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HomeMy WebLinkAboutCP1603 - AS BUILT PLANSNW AUBURN GOLF COURSE AUBURN MUNICIPAL AIRPORT 16TH ST NW �l!11 Imsi SMAN 1�I��1R won;im ME� ■a/�— M � rWIN ON VICINITY MAP 0 SCALE: 1' = 2500' C[I'Y OF Z./ )gMWASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington GREEN RIVER COLLEGE GAME FARM WILDERNESS PARK LARGE WOODY MATERIAL SITE KING1 COUNTY_ PIERCE COUNTY PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 6.21.2023 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTIONRECORDS INSPECTOR: O✓ham IO� PROJECT MANAGER: DATE PROJECT COMPLETE: 12/18/24 GAME FARM PARK CITY OF AUBURN KING & PIERCE COUNTIES, WASHINGTON COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT PROJECT SITE LOCATION MAP SCALE: V = 250' GAME FARM WILDERNESS PARK / CITY OFFICIALS Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director PARCEL NUMBER 292105-9069 NON -BUILDING RELATED PERMITS GRA22-0016 - GRADING STM22-0121 - LEVEL 2 STORM FDP20-0004 - LEVEL 3 FLOODPLAIN PERMIT 69to] :1LTA 69X�III :ILII QV1:II [a]�Ik1q�Iry:r_1:lei x[@P&911:W_1:1:FAX.]111W11 TOTAL EXISTING HARD SURFACES = 168,220 SF TOTAL NEW HARD SURFACE = 3,360 SF NET CHANGE = 3,360 SF TOTAL NEW HARD SURFACE (NEW AND REMAINING EXISTING) = 171,580 SF STORM PERMIT (ON AND OFF -SITE AREA) TOTAL DISTURBED AREA = 84,620 SF TOTAL NEW AND REPLACED HARD SURFACE = 3,360 SF TOTAL NEW HARD SURFACE = 3,360 SF EARTHWORK QUANTITIES (ON AND OFF -SITE) CUT = 50 CY FILL = 80 CY NET IMPORT/EXPORT = 30 CY TOTAL EARTHWORK = 130 CY THE QUANTITIES SHOWN ABOVE ARE FOR PERMITTING PURPOSES ONLY. THE CONTRACTOR SHALL DO THEIR OWN QUANTITY TAKEOFFS. LOCATION MAP N SCALE: 1' = 250' Jacob Sweeting, P.E City Engineer Seth Wickstrom, P.E Project Manager PROJECT NO. CP1603 CONTRACT NO. 21-03 DRAWING INDEX SHEET DRAWING DESCRIPTION 1 GTO01 COVER SHEET 2 GN002 GENERAL NOTES AND LEGEND 3 CT100 CONSTRUCTION STAGING PLAN 4 CT101 SITE PREPARATION AND TESC PLAN 5 TD101 PEDESTRIAN DETOUR PLAN 6 CX301 TRAIL & BRIDGE TYPICAL SECTIONS 7-8 CR101-CR102 TRAIL & BRIDGE PLAN AND PROFILE 9 CR501 TRAIL DETAILS 10 CR502 DIVERSION WALL AND PIPE CASING DETAILS 11 LD101 LANDSCAPE PLANTING PLAN 12-13 LD501-LD502 TREE INVENTORY TABLE 14 LD503 PLANT MATERIAL LIST AND SCHEDULE 15 LD504 LANDSCAPE DETAILS 16 UW101 WATER PLAN AND PROFILE 17 UW501 WATER DETAILS 18 SB100 BRIDGE PLAN AND ELEVATION 19 SB101 FOUNDATION PLAN 20 SB102 DRILLED SHAFT TYPICAL SECTION 21 SB103 DRILLED SHAFT DETAILS 22 SB104 ABUTMENT 1 DETAILS 23 SB105 ABUTMENT 2 DETAILS 24 SB106 BRIDGE TYPICAL SECTION 25 SB107 BRIDGE BEARING DETAILS 26 SB108 BRIDGE DECK PANEL DETAILS 27 SB109 PEDESTRIAN RAILING DETAILS 28 SB110 UTILITY HANGER DETAILS 29 SB111 APPROACH SLAB DETAILS 30 SB112 APPROACH SLAB & EXPANSION JOINT DETAILS 31 SB113 SECURITY GATE DETAILS 32 SW100 RETAINING WALLS 1 & 2 33 SW101 RETAINING WALLS 3 & 4 34 SW102 RETAINING WALL DETAILS 35 CS100 LARGE WOODY MATERIAL - GENERAL NOTES & LEGEND 36 CS101 LARGE WOODY MATERIAL - SITE ACCESS PLAN 37 CS102 LARGE WOODY MATERIAL - SITE PREPARATION & TESC PLAN 38 C5103 LARGE WOODY MATERIAL - PLtVIEW39 CS104 LARGE WOODY MATERIAL - PLAN0CS301 LARGE WOODY MATERIAL - S41 CS501 LARGE WOODY MATERIAL - D BID SET w CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT CP1603, SHEETS 1 TO 41 ARE APPROVED FOR CONSTRUCTION BY: n 9n// O6/21/2023 JACOB SWEETING, P.E. ✓�K L o �nxe+4° City Engineer Dale IGNALB�'�n- 06/20/23 SETH WICKSTROM, P.E. 6/21/2023 Project Manager Date CP1603 CONTRACT NO. 21-03 DRAWING NO. GTO01 SHEET 1 OF 41 WATER SYMBOLS SIGNALIZATION SYMBOLS SYMBOL EXIST. PROP. DESCRIPTION SYMBOL EXIST. PROP. DESCRIPTION GUARD POST �aro �oro DIPOLE DETECTOR -_ THRUST BLOCK OUADRAPOLE DETECTOR ® III WATER METER ® m ■ 0 JUNCTION BOXES (TYPE I, 11, III) 4- FIRE HYDRANT 3-NOZZLE PEDESTRIAN PUSHBUTTON 'CS W FIRE HYDRANT 2-NOZZLE POST W/ PUSHBUTTON PEDESTRIAN SIGNAL HEAD ® ® SPRINKLER VALVE BOX ® m SIGNAL CONTROLLER N GATE VALVE GEN. ® SIGNAL LOAD CENTER t BLOW -OFF VALVE 1®V * J'C STREET LIGHT ASSEMBLY JI BUTTERFLY VALVE co� TRAFFIC SIGNAL POLE N CHECK VALVE' CIS TRAFFIC SIGNAL POLE W/ LUMINAIRE IM PLUG VALVE TRAFFIC SIGNAL ] CAP/PLUG SUPPORT POLE -► VEHICLE SIGNAL HEAD # COUPLING VEHICLE SIGNAL HEAD F-L 1{ ADAPTER, FL. x M.J. W/ ARROW INDICATOR i ► REDUCER TAPPING TEE & VALVE. CHANNELIZATION SYMBOLS uK IK FL. X M.J. F-i FH VERTICAL BEND FL SYMBOL J+E 3+1 VERTICAL BEND M.J. EXIST. PROP. DESCRIPTION ( STOP BAR SANITARY/STORM SEWER SYMBOLS SYMBOL OR OR CROSSWALK EXIST. PROP. DESCRIPTION IIIIIIII IIIIIIII ♦ SANITARY SEWER CLEAN OUT h LEFT TURN ARROW " Q SANITARY SEWER MANHOLE RIGHT TURN ARROW (As Labeled in the Plans) p n 0 STORM DRAIN CATCH BASIN ` LEFT -STRAIGHT ARROW STORM DRAIN MANHOLE (As Labeled in the Plans) `II 1IIp1 I�I ONLY o ♦ STORM DRAIN CLEAN OUT R PFIgY�I SCHOOL STORM DRAIN CULVERT STOP BICYCLE LANE GAS/POWER/TELEPHONE SYMBOLS 22 l71• HANDICAP SYMBOL SYMBOL EXIST. PROP. DESCRIPTION IrGU), ,,,. XR RAILROAD CROSSING Im GAS VALVE © ` a LANE MARKERS TYPE I POWER VAULT o a UTILITY POLE ° • LANE MARKERS TYPE 11 C___ UTILITY POLE ANCHOR SURVEY SYMBOLS TELEPHONE VAULT SYMBOL !'J TELEPHONE MANHOLE EXIST. PROP. DESCRIPTION ANGLE POINT SURFACE FEATURES/LANDSCAPING + BENCH MARK SYMBOL c BLOCK CORNER EXIST. PROP. DESCRIPTION EMBANKMENT _• IRON PIPE E, B MONUMENT (IN CASE) o =MB MAIL BOX ' SHRUB 4' ® MONUMENT (SURFACE) cx= C3sca ROCKERY °=_' SECTION CORNER MONUMENT ! RIP RAP @ SOIL BORING SIGN � & AERIAL MAPPING CONTROL POINT yid yx TREE (CONIFER) o�,L 1a CONSTRUCTION BASELINE O TREE (DECIDUOUS) CONTROL POINT o ANGLE POINT 9wo 0_04e0 KING COUNTY PARCEL NUMBER kS }( YARD LIGHT (10 Digit Number) HATCH (SYMBOL)) CONSTRUCTION NOTES STREET WATER STORM SEWER TESC DEMO O OHATCH (SYMBOL) FOR GRAVEL DETAIL CALL OUT A DETAIL NUMBER , L Z _ f J EXISTING BUILDING OD1al REFERENCED DRAWING ABBREVIATIONS AC ASPHALT CONCRETE MH ACP ASPHALT CONCRETE PAVEMENT MIN AP ANGLE POINT MJ APPROX APPROXIMATE MON APWA AMERICAN PUBLIC WORKS ASSOCIATION MPC ASPH ASPHALT N ASST ASSISTANT NA ASSY ASSEMBLY HAD AUX AUXILIARY NAVD AVE AVENUE NO. AWS AUBURN WAY SOUTH NST BC BEGINNING OF CURVATURE NTS BFE BASE FLOOD ELEVATION NW BM BENCH MARK O.C. BND BEND OH/INT BOP BEGINNING OF PROJECT OHWM BOT BOTTOM P BOW BACK OF WALK PC BTWN BETWEEN PCC CB CATCH BASIN P.E. CDF CONTROLLED DENSITY FILL RED CEM. CONIC. CEMENT CONCRETE PI CL, CL, C/L CLASS, CENTERLINE PINT CG CURB & GUTTER POC CO CLEANOUT PPB CoA CITY OF AUBURN PRO COA CERTIFICATE OF AUTHORIZATION PROP CONN CONNECT PRV CONST CONSTRUCT, CONSTRUCTION PS CONT CONTINUED/CONTINUOUS PSE COR CORNER PSF CRV CURVE PT CSBC CRUSHED SURFACING BASE COURSE PVC CSTC CRUSHED SURFACING TOP COURSE CTL BASELINE CONTROL POINT, CONTROL PM DEW DOUBLE BROKEN WHITE PVT DET DETAIL, DETECTOR/DETECTION LOOPS R DI DUCTILE IRON RD DIA DIAMETER REF DR DRIVE RPM DSW DOUBLE SOLID WHITE RR DSY DOUBLE SOLID YELLOW RT DWG DRAWING RTK E EASTING, or DISTANCE BETWEEN R/W, ROW PVI & VERTICAL CURVE S, so. EA EACH D, SD EC END OF CURVATURE SDMH EL, ELEV ELEVATION SE ENGR. ENGINEER SEC EDP END OF PROJECT, EDGE OF PAVEMENT SQ EVP EMERGENCY VEHICLE PREEMPTION SHT EX, EXIST EXISTING SIG FCA FLANGE COUPLING ADAPTOR SMH SMIC FEMA FEDERAL EMERGENCY MANAGEMENT SMON AGENCY SS/#" S FH FIRE HYDRANT FL FLOW LINE/CURB GUTTER PAN, FLANGE SST FO FIBER OPTIC SSW FOC FACE OF CURB SSY ST FRP FIBER REINFORCED PLASTIC STA FT FEET/FOOT STD G GAS LINE S/W GIS GEOGRAPHICAL INFORMATION SYSTEMS SV GLASS GLOBAL NAVIGATION SATELLITE SYSTEMS SW GV GAS VALVE TMH HMA HOT MIX ASPHALT TSPL HOR HORIZONTAL TV HP HIGH POINT TYP HT HEIGHT U/G HWY. HIGHWAY UP IE INVERT ELEVATION UPA IN INCH/INCHES UTIL INT INTERSECTION VERT INTER INTERCONNECT CABLES VEH JB, J-BOX JUNCTION BOX W K RATE OF VERTICAL CURVE WA L LENGTH OF ARC W/ LB(S) POUND, POUNDS WSDOT LED LIGHT EMITTING DIODE LF LINEAL FOOT/FEET WWF LOC LOCATION WV LP LOW POINT LT LEFT LUMIN LUMINAIRE MAX MAXIMUM ME MAILBOX MANHOLE MINIMUM MECHANICAL JOINT MONUMENT MIDPOINT OF CURVE NORTHING NOT APPLICABLE NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NUMBER or NORTH NO STEEPER THAN NOT TO SCALE NORTHWEST ON CENTER OVERHEAD INTERCONNECT ORDINARY HIGH WATER MARK POWER POINT OF CURVATURE POINT OF COMPOUND CURVATURE PROFESSIONAL ENGINEER PEDESTRIAN POINT OF INTERSECTION POINT POINT ON CURB PEDESTRIAN PUSH BUTTON POINT OF REVERSED CURVATURE PROPOSED PRESSURE REDUCING VALVE STATION PUMP STATION PUGET SOUND ENERGY POUNDS PER SQUARE FOOT POINT OF TANGENT POLYVINYL CHLORIDE or POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RADIUS ROAD REFERENCE RAISED PAVEMENT MARKER RAILROAD RIGHT REAL TIME KINEMATIC RIGHT OF WAY SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SECTION SQUARE SHEET SIGNAL SANITARY SEWER MANHOLE MONUMENT (IN CASE) MONUMENT (SURFACE) SANITARY SEWER/SIZE IN INCHES STAINLESS STEEL SINGLE SOLID WHITE SINGLE SOLID YELLOW STREET STATION STANDARD SIDEWALK SURVEY SOUTHWEST TELEPHONE MANHOLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TELEVISION TYPICAL UNDERGROUND UTILITY POLE UTILITY POLE ANCHOR UTILITY VERTICAL VEHICLE WEST, WATER, WATER SERVICE WASHINGTON WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED 'WIRE FABRIC WATER VALVE LINETYPES EXISTING: PROPOSED: SURFACE FEATURES: CURB/PAVEMENT/SIDEWALK EGA EDGE OF ASPHALT PAVEMENT BUILDING LINE CREEK / DITCH CENTERLINE x .. _X_X_ FENCE - WARD RAIL RAILROAD - - - - - - - - - - RETAINING WALL ------- ---- --- RIVERBANK/SHORELINE - - - ' ' ' ' ' ' ' ' ' ' - VEGETATION - SURVEY: CENTERLINE 65 65 CONTOUR - - - - - - - EASEMENT (PERMANENT) - - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT (TEMPORARY) -- -- PROPERTY LINE - - RIGHT-OF-WAY ------- CITY CLAIM OF PRESCRIPTIVE RIGHTS - • - - • - - EXISTING WATER MAIN EASEMENT UD UD UTILITIES: UNDERDRAIN x" S5 X" Ss -SANITARY SEWER (SIZE IN INCHES) x" SD X" SD STORM DRAINAGE (SIZE IN INCHES) SSFM SSFM SANITARY SEWER (FORCEMAIN) x" W X" W_ WATER G X" G GAS GP OP POWER (OVERHEAD) EP BP POWER (BURIED) CTV ON CABLE TELEVISION (OVERHEAD) BTV BTV CABLE TELEVISION (BURIED) GT OT TELEPHONE (OVERHEAD) ET BT TELEPHONE (BURIED) PROJECT NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2022 WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. PROJECT BENCHMARKS Horizontal Datum: NAD83 (1991) Washington North Zone, 461 Vertical: NAVO 88 BASIS OF BEARINGS STATEMENT.. BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATIONS ON THE SURVEY CONTROL LISTED DURING DECEMBER 2016. THE BEARING FROM CoA CP 100 TO CoA CP 101 = S 64'21'47" E BASIS OF ELEVA7IONS STATEMENT.. FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CONSULTANT PROVIDED 2019 KING COUNTY LIDAR DATA CoA SURVEY CONTROL POINT LIST 50 105386.40 1301433.97 157.32 SCRIBED "X" 51 105341.12 1301405.39 157.04 SCRIBED "X" 52 104991.86 1301628.25 146.79 SCRIBED "X" 53 105065.14 1301675.34 148.93 SCRIBED "X" 54 105399.91 1301836.79 153.03 NAG NAL 55 105399.91 130118.87 151.65 NAG NAIL 100 105898.34 1299928.42 142.38 NAG NAIL 101 105413.97 1300937.72 148.48 NAG NAIL 102 105194.27 1301295.22 155.84 NAG NAIL 104 105267.61 1301758.04 152.18 NAG NAIL 105 105168.29 1301965.77 144.52 NAG NAIL 106 105205.83 1302134.29 151.98 HUB & TACK BID SET AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINf ERING REQUIREMENTS. APPROVED BY: DATE APPROVED: 6.21.2023 No. uate: I Kevlsion: Completed By: BY: DATE: a �N �q at91s.' B7aNA11 06/20/23 * *�-�- �i�F f * WASHINGTON 7 Jacobs REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Dale Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT GENERAL NOTES AND LEGEND PROJECT NO. CP1603 Designed " 04/22/2022 Reviewed 1AMS o6/oz/zo2z CONTRACT NO. 21-03 Approved AHV 01/23/2023 SCALE: AS NOTED ONE INCH AT FULL SCALEI (IF NOT, SCALE ACCORDINGLY) DRAWING NO. GN002 SHEET 2 OF 41 File: W1603GN002DWG �RANE y w g v U O �� EXISTING GENERAL NOTES: PAD OHWM DIVERSION (40'x60') HW � t area rem WALL ° C 1. STAGING AREAS SHOWN TO IDENTIFY AREAS OF IMPACT. New access road location. No( W / v CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING request from Parks removed at end of project per E B 0 / - CONSTRUCTION MEANS AND METHODS. 