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE 45' BEND 0 ,�" fir 2 W LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED -- 15+36.67, 4'RT 0T7E GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES i 45' BEND 4 412"x12"x12"MJTEE - - - - I (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. EJ 12 W - - _ M .12"x 6" I MJ REDU R --- I t 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE US DRIVE N 5 ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN . ` ' ACCORDANCE WITH THE CITY OF AUBURN S STANDARD DETAIL NO. STFG-1._._-- "�o ® 45' BEND 15+44.67, 4'LT r .., ._ .._ ` I 14. 3 FIRE HYDRANT / g' ��� I ` �c®- _ __--•_-, ._:_._ _f:-, f SYSTEM AND TO BE INSTALLED PER THE CITY OF AUBURN S DETAILS BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION t ___„__.r.._.-._.. f d II 0 5 __....._. _ _.,,.___._._._.. _._..._.w __.._. _.� S, II II ,� 6 4 a I _ 6 GATE II df 15. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID Y1 . i, i II ll t'J 12" GATE 25' I VALVE i 4.11 55 RT 6 li SIDE OF ALL FIRE HYDRANTS, AS DIRECTED _.._._ _ .._ ,� .__ _. _._, I !I II , i i II (YELLOW) 15 FEET (15) EACH II ° VALVE I II II BY THE SOUND TRANSIT CONSTRUCTION MANAGER. r .... _ _ ,_.._ _ ,_ 4 _ .. a- s: + _ sue• E rt , _ - __... l "I l li REMOVE - � E ;. �I II HYDRANT -AND -� ...�.��-.....�- I ,Mt e I II f �`` RE `C1 FIE'HYA�IIT AI`fl_ �� II VALVE C EXIS II `' ST PLATFORM .AV�Lti+AP T. ,{L. . ! I � �C 1• i II " PLANTER 8 WATER; --a Cn Z b ck 8 I-- 4 WATER AT EA 1� BACK OF PROJECT LIMIT. a PLATFORM " 40 0 40 80 g- i ii i 9 4 12"x 12"x 12 TEE f F- I f . ` II ' 2"X2 X2 TEE -1CON:N CT_1 TO,::,EXIS:T:._-:_ f__ _______` 5 F (( II t' I �. i ) i. It II 7. f /'-'"+. !, `f`� {' II �, I ° �._._ ....... WEST SEE PL 0005 FOR „ a.o f f I I! 12 WATER. SEE _QETAI L. 1 _ h �__..�i i EXIST. 4"II W PLATFORM SEE PL-0002 FOR CONTIN ATION SCALE 1 =40 -0 Z a THiS �T-101+49.5, 25'LT C ; 1L �� I u PLANTER CONTINUATION W _ _,ECCEPTIb TO CONTRACT LIMIT 0 I 2 mt��r DM Record Drawing Certification "' i-„X2„X2„ TEE 9 -II N i ,_ z I i p `� 1 N E I ( II I M ? ¢ 2 These draw- 98 conform to the Contractor's construction records. co f I tt 12"x 6" M \ R r W TO 12 W N 14 i I I II 1 T' 2" GATE VALVE By: I[�Mr G PLUG S.S. TOW 07 6 GATE I i „ �, II } i �_�f _.._.__N, I M J T 2 x :WM TTrNe/P s t �. ` _. �. � ...� IN EST VALVE x 1 � i ., , on• a.. MH 12 12 . i __..._ . r 0 }� 8'L { � 10+27, TI �� � .-._.�._. � 10 O , REDUCER _ TEE Y W°__.___._....___.__..____..._t.w.__�-,-_-__..._._._ __".._...:.___ ._.._ �._.."�.____,_��.� �`✓� f 1 FIRE HYDRANT I__ _ -- __...... '` " _ E _ Confirmed by City: Date: _._._._.�.__._.._.._._____._._____.._.. �,._._.__._r - SEE PM 0002 FOR - --_ I ,,.. _ ... �. - - - - - - - = u __..... _._._.. - �._._ TEEL-r CONTINUATIONFOR . E PM 0002 W a - ,� - __ _ _ ___L i,_ _�,_ �- CONTINUATION w - -------- _ _ -- - - T PROJECT REF. - _ VALVE 2 e� i , 12"x 8" MJ EDUCER �- _ _ ..m.._._ ,... . • � _ SIDEWALK FAC 0007 Q ETA I L 3 These plans are approved for conformance with the City of a- z _ Auburn s Engineering Ivlslon r q requirements. �__..___..____...___.__ TION D' a u' z- r f 0 -.M -•,II TEE �-,. � : .r • i 4 r , i\t.. f� � � - r ? 1 � if ��;-rs ^�- TO EXIST. 6 WATER I -..__. _ .._ �-' _ d Q ; : a w e t ' ►� , ;, ,. ;.w ., . 4. A roved B z x 6 MJ REDUC ; PP Y ;" m SEE NOTE ER , ✓F ,..- -._,_t ) ..1 o �, o Date Approved: w DMGNED BY zw INFORMATION CONFIDENTIAL: J. K. SCHROEDER Central Pu Sound Re Iona/ TransitAu#7or/ . SCt1h, Information on all plans, drawings, DRAWN BY ! 9' � �� of" 1° SOUND TRANSIT COMMUTER RAIL SYSTEM DRAWING NO. 0-29-1999 PC0-10 Revhd �t skk art lot specifications, and /or information furnished Soundrran t PC-0018 z p 9 herewith shall remain the property of the R. LORETE ti� SOUND TRANSIT AUBURN STATION w 4 8-10-1999 PCO-01 City of Auburn Submittal (Ref: Comments 7-23-99) Regional Transit Authority - Sound Transit CHECKED BY ® Carter Burgess 7-29-1999 Issued conformed document and shall be held confidential; and >a I not R. J. BERGH REVISION SHEET N0. /'► ConsuttarAs m Planning, Engineering, Architecture, be used for any purpose ose not included in A n V e r m a A s .� o C% a t e s, / n V e Cons rucllon Management, and Related Services 20e3, 2 1 Y P P APPWED BY Carter d Burgeea, Inc. ISTWATER LINE PLAN4rL 30 6-21-1999 Addendum 3 - Revised item 11 the agreements with the Regional Traitlit 550 KIRKLAND WAY, SUitE 216, KIRKLAND, WA 980J,3 8525120thAvanueNE,SuIte200,Khiand,WA9803s S-�i1 �ti q j L w J. K. ��HROEDER`SIGNAL .3 SCALE w m Authority - Sound Transit. t o 6-7-1999 Addendum 1 -Revised Project Ref. block �`� 5-17-1999 SUBMITTED APPROVE[)* 1 " = 40' �� °- z REV. DATE DESCRIPTION BY SU APP. EZPMS: 11/03/00 �1 0 / Dld"l..f