47 O H B 9 WE 9 _— TOPSOIL 3 +; LAYDOWN / a 2. CONTRACTOR SHALL SUBMIT A TEMPORARY SITE ACCESS PLAN TO THE CITY FOR APPROVAL PRIOR TO BEGINNING STOCKPILING Q P + r AREA EXISTING WATER WEST APPROACH AREA D MAIN EAMET C CONSTRUCTION. CONSTRUCTION ACCESS e r ,rss SEN r ^ r 3. IMPACTED AREAS BEYOND WHAT IS SHOWN ON THE ECHW Rg4 / •, �7t9'• _ 5 CONTRACT PLANS WILL REQUIRE PRIOR APPROVAL BY THE _ . _ _ . _ _ . _ . _ _ . _ _ . _ . _ ,L . _ _ . _ _ . _ • CITY. +' -- W _----W----""*" �yyy r ♦ —W — W —W 4. REFER TO MANUFACTURER'S BRIDGE SPECIFICATIONS FOR �. INSTRUCTIONS ON BRIDGE ASSEMBLY. �9 ,. • ,a • ' I 5. ANY TEMPORARY ACCESS ROAD INSTALLED BY THE O tAYDOWN • Q' •• Staging area added. CONTRACTOR SHALL BE 12' MINIMUM WIDTH AND SHALL E AREA j BRIDGE U +' W RB !1 ? ° LAUNCHING CONSIST OF 1' MINIMUM PERMEABLE BALLAST ON ErP i CRANE POSITION (TYP.) CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION. :. i' • 1 O RBA P0' O +; 0( < 6. CONTRACTOR SHALL REPAIR ANY EXISTING TRAILS USED FOR ad ( x6)/^F') CONSTRUCTION ACCESS OR IN THE OPINION OF THE D ENGINEER BECOME DAMAGED DURING CONSTRUCTION. D Staging area adtled. � V Not as rary � � I • � � SSA (/7. CONTRACTOR SHALL NOT CONDUCT ANY WORK BELOW THE access ro+e %° _ j/ ORDINARY HIGH WATER MARK (OHWM). PERMITS HAVE NOT ° _ 1 ot � g fi t� BEEN OBTAINED FOR ANY WORK IN THE RIVER. r gYY � Q TEMPORARY • EOHW RBg OHWM S. ALL STAGING AREAS AND TEMPORARY ACCESS ROADS SHALL ACCESS ROAD BE REMOVED AFTER THE WORK IS COMPLETE AND RESTORED (SEE NOTE 5) EXISTING O �` W B GA RM TO ORIGINAL CONDITIONS TO THE SATISFACTION OF THE o ENGINEER. DIVERSION I LD ERN E WALL � EOHw Rgg P 9 b1 ii g�0 Temporary staging + EOHw r area added TEMPORARY o EOH ACCESS ROAD (SEE NOTE 5) O� rril O � �• � � LEGEND: EXISTING WATER MAIN EASEMENT ... BRIDGE OUTLINE o I LIMITS OF CONSTRUCTION STAGING AREA I 8 O C—1 - SPECIAL FLOOD HAZARD AREA (SFHA) TEMPORARY ACCESS ROAD O Q / /�Q ® BRIDGE STAGING AREA 0 Q ' t I p EAST APPROACH O ^ � CONSTRUCTION ACCESS ' AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI ERING PLAN N 50 25 0 50 100 REQUIREMENTS. - 50' SCALE IN FEET BID SET APPROVED BY: DATE APPROVED. 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. Designed AHv oa/2z/zozz PROJECT MANAGER: CP1603 Reviewed AMS os/o2/2ozz * *�- MAIN REPLACEMENT PROJECT CONTRACT NO. Approved AHV m/23/2023 AOF � # 6/21/2023 21-03 SCALE: AS NOTED Jacobs Signature Dale GULL CH �p f°ef1 �tl IXtAYAN0 N0. AT FULL lalTh:��' WASHINGTON CONSTRUCTION STAGING PLAN cT1oo (IF NOT, SCALE ACCORDINGLY) A�UlU1>� Seth Wickstrom, Project Manager 06/20/23 SHEET 3 Fil¢: CPifiO3CT100 DWG OF 41 AVAILABLE CONSTRUCTION OHWM p N:105403.55 / GENERAL NOTES: STAGNG AREA E E:1301607..051 o (26�C N: 105383.38 D 1. REFER TO SHEETS LD501-LD502 FOR TREE INVENTORY N:105418.39 I�No removal nestled. Trees are ONW v E:1301841.29� ° TABLES. PROTECT ALL TREES WITHIN CONSTRUCTION LIMITS E:101409.19 missing. These were small trees 16 i ) Q NOT DESIGNATED FOR REMOVAL AND ANY TREES OUTSIDE OF �� Mat fell bebre consWc[lon started. �Q / 11 REMOVE AND RESTORE DIVERSION WALL' (i Om�' ' No removal needed / / ( THE CONSTRUCTION LIMITS WITH TREE PROTECTION ZONES PER DETAIL ON DWG CR502 ( 6\1 pli Tree is missing. We S area O (TPZ) THAT EXTEND INTO THE CONSTRUCTION LIMITS. SEE 70 INSTALL NEW WATER LINE. 5 Hw Mink d was double / 07 / e ed Q DIVISION 1-07.16(2) FOR TREE PROTECTION REQUIREMENTS. a /counted during design. a ALL WORK PERFORMED WITHIN THE TPZ OF TREES TO REMAIN New access road location. Not Oa �/„• `� (/ !� 7 07 / SHALL BE PERFORMED IN ACCORDANCE WITH DIVISION ' , removed at end of pro per N:10517 3 . A N.105431.68 oa - 0a - N:105374.94 1-07.16 2 . request from Parks Trees saved E:101739. 7 / E:1301781.30 ( ) 5 � � 5g E:101049.09\ 9 \�\\-� 051 (f50 E:10152\.99� / \Tree removed 043 / 52 57 / �' / 2. FENCE IS SHOWN GRAPHICALLY ONLY. IT IS THE N:105421.77 -� o CONTRACTORS RESPONSIBILITY TO ISOLATE THE WORK AREA E: 1301062.61 042 / ;�� g 9' 7 081 - EXISTING WATER MAIN OTECT E%IS71NG • s>r WHILE PROVIDING ACCESS TO LOCAL ESTABLISHMENTS. ION WALL IN LACE / / 05 ° 'd p EASEMENT pp / ,: / / /� A N:105298.27 ,f 7 N:105261.04 CONTRACTOR TO PROVIDE SAFETY FENCING ALONG OPEN E:1v01 _ E:1301802.48 EXCAVATION AS NECESSARY TO PROTECT THE PUBLIC. / N:105410..1974 �' c •,r 0 071 ':�":'`> / ° - _ e - - 3. THE IMPLEMENTATION OF THE TESC PLAN IS THE `` •---W W----_yy - -W - RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL E:1300994_ - - ° N: 105413.1 . - , E: 135413.164�--yam-� W =` _ - _ _ . _ ip2 g ass / / - . - - -�- CONSTRUCTION IS APPROVED. POTENTIAL DISCHARGE / / 1 Osg / 09 09 ! N:105 6.99 LOCATION FOR 4. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL o GAME FARM PARK / 06 061 N:10506.04 E; 130178.31 INFILTRATION BASIN. MEASURES UPON COMPLETION OF PROJECT. - E: 1301479.65 I05 101 j/ g SEE DIVISION 8-05. `r N:105339.73 / / / 361 PROTECT EXISTING BLO F� t E:1301071.10 1 081 Staging added 5. ANY DAMAGES TO THE EXISTING TRAILS DURING N: 105319.198.8 \ / / _ 37 FMANHDLE IN PLACE 1 Removed lO trees / CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO N:105232.03 106 O10 pia E1301138.86 N:105216.95 / / >' E: 1301650.85 107 ,r 109 �N:105383.48 / N: 105314.85 5 N:105188.22 ' - THE SATISFACTION OF THE ENGINEER. E:1301281.41 03 No remove) or needed. 22 i` 0 E:1301426.73 % N:10519 .44 110 y�� Tree fell before E:130174.07 GAME FARM E:1300987.65 // k 3 ry construction. • E:101740.36, / 6. REFER TO CONSTRUCTION STAGING PLAN FOR STAGING 111 Sta in area added I �\ KING COUNTY D 9 9 WILDERNESS PARK AREAS. 021 Removed 4 trees N:105381.34 / ' _ 115 ' E:101019.3\\ 011 _ /,. / _ 'I 031 ' ACIUTY ROTECTION 114 "- \ 118 7. TREES TO BE REMOVED SHALL BE PLACED AT LARGE WOODY ,r r s• 02 J f 118 O ° MATERIAL SITE DESIGNATED ON PLANS. REFER TO SHEETS N:105319.6 072 r 2 2 l r 17 1 20 Q CSIOO-CS103 FOR ADDITIONAL INFORMATION. Not E:13010 2 016 R66 V 0 119 121 access as temporary 4 01 017 2 EOHW ; OHWM N:105095.. 6 O 8. UNLESS OTHERIISE NOTED, PRESERVE AND PROTECT ALL access road N:105292.79 qg :':::Y� p J,✓�) 6 I23 E:1301691, EXISTING FEATURES. E:101045.47 N:1052 .21 2 k. z / W 12 0 E:1301 5.63 ,r V 9. PRESERVE AND PROTECT KING CWNTY'S FLOOD PROTECTION Trees saved ,r W R69 12 SFHA D FACILITIES AND RESTORE ROCK PROTECTION AROUND BRIDGE E:1301067.87 N:105229.44 EpH I 3 125 J/ ABUTMENTS. (E:1301206.19 3N:105156.36 ,YJ_' O U N:10509.54 0 /(^E:130�20.32 Q ,9 E:101 45.87 I26 12810PAR ING. INSTALL I LOTTSTAGNG AREAS PERAT SCITY OFTING TAUBURN STDCH BASINS N (vj g1p ! 12 130 d / DETAIL E-03.2. 132 131 KING COUNTY 6' 0 I 1 1 I e 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEEP AND IMPLEMENTING AN APPROPRIATE PLAN FOR ANY DEEP N: 130175 .9 EXCAVATIONS. PLAN SHALL BE IN ACCORDANCE WITH EOHW FLOOD PROTECTION E:101757.94 DIVISION 8-0.5. 136 138 N:104859.18 FACILITY 0 134 E:1301838.37 12. ALL EXCAVATION WORK SHALL BE DONE IN SUCH A MANNER Q I AS TO NOT IMPACT PROPERTY AND STRUCTURES OUTSIDE ///��� O_ q:104836.66 THE PROJECT PARCEL OR RIGHT-OF-WAY. CONTRACTOR / l e E:130 15.97 / E:1301814.03 SHALL BE RESPONSIBLE FOR ANY TEMPORARY SHORING THAT 70P OF BANK V MAY BE REWIRED FOR THE EXCAVATION. CONTRACTOR TOP OF BANKI _ Q SHALL SUBMIT NECESSARY PLANS AND CALCULATIONS LEGEND: Hw R613 O 137 I STATECOMPLETED BY A PROFESSIONAL ENGINEER LICENSED OF WASH NGTON. CONTRACTOR SHALL BECOMPLETELY CONSTRUCTION STAGING AREA l J ,r RESPONSIBLE FOR ALL SITE SAFETY, INCLUDING PROPER Q b ryry 104843.00 1EXCAVATION AND SHORING METHODS, AND PROTECTION OF E`39 1301694.85 I 140 ADJACENT PROPERTIES. EXCAVATION AND BACKFILL SHALL BE 0 HIGH VISIBILITY FENCE PER WSDOT STD PLAN Q IN ACCORDANCE WITH APPLICABLE RECOMMENDATIONS FROM 1-10,10-01 104601.556 141 THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. SILT FENCE PER CITY OF AUBURN STD DETAIL E: 101769.52 E-02.1 N:104749. X I / E: 130187 .60 13. CONTRACTOR SHALL PROVIDE ALL DEWATERING ACTIVITIES /97 ASSOCIATED WITH REMOVING ANY ADDITIONAL WATER WHICH N:13.0186.4 N:104667.05 ENTERS EXCAVATIONS THROUGH AND/OR RESULTING FROM CLEARING AND GRUBBING AREA I 8 I E: 1,301866.48/� E:1301918.81 D / 1 11 THE INSTALLATION OF THE PROPOSED WATER MAIN TRENCHES O N:104685.19 a OR OTHER TRENCHES UPSTREAM OF THE EXCAVATION. TEMPORARY ACCESS ROAD 0 p /E: 101872.27� CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING WATER V N:104615.56 AND LIMITING DISCHARGE TO DOWNSTREAM EXCAVATIONS. V i � / E:130o1928.750 /� Y7 TREE REMOVAL 1 o S AS -BUILT ®-� TREE TAG y Q ; d N: 104651.14 E: 13011845.43 142 PROJECT REF: GRA22-0034 PLAN 50 25 0 50 100 THESE PLANS ARE APPROVED FOR CONFORMANCE 1" = 50' N WITH THE CITY OF AUBURN ENGI ERING REQUIREMENTS. SCALE IN FEET BID SET APPROVED M. DATE APPROVED. 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. Designed AHv oa/2z/zozz PROJECT MANAGER: CP1603 Reviewed AM9 05/o2/:ozz * *,��- MAIN REPLACEMENT PROJECT CONTRACT NO. Approves AHv as/tz/zoz3 AOF fJacobs 62te AWINGSCALE: AS NOTED Signature DateONE INCH�syf1�IXiAYANG N0. 'AT FULLSCALE aTh�' WASHINGTON SITE PREPARATION AND TESC PLAN CT101 (IF NOT, SCALE ACCORDINGLY) A�UlU1> Seth Wickstrom, Project Manager 06/20/23 SHEET 4 File: CP1co3CT1o1 DWG I OF 41 PLAN 1"=100' SCALE: AS NOTED ONE It AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) GENERAL NOTES: 1. EXISTING FEATURES SHOWN FROM CITY GIS LAYERS AND NOT TOPOGRAPHIC SURVEY. 2. TRAIL CLOSURES AND DETOURS MUST BE APPROVED BY CITY OF AUBURN PARKS DEPARTMENT. 3. CONTRACTOR TO PREPARE TRAIL AND STREET TRAFFIC MANAGEMENT PLAN AND SUBMIT TO CITY OF AUBURN FOR APPROVAL. 4. DETOUR BARRIERS SHALL BE CONSTRUCTED USING TEMPORARY CHAIN LINK FENCING AND GATES. BARRIER SHALL EXTEND TO VEGETATION AT EACH END. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER DETOUR NOTICES INCLUDING PEDESTRIAN TRAIL CLOSURE SIGNS PER CITY OF AUBURN REQUIREMENTS. 6. DETOUR NOTICES SHALL BE INSTALLED WITH A CITY OF AUBURN TRAFFIC BARRIER, PER STANDARD DETAIL T-45.2 7. CONTRACTOR SHALL COORDINATE CLOSURE OF PARK FACILITIES WITH THE CITY OF AUBURN. S. WEEKEND OPENINGS BEGIN EVERY FRIDAY STARTING AT 4.00 PM THROUGH THE FOLLOWING SUNDAY AT DUSK. LEGEND: ® CONSTRUCTION STAGING AREA EXISTING TRAIL SECTION TO REMAIN OPEN CLOSED TRAIL SECTION TEMPORARY ACCESS ROAD AS -BUILT PROJECT REF: GRA22-0034 100 50 0 100 200 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI ERING SCALE IN FEET REQUIREMENTS. BID SET APPROVED BY: DATE APPROVED. 6.21.2023 Jacobs REVIEWED BY PROJECT MANAGER: Signature 6/21/2023 Dale Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION IPROJECT NO. CP1603 MAIN REPLACEMENT PROJECT nnumAnT un 21-03 IXtAW N0. PEDESTRIAN DETOUR PLAN TD101 SHEET 5 OF 41 EXISTING DIVERSION WALL ExISIICLGSrB� A CR101 2.0 FT 10.0 FT TRAIL 2.0 FT 5.0 FT 5.0 FT TRAIL WEST APPROACH CROSS SECTION NOT TO SCALE CL-UNE STA. 14+00.85 TO 15+20.00 SEE DWG SB106 FOR BRIDGE DETAILS SEE DWG SB110 FOR UTILITY SUPPORT DETAILS D 1 BRIDGE CROSS SECTIO CR102 NOT TO SCALE CL-UNE STA. 16+52.75 TO 18+62.75 � \< �JSLi➢UPzGB94�Q 3"AND 2" CON CRUSHED SURFACING TOP C BLOCK RETAINING WALL SEE SHEETS DWG SW1OO-SW1O2 FOR C SCALE: AS NOTED ONE INCH 'AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) CR102 Ilk 11.25' APPROACH 10.0' 1.0% EXISTING - --I J 2.0 FT 10.0 FT 2.0 FT TRAIL 5.0 FT 5.0 FT TRAIL WEST APPROACH B CROSS SECTION 6" CR102 NOT TO SCALE TYP CL-UNE STA. 15+20.00 TO 16+10.66 0• PEDESTRIAN RAILING (TYP.) SEE DWG SB109 SEE APPROACH SLAB DETAIL ON DWG SB111 SEE THICKENED EDGE SIDEWALK DETAIL ON DWG SW102 MIN _ 12"0 WATER -- _ MAIN PIPE ZONE BEDDING SHALL EXTEND MINIMUM OF 6" BEYOND PIPE ON ALL SIDES 6" PERFORATED UNDERDRAIN PIPE W/ GRAVEL �BACKFILL FOR DRAIN (TYP.) \ 24"4 `WATER GRAVEL MAIN ORROW (TYP.) OF GRAVEL BACKFILL WALL (TYP.) BRIDGE APPROACH CROSS SECTION NOT TO SCALE CL-LINE STA. 16+10.66 TO 16+52.75 CL-UNE STA. 18+62.75 TO 18+92.54 SURFACING TOP LEVELING PAD (TYP.) 2.0 F r 10.0 FT TRAIL 5.0 F I 5.0 FT 1.5% 2.0 FT STA. 18+92.54 TO 19+20.00 0.5%1 TOP COURSE DISPERSION D. SEE DWG CR102 FOR LIMITS. 4:1 FjV � - PG 64-22 STA. 19+20.00* TO 19+35.06 4" CRUSH RFA IN *PROVIDE SMOOTH TRANSITION FROM 3:1 CUT 4:1 FILL TOP COURSE AS_ B U I LT TRAIL EAST APPROACH E CROSS SECTION CR102 NOT TO SCALE CL-LINE STA. 18+92.54 TO 19+35.06 PROJECT RBHRA22-0034 THESE PLANS ARE APPROVED FOR CONFOI WITH THE CITY OF AUBURN NGINEERI REQUIREMENTS. BID SET APPROVED BY DATE APPROVEgv:-212023 REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. PROJECT MANAGER: CP1603 crryo _wools MAIN REPLACEMENT PROJECT # CONTRACT NO 21-03 Jacobs 6Date 3 AWING Signature Date IXtAYANG N0. WASHINGTON TRAIL & BRIDGE TYPICAL SECTIONS CX301 Seth Wickstrom, Project Manager SHEET 6 OF 41 <3 EX DIVERSION WALL M > o GAME FARM PARK New hot mix asphalt CL STA. 13+90.76 > 10.00 d: IS MATCH EXISTING TRAIL TRAIL CONNECTION GRADING & GEOMETRY DETAILS KING COUNTY ROCK FLOOD PROTECTION FACILITY PLAN rP = 20' TCH EXISTING TRAIL N C U 0 LU W U) O O LCJ E o m L = 50.00 n N m n O + N n {y m m 180 ��i awe nui f80 III II } rll HII Fp f 41 Ut j > J ut > W 5J y� 5 4 W iJ W LL 160 1,7 0.64R 1 fso A7 CL L AT 140 f4O 110 f20 100 f00 80 eo 14+00 PROFILE 1' = 20' TRAIL APPROACH NOTES: 0 INSTALL DISPERSION PAD. SEE TYPICAL SECTIONS ON DWG CX301. LEGEND: HOT MIX ASPHALT I SEE LANDSCAPING PLAN CRUSHED SURFACING TOP COURSE 20 10 0 20 40 SCALE IN FEET PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI ERING AS=BUILT REQUIREMENTS. BID SET APPROVED BY: DATE APPROVED. 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. Designed AHV oa/2z/zozz PROJECT MANAGER: CP1603 Reviewed AMs os/o2/zozz * *�y�- MAIN REPLACEMENT PROJECT CONTRACT NO. Approved AHv m/z3/zoz3 A*m F f * 7 6/21/2023 21-03 SCALE: AS NOTED ,,,acobs Signature Date TRAIL & BRIDGE PLAN AND PROFILE ONE INCH �m p DRAWING N0. 'AT FULL SCALE BTh�' WASHINGTON STA 13+70 TO STA 15+00 CR101 (IF NOT, SCALE ACCORDINGLY) AfUlU11 Seth Wickstrom, Project Manager 06/20/23 SHEET 7 File: MWi CR1D1 DWG L OF 41 15+00 i See sheet for bollard locations o R 1 CL STA. 16+10.6 BEGIN R=25.00' 6 4 Mid: 15+94.91 Q N:105340.70 -••E:1301425.0/2(• � C TA. 15+79.20 PC 5.00 R PC r 15+79.20 PC: 15+79. E5-330.82 : 1301413.11 CL STA. 16+50.25 (5.00' PT: 16+10.66 N:105341.67 Fe 1101440 47 1.25' 1 CL STA. ///r7/0//11NISHED GRADE _ 6 I I I CL STA. 15+28.23 (7.00' FIT) BEGIN 2� R oX w 5 9 (lbolland TRAIL APPROACH NOTES: GAMEFARM O INSTALL BLOCK RETAINING WALL AND PEDESTRIAN RAILING PER DWG CX301. SEE DWG SB100See sheet 33 for new locations « WILDERNESS PARK O INSTALL DISPERSION PAD. SEE TYPICAL SECTIONS ON DWG CX301. �11ORDINARY HIGH WA CL TA. 18+65.25 (5.00' LT) 1 / O3 INSTALL FIXED BOLLARD PER CITY OF AUBURN STANDARD DETAIL T-03.2. BEGI * CL STA. 18+92.54 5.00' L LOCATION TO BE MARKED BY CITY PARKS DEPARTMENT. FLOOD PROTECTION g 12 END 1 Existing pavement / FACILITY / 0 9 replaced with new hot Al (tg4 1J mix asphalt ECTIVE FEMA BFE 142.0 Q O 4� ft I 1 . * Cli STA. 19+38.02 ,NO 3.73 LT # 00' DECK W1DTf 10.00' ; , 3.00' TCH EXISTIR'G TRAIL / 17+00 CL ALIGNMENT S75' 35' 21.17"E 18 B R10.00' 19+70� / - :i EO :19+70.28 r 3 N•: 05252.17 _ w 19+00 ,' : 301788.76 „ STRUCTURE END BRIDGE STRUCTURE 2 * ., 110.001 1* 52.75 CL STA. 18+62.75 I .25 (5.00' RT).Y ��. �. �. _.__.__.__.�� .��.��.��..��.�H•I��. C CL STA. 18+65.25 (5.00' R E 2 D 1 BEGIN % 1 I CX301 CX301 A7CH EXI f,(fy17RAI0 4 PT 1 AT TIME OF SURVEY PT // 1C„ ¢ p' * C�) CL STA. 18+92.54 5.00' R " LJJ 1 END * SEE SHEET CR501 FOR 2 CL STA. 18+92.54 (7.00' RT BEGIN TRAIL CONNECTION EDGE OFWATER,a' Cv GRADING & GEOMETRY AT TIME OF SURVEY 2 CL STA. 18+97.54 TOO' RT h O 6" END /� *� DETAILS 15" D 2 FLOOD PROTECTION 4' FACILITY PLAN 1 d� « Z l rP = 20' rc L = 50 00 01< ro N 0 u Mn ,p •Wrc + + IJB8Om __ �WJ1 N mHnII nvUi_ + _ II II �w I ` Ilm I II, 180 -3.- a m Z23 S 0 05 -0. R -. aA 0.68% _Ar^ SEE DWG SB100 FOR BRIDGE PROFILEGRADE - - AT EL \ OHWM 40 140 AT CL 20 120 too 1 80 80 LEGEND: HOT MIX ASPHALT CEMENT CONCRETE PAVEMENT INCLUDING DOWELS I SEE LANDSCAPING PLAN ti CRUSHED SURFACING TOP COURSE 2 ® BLOCK RETAINING WALL PEDESTRIAN RAILING 20 10 0 20 40 SCALE IN FEET PROJECT REF: GRA22-0034 15+00 16+00 17+00 18+00 19+00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINIIEERING PROFILE AS - REQUIREMENTS. 1" = 20' BUILTBID SET APPROVED BY: DATE APPROVED. 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. Designed AHV o4/2z/zozz PROJECT MANAGER: CP1603 Reviewed AMs os/oz/zozz *!Wool •��- MAIN REPLACEMENT PROJECT CONTRACT NO. Approved AHv m/z3/zoza C[I'YOF # 7 6/21/2023 21-03 SCALE: AS NOTED Jacobs Signature Date TRAIL & BRIDGE PLAN AND PROFILE ONE INCH �mp a IXtAYANG N0. AT FULL BTh�' WASHINGTON STA 15+00 TO STA 19+70 CR102 (IF NOT, SCALE ACCORDINGLY)) 47U1U11 Seth Wickstrom, Project Manager 06/20/23 SHEET $ File: CP1003CR102 DWG OF 41 X: G11 2C11 0 22C. STA 14+05.76 (5.00' LT) EL 156.44 PT EDGE OF TRAIL New hot mix asphalt STA 14+00.76 (9.91' LT) EL 15 PC EDGE TRAIL / ��` + STA 14+00.76 (10.05' L �- ! EL 156.08 + MATCH EXIST TRAIL + +A 4Z \STA 13+95.76 (10.02' LT) ^° STA 13+90.76 (9.91 EL 1 MATCH EXIST L + + �y+++ ++++ E y+++++ �_ ++++ + may + + + + + + + 0 2J_ 8 + + + + STA 14+05.76 (0.00' LT) + + + + EL 156.3 ti �ypg + + + + + + + + STA 14+05.76 (5.00' RT) + + + EL 156.29 + + EDGE OF TRAIL + + + +/(D O + + + +++ STA 14+00.85 (5.00' RT) 1Y$+++++++ EDGE EL156.23 y, ` + + P7 EDGE OF TRAIL +��+.�3:1 CUT SLOPE N SEE TRAIL PLAN & PROFILE ON DWG CR101 /STA 19+21.30 (0.00' LT) �\ EL 152.00-) + + +OU + + + + + COT - CUT: W \ CU�r W+ + STA 19+21.30 (5.00' RT) % EL 151.92 PC EDGE OF TRAIL GAME FARM WILDERNESS PARK 1 STA 19+21.30 (5.00' LT) EL 152.07 STA 19+28.21' EDGE OF TRAIL EL 152.03 PC EDGE OF TRAIL ++++ �LC+� Py ++++ + ILLS+ 1p+ + + + + I Existing pavement replaced with new hot mix asphalt _W_ _ SEE TRAIL PLAN & PROFILE ON DWG CR102 LEGEND: O HOT MIX ASPHALT 5 2.5 0 5 10 ® CRUSHED SURFACING TOP COURSE SCALE IN FEET + + + SEE LANDSCAPING PLAN PROJECT REF: GRA22-0034 THESE OR WITH THE CITY OF AP INE NF RMAN WITH THE CIN OF AUB GINE AS -BUILT REQUIREMENTS. BID SET APPROVED BY: 6.21.2023 DATE APPROVED: No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION Designed AHv oa/22/2022 PROJECT MANAGER: CP1603 ReWeWea AMs os/o2/2022 jennion,91 * * � MAIN REPLACEMENT PROJECT CONTRACT NO. Approved ANv m/zs/2023C[IYOP ---� 7 6/21/2023 21-03 SCALE: AS NOTED `/� signature Date TRAIL CONNECTION GRADING & GEOMETRY DETAILS aCO S. DRAWING NO. AT FULL scA NE ItLCH` WASHINGTON CR501 (IF NOT, SCALE ACCORDINGLY) Seth Wickstrom, Project Manager SHEET 9 OF 41 File: CP1fiO3-DR501 DWG A g rL 36" DIA. CASING TOP OF EXISTING FOR NEW 24" WATER MAIN DIVERSION WALL CL ALIGNMENT (SEE LOCATION ON rL 24" DIA. DWG UW101) CASING FOR 12" WATER MAIN 2 x 10" cores d a ° 4 ° a ° d °° d .43.0'.. d d ° ° ° d d a a ab a a � ° ° a a ° 0' CUTOUT d � a �Q d ° d ° ° ° d r o ° FILL WITH CONCRETE °0 CLASS 3000. ° c ° d SEE NOTES BELOW e ° d CONCRETE CUT-OUT c d ° (OR NOTCH) ° ° d ° SECTION (TYP). a ° d SEE NOTES BELOW ° ° d ° v 36" STEEL CASING 2" DIAMETE SEE NOTES 24" STEEL CASING DIVERSION WALL DETAIL - ELEVATION NTS NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING DIVERSION WALL ON BOTH SIDES AND EXCAVATE UP TO THE WALL TO THE DEPTHS NECESSARY FOR CONCRETE CUT—OUT. THE EXISTING GROUND SHALL BE RESTORED TO MATCH EXISTING GRADE UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONTRACTOR SHALL DRILL 6 — 2" DIAMETER HOLES IN EXISTING DIVERSION WALL AND USE WIRE SAW TO CUT OUT SECTION SHOWN ON PLANS IN TWO PIECES, OR IT MAY BE NECESSARY TO NOTCH THE DIVERSION WALL. RESTORE WALL TO MATCH EXISTING DIMENSIONS. SUBMIT PLAN FOR CUTTING AND RESTORING WALL TO ENGINEER FOR APPROVAL. 3. CARRIER PIPE WITHIN THE LENGTH OF THE ENCASEMENT PIPE SHALL HAVE RESTRAINED JOINTS. SCALE: AS NOTED ONE INCH AT FUL I (IF NOT, SCALE ACCORDINGLY) File: CP180 Fw2.DWG HOLE (TYP OF 6). APPROX. 4.0' to 7.0' }" X 2" SEEP RING WITH FILLET WELDS (TYP)— STRIP-APPLIED WATERSTOP (TYP) EXISTING DIVERSION WALL EXISTING GROUND (TYP) SEAL WITH WATERTIGHT SILICONE SEALANT (TYP) "�IF31 Ik.� ° ° 5.0' MIN 5.0' MIN I ° CASING END SEAL (TYP) CASING SPACER (TYP) d d FILL WITH CONCRETE 36" STEEL CASING CLASS 3000 CONCRETE CUTOUT SECTION (TYP) 24" DI CARRIER PIPE CUTOUT AND CASING PIPE DETAIL SECTION aTo 1 12" MJ CAP CASING END SEAL (TYP) d ° ° d ° ° d ° ° d APPROX, 4.0' to 7.0' , }" X 2" SEEP RING WITH FILLET WELDS (TYP) ° EXISTING DIVERSION WALL STRIP-APPLI(ED ° ) d WATERSTOP TYP ° d ° ° EXISTING GROUND (TYP) z ° SEAL WITH WATERTIGHT o ° N d SILICONE SEALANT U (TYP) ° 5.0' MIN ° 5.0' MIN 6 e d ° CASING SPACER (TYP) d ° FILL WITH CONCRETE 24" STEEL CASING CLASS 3000 AS_ B U I LT CONCRETE CUTOUT SECTION (TYP) 12" DI CARRIER PIPE CUTOUT AND CASING PIPE DETAIL SECTION B REVIEWED BY PROJECT MANAGER: * Rpn�a» CITYCIF f * 6/21/2023 N111CT Jacobs Signature Date WASHINGTON Seth Wickstrom, Project Manager PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU U ENGIN ERI G REQUIREMENTS. BID SET APPROVED BY. DATE APPROVED: 1 COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO. 21-03 DIVERSION WALL AND PIPE CASING DETAILS DRAWING No. CR502 SHEET 10 OF 41 N: VV p W g1 1B � GENERAL NOTES: 1. SEE SHEET LD503—LD504 FOR PLANT SCHEDULE AND LANDSCAPE DETAILS. H g6 0 2. TOPSOIL TYPE A SHALL BE PLACED WITHIN THE FILL 0 O 3 PORTIONS THAT OVERLAP WITH THE PLANTING/SEEDING a AREAS TO A 12—INCH DEPTH. TOTAL QUANTITY IS 64 CY. n'v SEE SHEETS CR101-102 FOR TRAIL GRADING FILL LIMITS AND No pla rider bridge N" ` ;✓L CX301 FOR TRAIL SECTIONS. IN PLANTING AREAS, PLACE DaLc.': WOOD CHIP MULCH TO A 4—INCH DEPTH. rz! S , o e " '• • / - .,�, O 3. TOPSOIL TYPE B SHALL BE SOURCED FROM THE NATIVE +; a ," , . • '':• --- a MATERIAL EXCAVATED FROM THE UTILITY TRENCH, WHICH r---W W-----W ___ _ ^ '•' — "" r SHALL BE REUSED AS BACKFILL IN THE TRENCH AS W _ O SPECIFIED ON SHEET UW101. QUANTITY IS 8 CY. IN PLANTING W — c � '.v `,?' � AREAS, PLACE WOOD CHIP MULCH TO A 4—INCH DEPTH. Llv, taket m the large wddy E Mortal site were 4. SOIL PREPARATION WITHIN THE TREE PROTECTION ZONE (TPZ) he�e stalled ditional restoration planting OF RETAINED TREES OR WITHIN MIX C SHALL CONSIST OF RB o Ad THE FOLLOWING: using giants Panned for large in Field atljus(�d 3 tr as a (V p y woody rial site ite 4.1. PLACE COMPOST TO A 3—INCH DEPTH. NO o INCORPORATION INTO THE SOIL. LB - �`��)) 4.2. PLACE WOOD CHIP MULCH TO A 4—INCH DEPTH IN .' ' ,•y0 D (� O ✓� ,O PLANTING AREAS OR SEED WITHIN LAWN AREAS. 5. SOIL PREPARATION OUTSIDE OF THE TPZ OF RETAINED TREES AND LIMITS OF TOPSOIL TYPE A SHALL CONSIST OF THE FOLLOWING: 0 5.1. DECOMPACT TO AN 18—INCH DEPTH. EOHW 5.2. PLACE SOIL AMENDMENT TO A 4—INCH DEPTH AND INCORPORATE TO A 12—INCH DEPTH. O Ic+1 W B 2 GAME FA 5.3. PLACE WOOD CHIP MULCH TO A 4—INCH DEPTH IN Seeding and trees llJ/ ILDERNES P RK o PLANTING AREAS OR SEED WITHIN LAWN AREAS. deleted in this area. 6. SELECTIVE WEED CONTROL SHALL BE PERFORMED WITHIN MIX C. SEE CONTRACT PROVISIONS FOR REQUIREMENTS. "o ,r /((1 �EO r� O 7. GROUP SHRUBS, SMALL SHRUBS AND FERNS IN SAME lvL VVV ''r� 0 SPECIES CLUSTERS OF 3-6 PLANTS. W EOHW I f �+/1l 8. ROOT BARRIER SHALL BE INSTALLED ALONG THE TRAIL IN LOCATIONS SHOWN ON THE PLANS. ` 6//JJ H o Rg1 EO 9. THE CONTRACTOR SHALL ERADICATE KING COUNTY NOXIOUS O EOHW WEEDS DST A, B, AND C WEEDS AND OTHER PLANTS AS �l 0 DIRECTED BY THE ENGINEER WITHIN THE LIMITS OF THE D O Q SEEDING AND PLANTING AREAS. 9 HW 10. TREES SHOWN AS SYMBOLS ON THE PLANS SHALL RECEIVE TWO ADDITIONAL YEARS OF PLANT ESTABLISHMENT. 0 Q HW Rg13 0 LEGEND: BLACK GUM, SEE NOTE 10 P Q (D RED MAPLE, SEE NOTE 10 a O (D RED OAK, SEE NOTE 10 D 0 ® MIX A— RIPARIAN RESTORATION O e a o MIX B— LOW GROWING MIX C- 0 ' Q SEE NOTEN6ANCEMENT INTERPLANTING, o� LAWN SEEDING, FERTILIZING AND MULCHING 1 p s O fl 0 +y ------ ROOT BARRIER a O PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI ERING PLAN N 50 25 0 50 100 /� REQUIREMENTS. 1"=50' AS SCALE IN FEET BID SET APPROVED M. DATE APPROVED. 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION PROJECT NO. Designed LF 5/13/2022 or wASN� PROJECT MANAGER: CP1603 Reviewed CF 5/13/2022 p `PH9P�BNpq * * � - MAIN REPLACEMENT PROJECT CONTRACT N0. Approved LF 01/23/2023 o dd mYOP # 7 6/21/2023 21-03 SCALE: AS NOTED a 6 Jacobs Signature Dale DRAWNG NO. ONE INCH WASHINGTON LANDSCAPE PLANTING PLAN LD101 'SCALE ACCOR msFo'°es exP +n`OAeo�� Seth Wickstrom, Project Manager (IF NOT, SCALE ACCORDINGLY) (q NOSCAPEP t 9 SHEET 11 FIIC:CP1W0 CR103DWG 6/20/23 OF 41 See sheet 4 for changes to existing tree protection and removal TREE INVENTORY TABLE TREE TYPE TREE TREE (CONIFEROUS/ DBH SINGLE —STEM DBH PROTECTION SIGNIFICANCE DETERMINATION REMOVAL/ PROTECTION NOTES (IN) (IN) EQUIVALENT ZONE RADIUS DECIDUOUS) (FT) 001 DECIDUOUS 15 15 15 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 002 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION 003 CONIFEROUS 12 12 12 SIGNIFICANT NO IMPACT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 004 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 005 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 006 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT PRUNING, TEMP. IRRIGATION 007 DECIDUOUS 12 12 12 SIGNIFICANT NO IMPACT 008 CONIFEROUS 18 18 18 SIGNIFICANT NO IMPACT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 009 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT PRUNING, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 010 DECIDUOUS 9 9 9 SIGNIFICANT PROTECT PRUNING, TEMP. IRRIGATION 011 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 012 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 013 DECIDUOUS 12 12 NA SIGNIFICANT REMOVE TREE REMOVAL 014 DECIDUOUS 14 14 NA SIGNIFICANT REMOVE TREE REMOVAL 015 DECIDUOUS 11 11 NA SIGNIFICANT REMOVE TREE REMOVAL 016 DECIDUOUS 15 15 NA SIGNIFICANT REMOVE TREE REMOVAL 017 DECIDUOUS 15 15 15 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 018 DECIDUOUS 15 15 15 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, TEMP. IRRIGATION 019 DECIDUOUS 11 11 11 SIGNIFICANT PROTECT FENCING/SIGNAGE 020 DECIDUOUS 20 20 20 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 021 DECIDUOUS 16 16 16 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 022 DECIDUOUS 9 9 9 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 023 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 024 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 025 DECIDUOUS 9 9 9 SIGNIFICANT PROTECT PRUNING, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 026 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT PRUNING, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 027 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION 026 DECIDUOUS i6 i6 i6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 029 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 030 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, 031 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION, TRUNK PROTECTION 032 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, TEMP. IRRIGATION 033 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, TEMP. IRRIGATION 034 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 035 DECIDUOUS 6 6 6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, TEMP. IRRIGATION 036 DECIDUOUS 6 6 6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 037 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION, TRUNK PROTECTION TREE INVENTORY TABLE TREE TREE TYPE (CONIFEROUS/ DECIDUOUS) DBH (IN) SINGLE —STEM DBH (IN) EQUIVALENT TREE PROTECTION ZONE RADIUS (FT) SIGNIFICANCE DETERMINATION REMOVAL/ PROTECTION NOTES 038 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION, TRUNK PROTECTION 039 DECIDUOUS 6 6 NA SIGNIFICANT REMOVE TREE REMOVAL 040 DECIDUOUS 22 22 22 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 041 CONIFEROUS 18 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 042 CONIFEROUS 14 14 NA SIGNIFICANT REMOVE TREE REMOVAL 043 DECIDUOUS 8 8 NA SIGNIFICANT REMOVE TREE REMOVAL 044 DECIDUOUS 30 30 NA SIGNIFICANT REMOVE TREE REMOVAL 045 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TRUNK PROTECTION 046 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 047 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 048 DECIDUOUS (DOWNED) 22 22 NA NON -SIGNIFICANT REMOVE TREE REMOVAL 049 DECIDUOUS 8 8 NA SIGNIFICANT REMOVE TREE REMOVAL 050 DECIDUOUS 5 5 NA SIGNIFICANT REMOVE REMOVAL IS INCLUDED IN THE COST OF CLEARING AND GRUBBING 051 CONIFEROUS 5 5 NA NON -SIGNIFICANT REMOVE REMOVAL IS INCLUDED IN THE COST OF CLEARING AND GRUBBING 052 DECIDUOUS 7 7 NA SIGNIFICANT REMOVE TREE REMOVAL 053 DECIDUOUS 12 12 NA SIGNIFICANT REMOVE TREE REMOVAL 054 CONIFEROUS 9 9 9 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 055 DECIDUOUS 22 22 22 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 056 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 057 DECIDUOUS 7 7 7 SIGNIFICANT PROTECT FENCING/SIGNAGE 058 DECIDUOUS 11 11 11 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 059 DECIDUOUS 4 4 NA SIGNIFICANT REMOVE REMOVAL IS INCLUDED IN THE COST OF CLEARING AND GRUBBING 060 DECIDUOUS 32 32 NA SIGNIFICANT REMOVE TREE REMOVAL 061 DECIDUOUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 062 DECIDUOUS 14 14 NA SIGNIFICANT REMOVE TREE REMOVAL 063 DECIDUOUS 12 12 NA SIGNIFICANT REMOVE TREE REMOVAL 064 DECIDUOUS 6 6 6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION O65 DECIDUOUS 24 24 24 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 066 CONIFEROUS 10 10 10 SIGNIFICANT NO IMPACT 067 CONIFEROUS 18 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 068 CONIFEROUS 4 4 4 NON -SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 069 CONIFEROUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 070 CONIFEROUS 10 10 NA SIGNIFICANT REMOVE TREE REMOVAL 071 CONIFEROUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 072 CONIFEROUS 18 18 NA SIGNIFICANT REMOVE TREE REMOVAL 073 CONIFEROUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 074 CONIFEROUS 18 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 075 1 CONIFEROUS 18 1 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGItf ERING A& B U I LT REQUIREMENTS. BID SET APPROVED M. DATE APPROVED. 6.21.2023 NO. Date:I Kevlslon: Completed by: BY: DATE: oe WASN e �P"..e//RAMWPHF,�s o dV V � ¢ a 6 ' msFo'°es exP +n`OAeo (q NOSCAPEP 6/20/23 �YOF -J # WASHINGTON 7 Jacobs REVIEWED BY PROJECT MANAGER: � 6/21/2023 Signature Dale Seth Wickstrom, Project Mana Manager I g COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT TREE INVENTORY TABLE PROJECT NO. CP16O3 Designed IJI3 I 5/13/20U Reviewed LF 6/13/2022 CONTRACT N0. 21-03 Approved LF 0I/23/2023 SCALE: AS NOTED ONE INCH (IF NOT, SCALE ACCORDINGLY) 'SCALE ACCOR IXtAYANG N0. LD501 SHEET 12 OF 41 File: CP1 W3CRW3 DWG See sheet 4 for changes to existing tree protection and removal TREE INVENTORY TABLE TREE TREE TYPE (CONIFEROUS/ DECIDUOUS) DBH (IN) SINGLE —STEM DBH (IN) EQUIVALENT TREE PROTECTION ZONE RADIUS (FT) SIGNIFICANCE DETERMINATION REMOVAL/ PROTECTION NOTES 076 CONIFEROUS 10 10 10 SIGNIFICANT NO IMPACT 077 CONIFEROUS 19 19 19 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 078 CONIFEROUS 9 9 9 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 079 CONIFEROUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 080 CONIFEROUS 22 22 22 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 081 DECIDUOUS 12 12 12 SIGNIFICANT NO IMPACT 082 CONIFEROUS 15 15 15 SIGNIFICANT NO IMPACT 083 CONIFEROUS 17 17 17 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 084 CONIFEROUS 13 13 13 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 085 CONIFEROUS 17 17 17 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 086 CONIFEROUS 16 16 16 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 087 CONIFEROUS 9 9 9 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 088 CONIFEROUS 21 21 21 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 089 CONIFEROUS 15 15 15 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 090 CONIFEROUS 9 9 9 SIGNIFICANT NO IMPACT 091 CONIFEROUS 21 21 21 SIGNIFICANT NO IMPACT 092 CONIFEROUS 16,11 19 19 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 093 DECIDUOUS 16 16 NA SIGNIFICANT REMOVE TREE REMOVAL 094 CONIFEROUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 095 CONIFEROUS 12 12 NA SIGNIFICANT REMOVE TREE REMOVAL 096 CONIFEROUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 097 DECIDUOUS 20 20 NA SIGNIFICANT REMOVE TREE REMOVAL 098 DECIDUOUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 099 DECIDUOUS 12 12 NA SIGNIFICANT REMOVE TREE REMOVAL 100 CONIFEROUS 24 24 NA SIGNIFICANT REMOVE TREE REMOVAL 101 CONIFEROUS 18 18 NA SIGNIFICANT REMOVE TREE REMOVAL 102 DECIDUOUS 7 7 7 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 103 DECIDUOUS 18 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 104 DECIDUOUS 10 10 10 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 105 DECIDUOUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 106 CONIFEROUS 36 36 36 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 107 CONIFEROUS 18 18 18 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 108 DECIDUOUS 5 5 5 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 109 CONIFEROUS 16 16 16 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 110 CONIFEROUS 15 15 15 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 111 CONIFEROUS 12 12 12 SIGNIFICANT NO IMPACT 112 DECIDUOUS 4 4 4 SIGNIFICANT NO IMPACT 113 DECIDUOUS 20 20 20 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 114 DECIDUOUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 115 CONIFEROUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 116 CONIFEROUS 6 6 6 SIGNIFICANT NO IMPACT 117 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 118 DECIDUOUS 6 6 6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION SCALE: AS NOTED , ONE INCH 'AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) 6/20/23 N 0 1 _; : ;, . �_ 4 • TREE INVENTORY TABLE TREE TREE TYPE (CONIFEROUS/ DECIDUOUS) DBH (IN) SINGLE —STEM DBH (IN) EQUIVALENT TREE PROTECTION ZONE RADIUS (FT) SIGNIFICANCE DETERMINATION REMOVAL/ PROTECTION NOTES 119 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 120 DECIDUOUS 6 6 6 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 121 DECIDUOUS 32 32 32 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 122 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 123 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 124 CONIFEROUS 7 7 7 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 125 CONIFEROUS 22 22 22 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 126 CONIFEROUS 7 7 7 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 127 CONIFEROUS 7 7 7 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 128 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 129 CONIFEROUS 8 8 8 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 130 DECIDUOUS 24 24 24 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 131 CONIFEROUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 132 CONIFEROUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 133 CONIFEROUS 12 12 12 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, ALT. EXCAVATION, TEMP. IRRIGATION 134 CONIFEROUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 135 CONIFEROUS 24 24 24 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 136 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 137 DECIDUOUS 14 14 14 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING 138 CONIFEROUS 26 26 26 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 139 CONIFEROUS 22 22 22 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION 140 DECIDUOUS 30 30 30 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 141 DECIDUOUS 28 28 28 SIGNIFICANT PROTECT FENCING/SIGNAGE, MULCHING, GROUND PROTECTION, PRUNING, TEMP. IRRIGATION 142 DECIDUOUS 13 13 13 SIGNIFICANT PROTECT FENCING/SIGNAGE Jacobs REVIEWED BY PROJECT MANAGER: Signature 6/21/2023 Date Seth Wickstrom, Project Manager AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI ERING REQUIREMENTS. BID SET APPROVED M. DATE APPROVED. 6.21.2023 COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO. 21-03 DRAWING NO. TREE INVENTORY TABLE LD502 SHEET 13 1OF 41 PLANT MATERIAL LIST TYPE QUANTITY BOTANICAL NAME COMMON NAME ROOT CONDITION SIZE REMARKS TREE 1 NYSSA SILVATICA 'WILDFIRE' BLACK GUM B&B 3 IN. CAL STREET TREE GRADE TREE 16 RHAMNUS PURSHIANA CASCARA y1 CONT. 2 FT. HT. TREE 22 PSEUDOTSUGA MENZIESII DOUGLAS-FIR /2 CONT. 18-24 IN. HT. NATURAL FORM SINGLE LEADER TREE 23 ABIES GRANDIS GRAND FIR p2 CONT. 18-24 IN. HT. NATURAL FORM; SINGLE LEADER TREE 6 FRAXINUS LATIFOUA OREGON ASH p1 CONT. 2 FT. HT. TREE 20 TSUGA HETEROPHYLLA WESTERN HEMLOCK #2 CONT. 18-24 IN. HT. NATURAL FORM SINGLE LEADER TREE 30 ALNUS RUBRA RED ALDER #1 CONT. 2 FT. HT. dw. TREE AMR RUBRUM RED MAPtf B&B a eAL STREET TREE GRADE TREE 3 OUERCUS RUBRA RED OAK B&B 3 IN. CAL STREET TREE GRADE TREE 17 SAUX SCOULERIANA SCOULER'S WILLOW d1 CONT. 2 FT. HT. TREE 35 THUJA PLICATA WESTERN REDCEDAR $2 CONT. 18-24 IN. HT. NATURAL FORM SINGLE LEADER SHRUB 123 CORYLUS CORNUTA BEAKED HAZELNUT /1 CONT. 12 IN. HT. MIN. 3 BRANCHES SHRUB 120 ROSA NUTKANA NOOTKA ROSE /1 CONT. 9 IN. HT. MIN. 3 CANES SHRUB 98 HOLODISCUS DISCOLOR OCEANSPRAY #1 CONT. 12 IN. HT. MIN. 3 BRANCHES SHRUB 35 PHYSOCARPUS CAPITATUS PACIFIC NINBARK /1 CONT. 9 IN. HT. MIN. 3 BRANCHES SHRUB 61 RIBES SANGUINEUM RED -FLOWERING CURRANT /1 CONT. 12 IN. HT. MIN. 3 BRANCHES SHRUB 47 CORNUS SERICEA RED -OSIER DOGWOOD /1 CONT. 12 IN. HT. MIN. 3 CANES SHRUB 66 CORNUS SERICEA RED -OSIER DOGWOOD UVE STAKE SEE DETAIL D ON SHEET LD504 SHRUB 47 RUBUS SPECTABAUS SALMONBERRY /1 CONT. 12 IN. HT. MIN. 3 CANES SHRUB 99 SAUX SITCHENSIS SITKA WILLOW UVE STAKE SEE DETAIL D ON SHEET LD504 SHRUB 340 SYLIPHORICARPUS ALBUS SNOWBERRY /1 CONT. 9 IN. HT. MIN. 3 CANES SHRUB 148 MAHONIA AQUIFODUM TALL OREGON-GRAPE /1 CONT. 9 IN. HT. MIN. 3 BRANCHES SHRUB 132 RUBUS PARVIFLORUS THIMBLEBERRY $1 CONT. 9 IN. HT. MIN. 3 CANES SHRUB 148 ACER CIRCINATUM VINE MAPLE #1 CONT. 12 IN. HT. MIN. 3 BRANCHES 781 MAHONIA REPENS CREEPING MAHONIA #1 CONT. 9 IN. HT. MIN. 3 CANES SHRUB 781 MAHONIA NERVOSA LOW WGEGO -GRAPE /1 CONT. 9 IN. HT. MIN. 3 CANES FERN 715 POLYSTICHUM MUNITUM WESTERN SWORDFERN N1 CONT. 9 IN. HT. MIN. 3 FRONDS PLANT SCHEDULE NOTES: 1. ALL PLANT MATERIAL SPECIFICATIONS FOR SIZE AND CONDITION ARE MINIMUM REQUIREMENTS, AND ARE IN ACCORDANCE WITH THE CURRENT EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK". IF A CONFUCT OCCURS BETWEEN THESE SPECIFICATIONS AND THE A.S.N.S.", THESE SPECIFICATIONS SHALL APPLY. 2. ALL CONTAINERIZED PLANTS SHALL HAVE ROOT SYSTEMS WHICH FULLY FILL THE CONTAINER WITHOUT HAVING ROOTS THAT CIRCLE THE POT. CONTAINERIZED AND B&B TREES SHALL NOT HAVE TAP ROOTS THAT FORM A "J" SHAPE. 3. IMMEDIATELY BEFORE INSTALLATION, PLANTS ROOTS THAT ARE BROKEN, DAMAGED, OR TWISTED SHALL BE PRUNED. MATTED OR CIRCLING ROOTS OF CONTAINERI7ED PLANTS MUST BE PRUNED OR STRAIGHTENED AND THE SIDES OF THE ROOTRALL SHALL BE ROUGHENED FROM TOP TO BOTTOM TO A DEPTH OF APPROXIMATELY ONE HALF INCH IN TWO TO FOUR PLACES. 4. WHILE INSTALLING NEW PLANTINGS, USE CARE TO PROTECT ROOTS OF EXISTING TREES. 5. STREET TREE GRADE- TRUNK FREE OF BRANCHES TO 5 -7 FOOT HEIGHT, STREET TREES SHALL BE STAKED AND SECURED WITHIN 48 HOURS AFTER PLANTING. 6. CONIFERS SHALL HAVE A NATURAL FORM (NO SHEARING) AND A SINGLE LEADER. 7. TYPICAL SETBACKS FOR PLANT MATERIAL UNLESS OTHERWISE ADJUSTED BY THE ENGINEER DURING LAYOUT AND STAKING OF PLANT LOCATIONS. PLANT MATERIAL SETBACK CHART EDGE OF EDGE Of UNDERGROUND TYPE BACK OF PAVEMENT/ WALL FENCE LIGHT BRIDGE AND DRAINAGE SEWER/WATER CURB POLE BRIDGE STRUCTURE GRAVEL APPROACH LINE SMALL SHRUB/FERN 1' 1.5' 1'1 1 1' - - - SHRUB 2' 3' 2' 5' 5' - 2.5' - TREE 2.5' 8' 8' 8' 15' 15' 5' 5' SETBACK NOTES: 1. THE SETBACKS ABOVE ARE MINIMUM SETBACKS FROM CENTER OF PLANT MATERIAL (TRUNK OR STEM) TO FEATURE USTED IN EACH COLUMN. 2. IN AREAS WHERE SMALL SHRUBS AND FERNS ARE SHOWN ON PLANTING PLAN, BUT THEY CANNOT BE PLANTED WITH REQUIRED SETBACKS, A MIN ONE ROW OF PLANTS SHALL BE PLANTED AT THE SPECIFIED SPACING CENTERED IN THE MIDDLE OF PLANTING AREA. 3. TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY, THE SETBACKS ABOVE SHALL APPLY. ENGINEER WILL APPROVE FINAL LOCATION. INSTALL WITH CARE AROUND EXISTING ROOT ZONES IF EXISTING DESIRABLE VEGETATION EXISTS WITHIN PLANTING AREA. PLANT SCHEDULE MIX A MIX C HATCH TYPE QUANTITY SPACING COMMON NAME HATCH TYPE QUANTITY SPACING COMMON NAME TREE $ 10 12 FT O.C. CASCARA TREE 6 12 FT O.C. CASCARA TREE 13-15 12 FT O.C. DOUGLAS-FIR TREE 3 12 FT O.C. DOUGLAS-FIR TREE 43- 15 12 FT O.C. GRAND FIR TREE 8 12 FT O.C. GRAND FIR TREE W 13 12 FT O.C. WESTERN HELOCK TREE 8 12 FT O.C. WESTERN HEMLOCK TREE 16, 1e 12 FT O.C. RED ALDER TREE 6 12 FT O.C. RED ALDER TREE -a- Io 12 FT O.C. SCOULER'S WILLOW TREE 1 12 FT O.C. SCOULER'S WILLOW TREE 19'19 12 FT O.C. WESTERN REDCEDAR TREE 9 12 FT O.C. WESTERN REDCEDAR SHRUB 9Y so 4 FT O.C. BEAKED HAZELNUT SHRUB 33 4 FT O.C. BEAKED HAZELNUT SHRUB W 62 4 FT O.C. NOOTKA ROSE SHRUB 23 4 FT O.C. NOOTKA ROSE SHRUB ,65r 72 4 FT O.C. OCEANSPRAY SHRUB 26 4 FT O.C. OCEANSPRAY SHRUB AW 44 4 FT O.C. RED -FLOWERING CURRANT SHRUB 17 4 FT O.C. RED -FLOWERING CURRANT SHRUB A& 72 4 FT O.C. SNOWBERRY SHRUB 26 4 FT O.C. SNOWBERRY SHRUB 97 108 4 FT O.C. TALL OREGON-GRAPE SHRUB 40 4 FT O.C. TALL OREGON-GRAPE SHRUB 84' 71 4 FT O.C. THIMBLEBERRY SHRUB 26 4 FT O.C. THIMBLEBERRY SHRUB 9i' 108 4 FT O.C. VINE MAPLE SHRUB 40 4 FT O.C. NNE MAPLE SMALL � zs7 CREEPING MAHONIA 99 CREEPING MAHONIA SHRUBFERN Ti0ime-'zs� LOW OREGON-GRAPEqHR[ 99 LOW OREGON-GRAPE 243 27013 PE WESTERN SWORDFERN FERN 99 13 PER SPOT WESTERN SWORDFERN MIX B MIX D HATCH TYPE QUANTITY ISPACINGI COMMON NAME HATCH TYPE QUANTITY SPACING COMMON NAME SHRUB 207 2 FT. O.C. SNOWBERRY L L L LLLL LLLL LLL LLLL LLL LLLL LLL LLLL LLLI LLL LLLL LLL TREE 4 12 FT O.C. DOUGLAS-FIR 415 2 FT. O.C. CREEPING MAHONIA TREE 6 12 FT O.C. OREGON ASH TREE 6 12 FT O.C. RED ALDER SHRUBFERN 415 2 FT. O.C. LOW OREGON-GRAPE TREE 6 12 FT O.C. SCOULER'S WALLOW 346 2 FT. O.C. WESTERN SWORDFERN TREE 7 12 FT O.C. WESTERN REDCEDAR SHRUB 35 4 FT O.C. NOOTKA ROSE SHRUB 35 1 4 FT O.C. PACIFIC NINEBARK SHRUB 47 4 FT O.C. RED -OSIER DOGWOOD SHRUB 47 4 FT O.C. SALMONBERRY SHRUB 35 1 4 FT O.C. SNOWBERRY SHRUB 35 1 4 FT O.C. THIMBLEBERRY MIX E HATCH TYPE QUANTITY SPACING COMMON NAME IF rr 66 2 FT O.C. RED -OSIER DOGWOOD STAKE 99 2 FT O.C. SITKA WILLOW 2/3 TIMES, UNLESS NOTED OTHERWISE ON PLANS OR SCHEDULES AREA FOR SPACINGADJUSTMENT THIS PAGE / SEE SETBACK CHART, ip X = PLANT SPACING I BARRIER, WALL, PAVING OR 9 = PLANT GRAVEL EDGE, OR FENCE PLANTING AREA GENERIC LAYOUT NOT TO SCALE A MINIMUM OF 3 �J'�]1�'/� PLANT LOCATION OWS X/ i 2/3 X 3 PLANTS RANDOMLY LOCATED AROUND PLANT LOCATION SYMBOL X = PLANT SPACING (SEE PLANTING PLAN) ® = PLANT LOCATION SYMBOL = APPROXIMATE PLACEMENT OF PLANT B SMALL SHRUB/FERN AT 4 FT O.C. LD101 NOT TO SCALE PROJECT REF: GRA22-W34 AS=BUILT BID SET THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF2ABU NENGIN ERI G REQUIREMENTS. APPROVED BY: DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: 4� f WASfl aR N 9F o ad ly � a 6 `�syO oA\ ' Fo�4 sFxP+�I e° <q NOSCAFEP 6/20/23 * Cl"f 4 , ,Jacobs REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT T PLANT MATERIAL LIST AND SCHEDULE PROJECT NO. CP�6O3 Designed!JB 5/13/2022 Reviewed LF 5/13/2022 CONTRACT NO. 21-03 Approved lF O1/23/2023 SCALE: AS NOTED AT LIMLEI OF NOT, SCALE ACCORDINGLY) DRAWING N0. LD503 SHEET 14 OF 41 File: CPIW3-CRW3 MG MULCH TREE RING SHALL ARBORTIE TREE TIE BY DEEPROOT BE 5' DIA.WHEN PLANTED OR APPROVED EQUAL; INSTALL IN LAWN SEEDED AREAS PER MFR'S INSTRUCTIONS; SECURE TO WOOD STAKE W/ #2 PENNY TREE TRUNK COMMON NAIL (ONE PER STAKE); ROOT BALL MAINTAIN 1" CLEARANCE BETWEEN Is, ,�, THE TREE TRUNK AND CHAIN LOCK \\� \ / `WOOD TREE STAKES; SEE TREE TRUNK / -' AR ARBOR TIE OR EQUAL �� SPECIFICATIONS / STRAP; SECURE TO 2" 0 PLAN F - WOOD TREE STAKES In 0 MULCH \� �� TOP OF ROCT CROWN TO BE 1-2 INCHES ABOVE FINISH GRADE, SLOPE TO DRAIN o I w = WOOD TREE STAKES - KEEP CLEAR OF ROOT BALL IO FINISH GRADE PRIOR TO PLACING MULCH z ¢ SEE SPECIFICAITONS FOR ROOTBALL PREP ``^ mx AFTER :• ING PIT 'a ow~`r1 ., .. AND PRIORPLACTREE TO BACKFILLINGANTING N OD 1:1 SLOPE ON SIDES OF PLANTING HOLE; N ? SCARIFY TO ROUGHEN SUBGRADE �. BACKFILL W/ AMENDED NATIVE SOIL, THOROUGHLY EXCAVATION SHALL WATER SETTLE BE 2 X 0 OF ROOT AMENDED NATIVE SOIL BALL SECTION AMENDED NATIVE SOIL COMPACTED TO 90% MAX DRY DENSITY UNDER ROOT BALL NOTES: 1. SEE SPECIFICATIONS AND NOTES ON SHEET LD103 FOR SOIL PREPARATION REQUIREMENTS. 2. ROTATE TREES IN PLANTING AREAS ADJACENT TO VEHICULAR ZONES SO THAT THE DOMINATE BRANCHES ALIGN PARALLEL TO THE VEHICULAR ZONES. (A� BALLED AND BURLAPPED PLANTING n 1 n 1 NOT TO SCALE SOIL PREPARATION PER NOTES ON LD101. FEATHER MULCH TO INSTALL PLANT BASE OF PLC p9 _ de VERTICALLY 01, \` 0Sw UPPERMOST ROOT SHALL BE NO MORE THAN l'- I SURFACEI MOUND SOIL TO FORM WATERING WELL AT DRIPLINE OF EACH PLANT BACKFILL WITH SOIL REMOVED FROM HOLE - SEE PLANTING AREA SOIL PREPERATION DETAILS mn rk�� OR SPECIAL PROVISIONS Q 0�/ II TOPSOIL OR AMENDED EXISTING SOIL, SEE SEE SOIL PREPARATION NOTES ON SHEET LD101. PLANTING ON SLOPES NOT TO SCALE SOIL PREPARATION PER NOTES ON LD101. FEATHER MULCH TO BASE OF PLANT ROOT DEPTH PLANTING INTO UNAMENDED SOIL PLANTING NOTES: TOP OF ROOT CROWN TO BE 1-2 INCHES ABOVE FINISH GRADE MOUND SOIL TO FORM WATERING WELL AT OUTER EDGE OF /1 PLANTING HOLE TOPSOIL OR AMENDED EXISTING SOIL, SEE SEE SOIL PREPARATION NOTES ON SHEET LD101. BREAK UP ROOTBALL OF CONTAINER PLANTS, PRUNE CIRCLING ROOTS, TYP. 1. DETAIL APPLIES TO ALL CONTAINERIZED PLANTS CONTAINERIZED PLANTING NOT TO SCALE REMOVE PORTION OF LIVE STAKE IF DAMAGED DURING PLACEMENT TO LEAVE TWO BUDS EXPOSED. D 1 LIVE STAKE INST� CS104 NOT TO SCALE [CE7_VJa EXISTING SOIL NOTE: 1. INSTALL WITH LIVE BUDS FACING UPWARD. 2. USE REBAR TO CREATE PILOT HOLE FOR STAKE INSTALLATION AND REMOVE AIR POCKETS FROM AROUND THE LIVE STAKE. DO NOT DRIVE STAKE DIRECTLY INTO THE GROUND. AS -BUILT PROJECT REF: GRA22-0034 BID SET THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF A4BU5NENGIN ERI G REQUIREMENTS. APPROVED BY: DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: f-°tP4S"�N i pPH 9IAA "A'qF°. o dd b ° °¢ a 6 Z F,)*MR �^�s° oA�s Fo�Oes Fxv +�I e° (q NOSCAPEP 6120/23 n CITY OF wnsH[xcTox , Jacobs REVIEWED BY PROJECT MANAGER: 6/21 /2023 Signature Date Seth WlCkstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT LANDSCAPE DETAILS PROJECT NO. CP1603 Designed LF 10/31/2o22 Reviewed OF 10/31/2022 CONTRACT NO. 21-03 Approved -F m/23/2023 SCALE: NOTED ONE AT FU~$GALE (IF NOT, SCALE ACCORDINGLY) DRAWING N0. LD504 SHEET 15 OF 41 FI e: CP1803CR593 UWG • • I/ ••• ♦1 i "ii"I"� r r FA oil C1 _1//11�:•, a'�ili?�e�iiiaS�GO�T+� �i �L��irIS�3�G�i1l�1L�J�•! r f • 'I 7/i%== ..��•. ii!!i[?il!'II a�i11C•P'.!SL 7E�ll�— oNINNIN /R_I!�_rfl[+[/o�ii1_���1�7F..�r® • _ _ IN,INNINNINNINNINNINNININ.�c�llf �.Im r • ,� • r • 19+15.41 AT TIME OF LIZ PLAN FCALE1 — 27 It i •- � 1 1/ F80 PIER 1 F IER 2 -EXISTING G (VERSION W LL 4 6 210 FTC R SPAN AT CL APPROX. DE 160 TH g AP ROX. 8.5' 24 MIN. 13 OVER APRO . 6.0 FTC TP PDX. 5.0 FT 13 6. 24" MIN. COVER F I20 --------- L��� XIS7. 24" C ANSITIONS 5 XIST. 24" S 12„\ WATER i AT ----- — — — — — ---- --- 14 \\ �� (PIPE L- 1 F-� - -_ _ i _ - EFFECTIVE ---- MA B- 14 - — CHANIN 1 .0 ��_ " --- ME OF SU ___ 13 -/ -- -- ,I ,PIPE BO I+I�-I`- - 14 ---- --- 7 _ RVEY T EFFECTIVE _LEVEL AT OM=14_7.0 ---_- 12 OTTOM=14800 ---- _ _ L BOTTOM 9 FT FL00 T TIME WIDTH FEMA BFE 1 2.0 NC. TO STEEL EAR SLOPE CHANGE TO 5 FT AST), PRO CT IN PLAC 100 80 16+00 / 17+00 BURIED UTILITIES IN AREA / 20 10 0 20 40 PLEASE CALL BEFORE YOU DIG 811 SCALE IN FEET F"KUr-ILt 18+00 19+GG SCALE: 1" = 20' 17 INSTALL NEW 8' DEEP 72" TYPE 3 BLOW —OFF MH WITH FLAT TOP (NO BOTTOM 11 INSTALL NEW SUSPENDED 2" AND 3" PVC CONDUIT. SEE UTI HANGER CHANNEL), PER WSDOT STANDARD PLAN B-15.60-02, WITH WSDOT STANDARD DETAILS ON DWG SB110. MH RUNGS AND WITH 24" DIAMETER MH FRAME AND COVER, PER CITY OF AUBURN STANDARD DETAIL S-04.4 (MARKED "WATER"). INSTALL 6—FOOT 12 CUT AND CAP EXISTING 24" STEEL WATER MAIN. PRESERVE FOR FUTURE DIAMETER CONCRETE COLLAR AROUND LID, PER COA STANDARD DETAIL T-05.2. REHABILITATION PROJECT. CONNECT 2" PIPE FROM BLOW —OFF WITH KOR—N—SEAL BOOT, 2' BELOW MH RIM. 13 SEE ABUTMENT DETAILS ON DWG SB104 & S6105. 18 INSTALL ONE HANDHOLE EACH AT TERMINATIONS OF 2" AND 3" CONDUITS. HANDHOLES SHALL BE 2'x2' PRECAST CONCRETE WITH H-20 RATED 14 INSTALL NEW BURIED 24" DIAMETER CL. 52 DUCTILE IRON WATER MAIN W1TH NON—SKID, HOT —DIPPED GALVANIZED STEEL LID, AS MANUFACTURED BY POLYETHYLENE ENCASEMENT. OLDCASTLE, OR ACCEPTED EQUAL. 15 INSTALL CAP AT PIPE ENDS. 19 CONTRACTOR SHALL POTHOLE CONNECTION POINT. 16 INSTALL NEW BURIED 12" DIAMETER CL. 52 DUCTILE IRON WATER MAIN WITH POLYETHYLENE ENCASEMENT. WATER NOTES: O1 INSTALL NEW SUSPENDED 24" DIAMETER PRESSURE CL. 350 RESTRAINE CTILE IRON WATER MAIN WITH COATING, PER SECTION 7-09.3(26) OF THE SPECIFICATIONS. SEE UTILITY HANGER DETAILS ON DWG SB110. O2 PROTECT EXISTING 24" STEEL TRANSMISSION MAIN. O PROTECT EXISTING BLOW -OFF MANHOLE. REPLA ING AND COVER PER COA STANDARD DETAIL S-04.4 AND ADJUST LID FINAL GRADE (WITH APPROXIMATE 6-INCH TALL GRADE RING, AS NEEDED) STALL 6-FOOT DIAMETER CONCRETE COLLAR AROUND LID, PER COA STA RD DETAIL T-05.2. © INSTALL NEW WATER MAIN IN NEW STEEL CASINGS THROUGH DIVERSION WALL PER DETAIL ON DWG C OS EXPOSE PROPO EXISTING CONNECTION POINTS TO EXISTING 24" CONCRETE CYLINDER P (CCP) TRANSMISSION MAIN. CONFIRM ALL GEOMETRY AND FLANGE SIZE/BO CIRCLE FOR CONNECTION. SEE SECTION 1-08.5(1) OF SPECIFICATION FOR UTDOWN CONSTRAINTS. PER THE 1964 RECORD DRAWINGS, THE EXISTING 0 STEEL PIPE EXTENDS APPROXIMATELY 25' WEST OF DIVERSION WALL. JUST WEST OF THE SLOPE CHANGE, THE EXISTING CONNECTION INCLUDES A 10-FOOT LONG FLzFL CCP SPOOL AND A FL X BELL CCP ADAPTER. EXTEND MAIN WEST AS NEEDED TO AVOID EXISTING STEEL PIPE. REMOVE AND DISPOSE FL X BELL ADAPTER AND CONNECT TO FLANGE OF CONCRETE CYLINDER PIPE. CONNECT TO EXISTING 24" WATER MAIN AND INSTALL' 1 - 24" 45' HORIZONTAL BEND (MJ) 1 - 24" WYE (FL) 1 - 24" 22.5' VERTICAL BEND (MJ) (OR ROTATE HORIZONTAL BEND, IF POSSIBLE, TO ELIMINATE THIS BEND) 1 - 24" 22.5' VERTICAL BEND (FLXMJ) 2 - 24" BUTTERFLY VALVES (FL) 1 - 24" ADAPTER (FLxMJ) 1 - 24" ADAPTER (FLxMJ) WITH FLANGE INSULATION KIT PER SPECIFICATIONS, FOR CONNECTION TO EXISTING CCP STEEL FLANGE. REPAIR CEMENT MORTAR LINING IN EXISTING 10-FOOT LONG CCP FLxFL SPOOL, AS NEEDED. COMPLETELY WRAP STEEL AND DI FLANGES WITH WAX TAPE PER SPECIFICATIONS, EXTENDING A MINIMUM OF 4" BEYOND FLANGES ONTO ADJACENT PIPES. 4 - 24" SPOOLS (LF AS REQUIRED) 200 1 - 24" BLIND FLANGE 1 - CAP © FURNISH AND INSTALL 12" AND 24" EBAA FORCE BALANCED FLEX -TEND DOUBLE BALL EXPANSION JOINTS W/ DOUBLE SLEEVE (NJ) OR APPROVED EQUAL. SEE 180 WATER CONNECTION DETAIL 1/UW501. O7 EXPOSE PROPOSED EXISTING CONNECTION POINTS TO CONFIRM ALL GEOMETRY AND FITTINGS AND THICKNESS AND SHAPE OF EXISTING MAIN PRIOR TO CONNECTIONS. DEWATERING MAY BE NECESSARY, DEPENDING ON SEASON AND 160 CONDITIONS. SEE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR MORE INFORMATION ABOUT OBSERVED GROUNDWATER ELEVATIONS AND RELATED REQUIREMENTS. SEE SECTION 1-08.5(1) OF SPECIFICATION FOR SHUTDOWN CONSTRAINTS. CUT AND CONNECT TO EXISTING 24" WATER MAIN AND INSTALL' 1 - 24" 45' HORIZONTAL BEND (NJ) 140 1 - 24" WYE (FL) 1 - 24" 45' VERTICAL BEND (MJ) (OR ROTATE HORIZONTAL BEND, IF POSSIBLE, TO ELIMINATE THIS BEND) 1 - 24" 45' VERTICAL BEND (FLxMJ) 2 - 24" BUTTERFLY VALVES (FL) 120 1 - 24" FLxPE SPOOL (LF AS REWIRED) WITH FLANGE ISOLATION KIT, LININGS AND WAX TAPE, PER SPECIFICATIONS 1 - 24" RESTRAINED DIXSTEEL TRANSITION COUPLING RATED FOR 30 PSI MINIMUM; EPDXY -COATED ROMAC RC400RG 258OX2400P, WITH ROMAGRIP RESTRAINTS ON DI SIDE AND FOUR X 1" DIAMETER 316SS 100 DRILLED ANCHOR PINS ON STEEL SIDE (OR APPROVED EQUAL). WRAP TRANSITION COUPLING AND EXISTING STEEL PIPE WITH WAX TAPE SYSTEM, 4' BEYOND TRANSITION COUPLING. LINE STEEL PIPE 4' BEYOND NEW TRANSITION COUPLING, PER SPECIFICATIONS. 2 - 24" SPOOLS (LF AS REQUIRED) 80 1 - 24" BLIND FLANGE 1 - CAP Oe INSTALL 24"x6" TEE AND PIPING ROUTED TO NEW 4" AIR AND VACUUM RELIEF VALVE WITHIN MH AT LOCATION SPECIFIED PER DETAIL 2/UW501. ID INSTALL 2" PERMANENT BLOW OFF ASSEMBLY AT LOCATION SPECIFIED PER DETAIL 3/UW501. 10 INSTALL NEW SUSPENDED 12" DIAMETER PRESSURE CL. 350 RESTRAINED DUCTILE IRON WATER MAIN WITH COATING, PER SECTION 7-09.3(26) OF THE SPECIFICATIONS, FOR FUTURE USE. SEE UTILITY HANGER DETAILS ON DWG SB110. PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU RI G U ENGIN E REQUIREMENTS. BID SE APPROVED BY: ATE APPROVED: No. Date: Revision: Completed By: BY: DATE: �$48RO�J�1 �DRAWING �i,�lpa- %1,\\ 06/20/2023 f* OF05/24/2023 * ' WASHING"fON 7 ,Jacobs REVIEWED BY PROJECT MANAGER: � - 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMI ON MAIN REPLACEMENT PROJECT WATER PLAN AND PROFILE PROJECT NO. CP1603 Designed 1EUB 1 10/12/2022 Reviewed 1PMTI 5/11/2022 CONTRACT NO. 21-03 Approved AHV SCALE: AS NOTED CH FU 'ATLLSCALEI (IF NOT, SCALE ACCORDINGLY) N0. DRAWING,p,, UW101 SH 16 OF 4 File: CP1WM`N wl.DwG M n L WEST OF �qq 'ROACH SLABA �__ -0_ 0 *k / ,AMV PROTECT EXISTING / � � 24" CONCRETE AT TIME OF SI i / OHw/ /kB6 GENERAL NOTES: 1. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL BE RESTRAINED. * GAME FARM * WILDERNESS PARK * CENTER 24" WATER MAIN PEDESTRIAN BRIDGE /10.Do' 1 5' EAST OF APPR ACH 5 AB 3.00'— --_ION —_-- —_-- --_— — — — — _* —_ _M_--�--_ — --_-- —_ ----18+00------ — — — -- 19+00 19+70(� 15 5' EAST. OF. APPROACH SLAB —6 CL PLAN SCALE: 1" = 20' N / L /r ( * 16 4 220 I80 11' 4' 3' Full stick PIER 1 F IER 2 14.30' 3' be bend id 1B0 r80 -EXISTING G I'll (VERSION W L TH 8 4 AP RO%. 8.5' 24 MIN. g 13 OVER 210 FTC TOP R SPAN 13 16 8' 45" ben 180 APRO . 6.tl FTC AP O%. 5.0 FT AT CL APPROX. DE F WATER 14 Ill PIPE F _ WATERi — — — EFFECTIVE ----- yam^—�— MA BFE 14 ---- CHANN 1 .0 ��— " JFD JOINT DI --- ME OF SU ---- r — ---- — DI i PIPE BO 14jO IATER 140 120 ------- -- ------ 24" C ANSITIONS �� XIST. 24" S --- ----- ----- ---- ---- 140 120 ----- ---- RIVER --LEVEL — --- RVEYXIS7. T EFFECTIVE ---- AT OM=147.0--- OTTOM=14800 L BOTTOM 9 FT FLOG T TIME OF AY WIDTH FEMA BFE 1 2.0 NC. TO STEEL EAR SLOPE CHANGE TO 5 FT 7 FT 1 AST), PROTECT IN PLACE too 100 80 80 15+00 17+00 Y K V f- I Lr_ 18+00 19+00 SCALE: 1" = 20' 17 INSTALL NEW 8' DEEP 72" TYPE 3 BLOW —OFF MH WITH FLAT TOP (NO BOTTOM 11 INSTALL NEW SUSPENDED 2" AND 3" PVC CONDUIT. SEE UTILITY HANGER CHANNEL), PER WSDOT STANDARD PLAN B-15.60-02, WITH WSDOT STANDARD DETAILS ON DWG SB110. MH RUNGS AND WITH 24" DIAMETER MH FRAME AND COVER, PER CITY OF At 1 AUBURN STANDARD DETAIL S-04.4 (MARKED "WATER"). INSTALL 6—FOOT 12 INSTALL FLANGE ISOLATION KIT (PER SPECS) ON DI FLANGE DIAMETER CONCRETE COLLAR AROUND LID, PER COA STANDARD DETAIL T-05.2. CONNECT 2" PIPE FROM BLOW —OFF WITH KOR—N—SEAL BOOT, 2' BELOW MH RIM. 13 SEE ABUTMENT DETAILS ON DWG S8104 & S8105. 18 INSTALL ONE HANDIA EACH AT TERMINATIONS OF 2" AND 3" CONDUITS WATER NOTES: BLACK (D INSTALL NEW SUSPENDED 24" DIAMETER PRESSURE CL. 350 RESTRAINED DUCTILE IRON WATER MAIN WITH DATING, PER SECTION 7-09.3(26) OF THE SPECIFICATIONS. SEE UTILITY HANGER DETAILS ON DWG SB110. ID PROTECT EXISTING 24" STEEL TRANSMISSION MAIN. O PROTECT EXISTING BLOW —OFF MANHOLE. REPLACE RING AND COVER PER COA STANDARD DETAIL S-04.4 AND ADJUST LID TO FINAL GRADE (WITH APPROXIMATE 6—INCH TALL GRADE RING, AS NEEDED). INSTALL 6—FOOT DIAMETER CONCRETE COLLAR AROUND LID, PER COA STANDARD DETAIL T-05.2. © INSTALL NEW WATER MAIN WITHIN NEW STEEL CASINGS THROUGH DIVERSION WALL PER DETAIL ON DWG CR502. O5 EXPOSE PROPOSED EXISTING CONNECTION POINTS TO EXISTING 24" CONCRETE CYLINDER PIPE (CCP) TRANSMISSION MAIN. CONFIRM ALL GEOMETRY AND FLANGE SIZE/BOLT CIRCLE FOR CONNECTION. SEE SECTION 1-08.5(1) OF SPECIFICATION FOR SHUTDOWN CONSTRAINTS. PER THE 1964 RECORD DRAWINGS, THE EXISTING 1920 STEEL PIPE EXTENDS APPROXIMATELY 25' WEST OF DIVERSION WALL. JUST WEST OF THE SLOPE CHANGE, THE EXISTING CONNECTION INCLUDES A 10—FOOT LONG FLxFL CCP SPOOL AND A FL X BELL CCP ADAPTER. EXTEND MAIN WEST 1 ADAPTER AND STEEL SPOOL AND CONNECT TO FLANGE OF CONCRETE CYLINDER PIPE. CONNECT TO EXISTING 24" STEEL WATER MAIN FLANGE AND INSTALL: 1 — 24" 45' HORIZONTAL BEND (MJ), ROTATE AS NEEDED 1 — 24" WYE (FL) 1 — 24" 22.5' VERTICAL BEND (MJ) 2 — 24" BUTTERFLY VALVES (FL) 1 — 24" ADAPTER (FLxMJ) 2 — 24" SPOOLS (FLxMJ, LF AS REQUIRED), FOR CONNECTIONS TO EXISTING CCP STEEL FLANGE AND STEEL PIPE FLANGE. LINE STEEL PIPE 4' BEYOND CONNECTION. COMPLETELY WRAP STEEL AND DI FLANGES WITH WAX TAPE PER SPECIFICATIONS, EXTENDING A MINIMUM OF 4' BEYOND FLANGE ON STEEL PIPE AND 4" BEYOND FLANGE ON DI PIPE. 2 — 24" SPOOLS (LF AS REQUIRED) © FURNISH AND INSTALL 12" AND 24" EBAA FORCE BALANCED FLEX —TEND DOUBLE BALL EXPANSION JOINTS At DOUBLE SLEEVE (MJ) OR APPROVED EQUAL. SEE WATER CONNECTION DETAIL 1/UW501. O7 EXPOSE PROPOSED EXISTING CONNECTION POINTS TO CONFIRM ALL GEOMETRY AND FITTINGS AND THICKNESS AND SHAPE OF EXISTING MAIN PRIOR TO CONNECTIONS. DEWATERING MAY BE NECESSARY, DEPENDING ON SEASON AND CONDITIONS. SEE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR MORE INFORMATION ABOUT OBSERVED GROUNDWATER ELEVATIONS AND RELATED REQUIREMENTS. SEE SECTION 1-08.5(1) OF SPECIFICATION FOR SHUTDOWN CONSTRAINTS. CUT AND CONNECT TO EXISTING 24" WATER MAIN AND INSTALL• 1 — 24" 45' HORIZONTAL BEND (MJ) 1 — 24" 45' VERTICAL BEND (MJ) (OR ROTATE HORIZONTAL BEND, IF POSSIBLE, TO ELIMINATE THIS BEND) 1 — 24" 45' VERTICAL BEND (FLxMJ) M PE POOLS (LF AS EQUIRED)STRAINED DIXSTEELTRANSITION COUPLINGS RATED FOR 30 PSI M; EPDXY —COATED ROAAC RC400RG 258OX240OP, WITH RIP RESTRAINTS ON DI SIDE AND FOUR X 1" DIAMETER 316SS D ANCHOR PINS ON STEEL SIDE (OR APPROVED EQUAL). WRAP ITION COUPLING AND EXISTING STEEL PIPE WITH WAX TAPE , 4' BEYOND TRANSITION COUPLING AND ON DI PIPE 4" BEYON INGS. LINE STEEL PIPE 4' BEYOND NEW TRANSITION COUPLINGS, ECIFICATIONS. INSTALL FLANGE ISOLATION KIT ON CLOSEST ENT DI FLANGE. OB INSTALL 24"x6" (MJ) TEE AND PIPING ROUTED TO NEW 4" AIR AND VACUUM RELIEF VALVE WITHIN MH AT LOCATION SPECIFIED PER DETAIL 2/UW501. ID INSTALL 2" PERMANENT BLOW OFF ASSEMBLY AT LOCATION SPECIFIED PER DETAIL 3/UW501. BLACK 10 INSTALL NEW SUSPENDED( 12" DIAMETER PRESSURE CL. 350 RESTRAINED DUCTILE IRON WATER MAIN WITHDATING, PER SECTION 7-09.3(26) OF THE SPECIFICATIONS, FOR FUTURE USE. SEE UTILITY HANGER DETAILS ON DWG SB110. HANDHOLES SHALL BE 2'x2' PRECAST CONCRETE WITH H-20 RATED 14 INSTALL NEW BURIED 24" DIAMETER CL. 52 DUCTILE IRON WATER MAIN WITH PROJECT REF: GRA22-0034 NON—SKID, HOT —DIPPED GALVANIZED STEEL LID, AS MANUFACTURED BY OLDCASTLE, OR ACCEPTED EQUAL. 15 POLYETHYLENE INSTALL ENCASEMENT. CAP AT PIPE ENDS. AS -BUILT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 20 10 0 20 40 SCALE IN FEET 19 CONTRACTOR SHALL POTHOLE CONNECTION POINT. 16 INSTALL NEW BURIED 12" DIAMETER CL. 52 DUCTILE IRON WATER MAIN WITH B I D SET POLYETHYLENE ENCASEMENT. REQUIREMENTS. APPROVED BY: DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: ��� d.� �� * * �iOF 1 * REVIEWED BY PROJECT MANAGER: COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT PROJECT NO. CP1603 Designed EIa 10/12/202.2 Reviewed PMT 5/11/2022 CONTRACT NO. 21-03 Approved AHV 05/24/2023 Jacobs signature Date WATER PLAN AND PROFILE SCALE: AS NOTEDEfffl! DRAWING NO. ONE INCH AT FULL FULL SCALE 'q'tY'"°� ` WASHINGTON UW101 (IF NOT, SCALE ACCORDINGLY) At., 0 Seth Wickstrom, Project Manager SHEET 16 1 12/18/23 REVISIONS PER RFIS 02, 03, AND 04 ELB OF 41 File: CP1e0auwwl.DiNG 24" AND 12" D.I. (RESTRAINED JOINT) SUSPENDED FROM BRIDGE PER SPECIFICATIONS PIPE ZONE FILL PER TYPICAL 2 CONCRETE SECTION C ON DWG C%301� APPROACH SLAB N 24" AND 12" FORCE BALANCED FLEX —TEND DOUBLE BALL EXPANSION JOINT W/ DOUBLE SLEEVE, MJ x MJ, OR APPROVED EQUAL PROVIDE 4" MINIMUM SAND BEDDING BELOW FITTING — TOP OF BRIDGE DECK SEE DWG SB104 & SB105 FOR ABUTMENT BLOCKOUT DETAILS ABUTMENT WATER CONNECTION DETAIL PLIES TO EAST AND WEST BRIDGE APPROACHES SCALE: 1/4"= V—O" 24" DIAMETER MH FRAME AND COVER, PER COA DOUBLE STRAP POLY PIPE WITH TRACER STAND DETAIL 4" OPEN PATTERN, RETURN BEND WITH SADDLE, SEE NOTE 2 WI WIRE TO BLOW -OFF MH S-04.4 FLANGE BOLTED TO TOP OF MH AND (SEE NOTES 1 AND 4)— fkl—lmf 4" BEEHIVE STRAINER. CORE 4" HOLE WATER MAIN TRACER NRE 4" COMBINATION AIR & THROUGH LID OF MH CONNECTED TO SADDLE BOLT VACUUM VALVE, FLANGED APCO NO. 149C, WITH MANHOLE RUNGS + E MUSHROOM CAP, OR EQUAL TRACER WIRE, SEE NOTE 4 SECURE PIPING TO MH WALL PER NOTE 7 (TYP OF 2) 17"x3O" HUBBELL QUAZITE OR— ARMORCAST METER BOX W/ SOLID LID (OR APPROVED EQUIVALENT) PLAN 2" I.P.T. (FEMALE) X 2 1/2" N.S.T. (MALE) ADAPTER f. & 2 1/2" NST BRASS LUG CAP (TYP OF 2) 4" DI SPOOL (FLXPE), POSITIVE SLOPE AT MIN. TRACER WIRE, SEE NOTE 4 4" RFCA 2's `.� 0.25% FROM MAIN TO AIR Cl VALVE BOX PER CITY 2" POLY PIPE NTH TRACER 0C P AND VACUUM VALVE OF AUBURN STD. DETAIL WIRE TO BLOW -OFF MH 'spool N: _ W-18 (TYP OF 2) (SEE NOTES 1 AND 4)� 6" 90' BEND (FLxFL) z 71 2" BRASS PIPE `� 6"x4" REDUCER MUELLER, H-15428N STRAIGHT (FLxMJ) COUPLING MIP x 11OCTS OR 1'l`. FORD C84-77-Q-NL STRAIGHT Fong< attern 24"x6" TEE (MJxFL) COUPLING (TYP OF 2) 12" THICK 4 RESILIENT WEDGE ini 4" 90' BASE ELBOW GATE VALVE (FLxFL) (FLxFL), ANCHORED MH BASE WITH HANDWHEEL AND 1 I 2" BRASS TEE PER DETAIL BELOW 4" DI SPOOL PIPE SUPPORT BENEATH (FLxPE) — - TRACER WIRE, 2" GATE VALVE, THREADED NOTES I SEE NOTE 4 W/ 2" OPERATING NUT, MUELLER 8-2969N 2" POLY PIPE, MUELLER A-2360N 1. AIR VALVE SHALL BE INSTALLED IN A 48" DIA. MANHOLE PER WSDOT STD PLAN B-15.20, CORP. STOP W/ H-15451N LENGTH AS REQ'D. (TYP OF 2) NTH MANHOLE RUNGS AND WITH 24" DIA. MANHOLE FRAME AND COVER, PER CITY OF OUTLET COUPLING OR FORD SEE NOTE 1 10 CU. FT. WASHED ROCK AUBURN STD DETAIL S-04.4 (MARKED "WATER"). FB500-7-NL W/ C14-77-Q-NL PASSING 1 1/2" AND OUTLET COUPLING RETAINED ON 1/4" MESH 2. BED WITH CSTC, COMPACTED TO 95% MOD PER ASTM D1557 NOTES: ELEVATION FOR DRAIN. 3. DUCTILE IRON PIPE SHALL BE AS SPECIFIED IN SECTION 9.30.1(1) OF THE CITY OF AUBURN 1. 2" POLY PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE CONSTRUCTION CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. STANDARDS AND THE CONTRACT PROVISIONS. 4. DRILL TWO 1" WEEP HOLES 6" ABOVE GRADE ON N, S, W AND E SIDES OF MANHOLE (8 2. SADDLE SHALL BE AS SPECIFIED IN SECTION 9-30.6(1) OF THE CONSTRUCTION STANDARDS TOTAL) TO ALLOW FOR DRAINAGE. AND THE CONTRACT PROVISIONS. 5. MAINTAIN POSITIVE GRADE FROM MAIN TO VALVE. 3. FOR LOCATIONS WITHOUT CURB, BLOWOFF SHALL BE PLACED ON PROPERTY SIDE OF THE DITCH. IF NO ROOM IS AVAILABLE, INSTALL CULVERT IN DITCH W/ BLOWOFF IN FILL OVER 6. IN LIEU OF 4" BEEHIVE STRAINER, CONTACT CITY WATER DEPT, FOR LIST OF DOH CULVERT. APPROVED STRAINERS 4. TRACER WIRE SHALL BE INSULATED #10 COPPER WIRE, BARED AT ENDS. 7. PROVIDE TWO 3"xO.090 GAUGE TYPE 304 STAINLESS STEEL SUPPORT BRACKETS, EPDXY ANCHORED 2" INTO CONCRETE WALL. 4-INCH COMBINATION AIR AND VACUUM RELIEF VALVE DETAIL SCALE: NTS NON SHRINK GROUT BASE ELBOW n:o.;ja; n41•'•o'r 6"MIN 4-518'DIA BOLTS? II EMBEDMENT AT W WI SELF Ll Ll DRILLING CONC ANCHORS ANCHORAGE ELBOW SUPPORT DETAIL A SCALE: NTS _ 2 2" PERMANENT BLOW -OFF ASSEMBLY DETAIL 3 SCALE: NTS UW�O AS -BUILT BID SET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF 727 NGIN ERI G REQUIREMENTS. APPROVED BY: DATEAPPROVED: No. uate: I Hevlslon. Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION Designed ELB 10/12/2022 PROJECT MANAGER: CP1BO3 Reviewed I PMT s/11/2022 �p$,,��� * * MAIN REPLACEMENT PROJECT CONTRACT NO. Approved AHV 0 5/24/2023 crr(OF'k I' 6/21/2023 21-03 SCALE: AS NOTED .�aCObS Signature Date WATER DETAILS ONE INCH w DRAWING NO. AT FULL SCALE ,gy'fl'ty " WASHINGTON UW501 (IF NOT, SCALE ACCORDINGLY) Seth Wickstrom, Project Manager SHEET 17 File: CP1e0MW!KI.DWc 0612012023 OF 41 W// R t 2// l if PC.) o v o � / END OF BRIDGE DECK f & rL SHAFT OHWM - OHWIM I / hry KING COUNTY FLOOD END OF BRIDGE DECK ABUTMENT j2 PROTECTION FACILITY ra. r.. cuerT 15'-0" / / END OF BRIDGE DECK TO END OF BRIDGE DECK Q e FAPROACH O SLAB 0 FtV- e WALL 1 H B- 1'-1" EASEMENT . SECURITY GATE . --. --. --. --. -. --. - Z- F xp0 17+00 S75035'21"E CL LINE 18+00 0 �6 >Y E / -vr x -W -W -W -W' W W W- -i 1-----Wr-----W'--- 0 3 ---- o WALL 2 / m EXISTING WATER MAIN KING COUNTY FLOOD / /^� / \ EASEMENT PROTECTION FACILITY PLAN NOTE: BEARING OF BOTH ABUTMENTS IS N140 24' 39"E GR ELEV 153.00 PEDESTRIAN RAILING (TYP.) FINISHED GRADE ` WALL 2- - 4'-0" DIA. DRILLED SHAFT (TYP.) SECURITY GATE fL'9J ELEV 98.0 SCALE: AS NOTED ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: CP1603SBIW DWG OHWM ELEVATION 1"=15' ELEVATIONS SHOWN ARE FINISHED GRADES AT TOP OF BRIDGE DECK ON CL LINE AND EQUAL TO PROFILE GRADE 1 •; ;of ' ■� PROFILE GRADE LINE ,iacobs 15'-0" PROACH SLAB rio I�WALL 3 - --W- --�W� I I WALL 4 I CR ELEV 151.95 WALL 4 LOW CHORD ELEV 146.00 Ifo" l ELEV 89.6 REVIEWED BY PROJECT MANAGER: Signature 6/21/2023 Date Seth Wickstrom, Project Manager STRUCTURAL GENERAL NOTES 1. DESIGN SPECIFICATIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: 1.1. AASHTO _RFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES - REVISION 2 DECEMBER 2009. 1.2. AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020. 1.3. AASHTO GUIDE SPECIFICATIONS FOR _RFD SEISMIC BRIDGE DESIGN, 2ND EDITION, 2011, WITH INTERIM REVISIONS THROUGH 2O15. 1.4. WSDOT BRIDGE DESIGN MANUAL, SEPTEMBER 2020. 2. SEISMIC DESIGN RESPONSE SPECTRA PARAMETERS ARE AS FOLLOWS: 11/ SITE CLASS: D C As = 0.46713 u Spa = 1.001G SDI = 0.526G 3. CONCRETE IN DRILLED SHAFTS SHALL BE CLASS 5000P. ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. ALL REINFORCING STEEL BARS SHALL CONFORM TO ASTM A706, GRADE 60. -� FILLS 5. STRUCTURAL STEEL PLATES AND BARS FOR PEDESTRIAN RAILING ON RETAINING WALL CONNECTIONS SHALL CONFORM TO ASTM A36, AND SHALL BE HOT -DIPPED GALVANIZED ACCORDING TO ASTM A123. 6. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 105, INCLUDING _ -'f SUPPLEMENTAL REQUIREMENT S5. NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ANCHOR RODS, WASHERS, AND NUTS SHALL BE HOT -DIPPED GALVANIZED ACCORDING TO ASTM A153. ' - 7. UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF THE BH 8-3 ® REINFORCING STEEL SHALL BE 3" AT THE BOTTOM OF FOOTING, 2' AT THE TOP OF FOOTING AND FACE OF PIER WALLS, AND 2" AT ALL OTHER LOCATIONS. 8. ALL EXPOSED SURFACES OF CAST -IN -PLACE CONCRETE SHALL HAVE PIGMENTED SEALER. 9. UNLESS OTHERWISE NOTED IN THE PLANS, ALL CONCRETE EXTERIOR CORNERS SHALL HAVE A 2/." CHAMFER AND ALL INTERIOR CORNERS SHALL HAVE A '/.' FILLET. 10. CONTRACTOR SHALL PREPARE AND SUBMIT THE PLANS AND STRUCTURAL CALCULATIONS FOR THE STEEL TRUSS SUPERSTRUCTURE INCLUDING PEDESTRIAN RAILING, STAMPED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, TO ENGINEER FOR APPROVAL. 11. CONTRACTOR SHALL PREPARE AND SUBMIT THE PLANS AND STRUCTURAL CALCULATIONS FOR THE FRP BRIDGE DECK PANELS AND THEIR CONNECTIONS TO THE STEEL TRUSS SUPERSTRUCTURE, STAMPED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, TO ENGINEER FOR APPROVAL. 12. CONTRACTOR SHALL PREPARE AND SUBMIT THE PLANS AND STRUCTURAL CALCULATIONS FOR THE RETAINING WALLS, STAMPED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, TO ENGINEER FOR APPROVAL. PREFABRICATED STEEL TRUSS BRIDGE LOADING: H-5 OR PEDESTRIAN LOADING = 90PSF 15 7.5 0 15 30 SCALE IN FEET AS -BUILT CL LINE PROFILE PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. J BID SET APPROVED BY. Ndl DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT NO. CP1603 MAIN REPLACEMENT PROJECT rnNTRerTNn 21-03 DRAWING NO. BRIDGE PLAN AND ELEVATION SB100 SHEET 18 OF 41 KING COUNTY FLOOD o: PROTECTION FACILITY 1 � RABUTMENT / OHWM D SHAFT ABUTMENT 1 SHAFT 2 d ITri Z7A 19iao 7s /1 CL STA 18+62.75 n U / EASEMENT / y n+oo S750 35' "CL LINE 18+00 /19+00/21E F 4'-0' DIA. SHAFT W, — _ W— — — -4'-0' DIA. SHAFT -- —W —___ __W — C. 16x _—__W—__—_W_—--W_--_—W—_—__W--_—_ — W fie. 0—W ---W—_—W—_—__W_ _ ///L _—_—W—__—_W--_—_W---_ I I I N If WATER MAIN a KING COUNTY FLOOD I AD EASEMENT PROTECTION FACILITY n �N�' FOUNDATION PLAN 1" = 15' 15 7.5 0 15 30 SCALE IN FEET PROJECT REF: GRA22-0034 AS —BUILT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. BID SET APPROVED BY. DATE APPROVED: No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION CP1603 Designed HZ 5/6/22 M. PROJECT MANAGER: Renewed KK 10/12/22 ' DF WA p 9 * } 4��- MAIN REPLACEMENT PROJECT CONTRACT NO. Approved HD 10/14/22 �Pe NOTo AF -:I`.f^ * 7 "(` sav2o23 21-03 SCALE: AS NOTEDMR Signature Date WE INCH CO DRAWING N0. AT FUL' LOCALE' PD` SM�� G� 'WASHINGTON FOUNDATION PLAN SB101 (IF NOT, SCALE ACCORDINGLY) SSO AL ti�V Seth Wickstrom, Project Manager SHEET ig Flle: CP1603SB101 DWG D6/20/23 OF 41 CONST JT W/ ROUGHENED SURFACE — ABUTMENT 2 ELEV 139.6 1 CL SHAFT ELEVATION NTS GROUND LINE 1 CSL ACCESS TUBE, CUT TO TOP OF SHAFT UPON COMPLETING SHAFT CONSTRUCTION, TYP 7103 6" BREAK IN SPIRAL FOR CAP REINF 4-CSL ACCESS TUBES, TYP. CL SHAFT 4•-0., SECTION A NTS 30-#11 (10 BUNDLES OF 3) $5 SPIRAL CL SHAFT GENERAL NOTE: 1. SEE SHEET SB103 FOR SHAFT TYPICAL DETAILS. AS -BUILT Z8111 x8L I ZIA MCI XT-i'31I*r THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. J BID SET APPROVED BY. Nkw dl DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: M. 1 DF wn y 9 �Pe NCTo PD` SM�� G�'�� Al SSIONAl ti�O 06/20/23 # C[I'Y OF � * "` WASHINGTON 7 CO REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT DRILLED SHAFT TYPICAL SECTION PROJECT NO. CP1603 Resigned HZ 5/6/22 Renewed KK 10/12/22 CONTRACT N0. 21-03 Approved HD 01/23/23 SCALE: AS NOTEDMR WE INCH AT FUL' LOCALE' (IF NOT, SCALE ACCORDINGLY) DRA'MNG N0. SB102 SHEET 20 OF 41 Filw CP1603SBIU DWG SPIRAL WELDED LAP SPLICE AT END OF SPIRAL 3 WRAPS OF SPIRAL SPIRAL DETAIL 1 NTS SPIRAL TERMINATION �9 TIE TO OR HOD TIE TO VERT BARS TIE TO VERT BARS #4 .,I.IZ SPIRAL OR HOOP WRAPS CENTRALIZER DETAIL EPDXY COAT CENTRALIZER OR PAINT WITH INORGANIC ZINC AFTER FABRICATION RESISTANCE BUTT JOINT DETAIL SEE SPECIAL PROVISIONS FOR APPROVAL AND TESTING REQUIREMENTS. SINGLE V-GROOVE WELD LENGTH OF WELD � AWS D1.4 FIGURE 3.2(A) 127� 1. STAGGER WELDED SPLICES AROUND THE COLUMN A MINIMUM DISTANCE OF 1/3 OF THE HOOP CIRCUMFERENCE. 2. WELDING SHALL MEET THE REQUIREMENTS OF WSDOT STD SPEC 6-02.3(24)E. FOR WELD DIMENSIONS, SEE TABLE BELOW. WELDED LAP SPLICES BAR SIZE WELD DIMENSIONS S E LENGTH (L) q5 1446 134e 16" CONCRETE COVER -Xz' SPIRAL OR HOOP REINF, TYP 14 VIEW A NTS 127 1. EACH LEG SHALL BE TIED TO TWO VERTICAL BAR BUNDLES OR TWO SPIRALS. 2. SEE WSDOT STD SPEC 6-19-3(5)B FOR SPACING REQUIREMENTS. DOUBLE V-GROOVE WELD AWS D1.4 FIGURE 3.2(B) MANUAL DIRECT BUTT JOINT DETAILS ALL BACKING SHALL BE REMOVED. SEE SPECIAL PROVISIONS FOR RT TESTING FREQUENCY. WELDED BUTT SPLICE DET, 127� 1. STAGGER WELDED SPLICES AROUND THE COLUMN A MINIMUM DISTANCE OF 1/3 OF THE HOOP CIRCUMFERENCE. BID SET AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERING REQUIREMENTS. l APPROVED BY: NJI DATE APPROVED: 6.21.2023 No. Date: Revision: Completed By: BY: DATE: M. � of wAsry�9 R NOTo y PD,A�dy4#�Z� g'� SSIONAl ti�V D6/2D/23 # C[PYOF f * MR * WASHINGTON 01 ^ �O Jacobs REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT DRILLED SHAFT DETAILS PROJECT NO. CP1603 Designed HZ10/12/ Renewed KK 10/12/22 CONTRACT N0. 21-03 Approved HD 01/23/23 SCALE: AS NOTED WE INCH AT FUL' LSCALE' (IF NOT, SCALE ACCORDINGLY) DRAWING N0. s6103 SHEET 21 OF 41 File: CP1603SB103 DWG FINISHED GRADE TO MATCH EXISTING GROUND WALL 2 E CL STA. 16+52.75 FBACK OF PAVEMENT SEAT DRILLED SHAFT BELOW I � / CL LEFT ,- TRUSS 6„ - 5'-6" 7'-0" 1 7'-O•• ABUTMENT PLAN /AW #4 U BAR AND #4 TIE AT 12" MA #4 AT 12" MAX EACH FACE PILE CAP & DRILLED SHAFT —WALL 1 �1'-4 1/2" #4 L BAR AT 12" MAX CL BEARING APPROACH SLAB #4 #4 SEE SHEET SB112 FOR COMPRESSION SEAL SEAT DETAILS f� #4 U BAR AT 12" MAX #4 TIE AT 12" MAX EDGE OF BRIDGE DECK & CL PILE CAP & DRILLED SHAFT #4 EACH FACE, TYP. CL BEARING CSTC 1 J #4 AT 12" MAX CH FACE CONSTRUCTION JOINT WITH ROUGHENED SURFACE ELEV. 146.50 AT CL BEARING _ SEE SHEET S6107 FOR ANCHOR ROD DETAILS �#66TET AT I2 AMAX 3'-0" CL LINE (PROFILE GRADE I 1.0% AND PIVOT POIN TTT I BUSS T TRUSCE S #6 TIE :12" MAX — 3" 0 WEEP 3'-6" O HOLE, TYP. TYP, I i ' Z�__ #6 4'-0" DIA. DRILLED SHAFT �S #6 STIRRUP AT 12" MAX ELEVATION NTS LOOKING BACK ON STATION a s SCALE: AS NOTED ONE INCH S AT FUL' L SCALE' yy (IF NOT, SCALE ACCORDINGLY) -y File: CP1603Sew DWG CL 3" 0 #6 STIRRUP AT 12" MAX WEEP HOLE SEAL ALL SPACES W/ #5 AROUND APPROVED WATERTIGHT BLOCKOUT, TYP SILICONE SEALANT V « 17"0 BLOCKOUT FOR 12" FUTURE WATER LINE «« We BLOCKOUT FOR 24" D.I. WATER MAIN *«« 10"x6" BLOCKOUT FOR PVC CONDUITS BLOCKOUT FOR FUTURE UTILITY TO BE FILLED WITH EXPANDED POLYSTYRENE AND SEALED WITH WATERTIGHT SILICONE SEALANT -� FINISHED GRADE TO MATCH EXISTING GROUND I \ #6 EACH FACE, TYP\ #6 AT 12" MAX SECTION A NTS SOUTH SIDE SHOWN, NORTH SIDE SIMILAR -TOP OF BLOCKOUT • I WATER PIPE SEAL ALL SPACES W/ APPROVED WATERTIGHT — SILICONE SEALANT CL WATER PIPE CSTC =7*rOR EXPANDED POLYSTYR SELF -EXPANDING BOTTOM OF WATERPROOF FOAM TO 2" CLR, TYP BLOCKOUT FILL ANNULAR SPACE BETWEEN PIPE AND BLOCKOUT BLOCKOUT DETAIL - WATER PIPE NTS REVIEWED BY �. PROJECT MANAGER: ACr[YF a Co bS 6/21/2023 Signature Date WASHINGTON Seth Wickstrom, Project Manager #5 AROUND BLOCKOUT, TYP TOP OF BLOCKOUT i�I PVC CONDUIT, TYP. CL UTILITY PIPE CSTC 777 EXPANDED POLYSTYRENE OR SELF -EXPANDING 2" CLR, TYP BOTTOM OF WATERPROOF FOAM TO BLOCKOUT FILL ANNULAR SPACE BETWEEN PIPE AND BLOCKOUT BLOCKOUT DETAIL - CONDUIT NTS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE AUBU N ENGIN ERI� REQUIREMENTS. J ENTS. BID S APPROVED BY. ATE APPI COAL CREEK SPRINGS TRANSMI MAIN REPLACEMENT PROJECT ABUTMENT 1 DETAILS PROJECT N0. CP1603 :ONTRACT N0. 21-03 DRAWING NO SB104 F$ WALL 2 CL STA. 16+52.75 FBACK OF PAVEMENT SEAT DRILLED SHAFT BELOW WALL 1 0 V-4 1/2" EDGE OF BRIDGE DECK & CL PILE CAP & DRILLED SHAFT BEARING PILE CAP & DRILLED SHAFT #4 L BAR AT 12" MAX CL BEARING APPROACH SLAB #4 #4 SEE SHEET SB112 FOR COMPRESSION SEAL SEAT DETAILS f� #4 U BAR AT 12" MAX #4 TIE AT 12" MAX #5 EACH FACE, TIP. CSTC #5 AT 12" MAX EACH FACE I CONSTRUCTION JOINT CL RIGHT It LEFT WITH ROUGHENED TRUSS TRUSS SURFACE ELEV. 146.08 AT CL BEARING 5'-6" SEE SHEET S8107 FOR ANCHOR ROD DETAILS I 7'-0" 7'-O" #7 AT 12" MAX 14'-0' 1.0% #6 TIE AT 12" MAX ABUTMENT PLAN CL 4HOLE #6 STIRRUP AT 12" MAX NTS W#4 U BAR AND #4 TIE AT 12" MAX- #5 AT 12" MAX EACH FACE GRAVEL BACKFILL FOR WALL FINISHED GRADE TO A « «« ««« MATCH EXISTING 3'-0" 3'-0" GROUND (CIL LINE PROFILE GRADE ` \ 1.0% AND PIVOT POINT ELEV. 152.93 ELEV. 153.07 J #6 EACH FACE, TYP\ 1 ELEV. 138.0 i� I x w U w I / x I ¢ a #6 AT 12' MAX N w iF (i RIGHT CL LEFT SECTION A TRUSS #5, ryP. TRUSS I � NTS ELEV 146.08ELEV AT�BEARING SOUTH SIDE SHOWN, NORTH SIDE SIMILAR 7 SEAL ALL SPACES W/ #5 AROUND # APPROVED WATERTIGHT BLOCKOUT, TYP TOP OF BLOCKOUT � SILICONE SEALANT FINISHED GRADE TO #6 TIE AT 12" MAX #5 AROUND MATCH EXISTING • • WATER PIPE BLOCKOUT, TYP. TOP OF BLOCKOUT GROUND 3" 0 WEEP 3'-6" O a SEAL ALL SPACES W/ HOLE, TYP. P. w APPROVED WATERTIGHT .. PVC CONDUIT, TYP. — i - SILICONE SEALANT - � w CL WATER PIPE � I x UTILITY PIPE N a CSTC CSTC • • of z ORPSELLFDEXPANDING ENE a • • EXPANDED POLYSTYRENE WATERPROOF FOAM TO 2" CLR, TYP BOTTOM OF OR SELF-E%PANDING BLOCKOUT FILL ANNULAR SPACE BOTTOM OF WATERPROOF FOAM TO BETWEEN PIPE AND �#6 2' CLR, TYP BLOCKOUT FILL AN SPACE BLOCKOUT ELEV. 138.0 BLOCKOUTBETEN PIPE AND BLOCKOUT DETAIL - CONDUIT 4'-O" DIA. NTS DRILLED SHAFT BLOCKOUT DETAIL -WATER PIPE PROJECT REF: GRA22-0034 #6 STIRRUP AT 12" MAX « 17"0 BLOCKOUT FOR 12" FUTURE WATER LINE NTS THESE PLANS ARE APPROVED FOR CONFORMANCE «« 30"0 BLOCKOUT FOR 24" D.I. WATER MAIN WITH THE CITY OF AUBURN ENGINEERING ELEVATION 10"x6" BLOCKOUT FOR PVC CONDUITS e^1 REQUIREMENTS. NTS BLOCKOUT FOR FUTURE UTILITY TO BE FILLED WITH ^v-BUILT g I D SET APPROVED BY. EXPANDED POLYSTYRENE AND SEALED WITH DATE APPROVED: LOOKING BACK ON STATION WATERTIGHT SILICONE SEALANT No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION CP1603 Designed HZ 5/6/22 M. PROJECT MANAGER: Renewed KK 10/12/22 ? of WA MAIN REPLACEMENT PROJECT CONTRACT NO. Approved HD 01/23/23 r z Crff OF 7 21-03 5 ° SCALE: AS NOTED m RN Jacobs Signature Date DRAWING No. ONE INCH Poi 5M1] a"�" . ABUTMENT 1 DETAILS SB104 AT FULL I AL ti 0 WASHINGTON (IF NOT, SCALE ACCORDINGLY) SIONAL Seth Wickstrom, Project Manager SHEET 22 1 1/12/24 REVISED ABUTMENT SEAT ELEVATIONS HD Flle: CP1603sBIWDWc L OF 41 FINISHED GRADE TO MATCH EXISTING GROUND - CL STA. 18+fi2.75 BEARING WALL 3 4 W Z CL PILE CAP &DRILLED SHAFT 1 -4 1/2 BACK OF PAVEMENT J DRILLED SHAFT ;WALL V-4 1/2" #4 L BAR AT 12" MAX SEAT J U BELOW # 4 APPROACH S SEE SHEET 2 FOR o COMPRESSIONN SEAL SEAT DETAILS - ¢ #4 U BAR AT 12" MAX #4 TIE AT 12" MA : a EDGE OF BRIDGE DECK & #4 EACH FACE, TYP. / n CL PILE CAP & DRILLED SHAFT a \ I - - - ­- - - CL BEARING #4 AT 12" MAX EACH FACE CSTC ELEV. 145.44 AT CL BEARING SEE SHEET S6107 FOR ANCHOR ROD DETAILS CL LEFT CL RIGHT 11 II. TRUSS S-6: TRUSS AT 5 1/2" MAX CONSTRUCTION JOINT #8 WITH ROUGHENED 5'-6" SURFACE- #6 TIE AT 11' MAX 7'-0" T-o" h 1 n7 1 F 3" 0 WEEP HOLE. TYP. ABUTMENT #4 U BAR AND #4 TIE AT 12" MAX #4 AT 12" MAX EACH FACE A CE zzz 0xz Cx 3'-0" 3'-0" CL LINE PROFILE GRADE 1.0% AND PIVOT POINT ELEV. 151.87 N I J• / \ E U (V � x � w CL LEFT \ / \ RIGHT TRUSS TRUSS #5, TYP. ELEV 44 AT #8 — TYP. #6 TIE AT 11" MAX I a w f U Q w � x Q U Q m w #B ELEV 139.6 I 4'-0" DIA. `r DRILLED SHAFT #6 STIRRUP AT 11" MAX ELEVATION NTS LOOKING FORWARD ON STATION SCALE: AS NOTED ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: CPI603Se1 DWG /I it J CL 3" 0 FINISHED GRADE TO o C WEEP HOLE MATCH EXISTING ` GROUND I C #/EACH FACE, TYP.` J GRAVEL BACKFILL FOR WALL C #6 STIRRUP AT 11" MAX / ELEV. 139.6�- <= _J #8 AT 5 1/2" MAX SECTION �1 NTS \ - / NORTH SIDE SHOWN, SOUTH SIDE SIMILAR _ TOP OF BLOCKOUT PVC CONDUIT, TYP. SEAL ALL SPACES • • W/ APPROVED WATERTIGHT SILICONE SEALANT CL UTILITY PIPE EXPANDED POLYSTYRENE OR TC SELF —EXPANDING WATERPROOF • • FOAM TO FILL ANNULAR SPACE BETWEEN PIPE AND BLOCKOUT BOTTOM OF 2" CLR, TYP BLOCKOUT * 17"0 BLOCKOUT FOR 12" FUTURE WATER LINE ** 30"0 BLOCKOUT FOR 24" D.I. WATER MAIN *** 10"z6" BLOCKOUT FOR PVC CONDUITS BLOCKOUT FOR FUTURE UTILITY TO BE FILLED WITH EXPANDED POLYSTYRENE AND SEALED WITH WATERTIGHT SILICONE SEALANT BLOCKOUT DETAIL - CONDUIT NTS REVIEWED BY �. PROJECT MANAGER: ACr[Y I� 6/21/2023 a■ O C Signature Date WASHINGTON .3 cV Seth Wickstrom, Project Manager 3•-0" #5 AROUND BLOCKOUT, TYP. TOP OF BLOCKOUT SEAL ALL SPACES W/ APPROVED WATERTIGHT WATER PIPE • • ... SILICONE SEALANT CL WATER PIPE EXPANDED POLYSTYRENE OR SELF -EXPANDING �CSTC WATERPROOF FOAM TO FILL ANNULAR SPACE BETWEEN PIPE AND • • BLOCKOUT BOTTOM OF B2" CLR, TYP LOCKOUT BLOCKOUT DETAIL WATER PIPE NTS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OFAUBU NENGIN ERI G REQUIREMENTS. J BID S APPROVED BY. Ndl ,IZATEAPPROVED: COAL CREEK SPRINGS TRANSMI ON PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO. 21-03 DRA'MNG NO. ABUTMENT 2 DETAILS SB105 SH 23 OF 4 F$ FINISHED GRADE TO MATCH EXISTING GROUND� WALL 1'-4 1/2„ 3" 0 WEEP HOLE, TYP. CL STA. 18+62.75 DRILLED SHAFT BELOW 5'-6" 5'-6" 7'-0" T-0" ABUTMENT PLAN _0 NTS WALL 4 1'-4 1/2" EDGE OF BRIDGE DECK & iv —EDGE PILE CAP & DRILLED SHAFT I BEARING #4 U BAR AND #4 TIE AT 12" MAX 1 #5 AT 12 MAX EACH FACE A CE xxx 0 xx r x 3'-0" 3'-0" CL LINE PROFILE GRADE 1.0% AND PIVOT POINT —� ELEV. 1` x CL LEFT CE RIGHT TRUSS #5, TYP. TRUSS 1 #6 TIE AT 11" MAX I 06 STIRRUP AT 11" MAX ELEVATION NTS LOOKING FORWARD ON STATION #8 O 4'-0" DIA. DRILLED SHAFT ELEV 145.03 AT CE BEARING BEARING CE PILE CAP & DRILLED SHAFT 1 �#4 L BAR AT 12" MAX SEE SHEET SB112 FOR I COMPRESSION SEAL SEAT DETAILS— #4 U BAR AT 12" MAX #4 TIE AT 12" MA #5 EACH FACE, TYP.- #5 AT 12" MAX EACH II ELEV. 145.03 AT CL BEARING SEE SHEET SB107 FOR ANCHOR ROD DETAILS #8 AT 5 1/2" MAX I #6 TIE AT 11" MAX U-\ 1 Dx FINISHED GRADE TO MATCH EXISTING GROUND 4EACH FACE, TYP.: IF #6 STIRRUP Al tt / ELEV 139 6 1` #5 AROUND BLOCKOUT, TOP OF BLOCKOUT PVC CONDUIT, TYP. • CE UTILITY PIPE EXPANDED POLYSTYRENE OR SELF -EXPANDING WATERPROOF • FOAM TO FILL ANNULAR SPACE BETWEEN PIPE AND BLOCKOUT BOTTOM OF BLOCKOUT J * 17"0 BLOCKOUT FOR 12" FUTURE WATER LINE ** 30"0 BLOCKOUT FOR 24" D.I. WATER MAIN *** 10z6" BLOCKOUT FOR PVC CONDUITS BLOCKOUT FOR FUTURE UTILITY TO BE FILLED WITH EXPANDED POLYSTYRENE AND SEALED WITH WATERTIGHT SILICONE SEALANT APPROACH SLAB CSTC �I CONSTRUCTION JOINT WITH ROUGHENED SURFACE— ! .. �J U 3" 0 EEP HOLE GRAVEL BACKFILL FOR WALL I #8 AT 5 1/2" MAX SECTION �1 NTS \ - / NORTH SIDE SHOWN, SOUTH SIDE SIMILAR SEAL ALL SPACES W/ APPROVED WATERTIGHT SILICONE SEALANT j 7 CSTC I�22"" CLR, TYP BLOCKOUT DETAIL - CONDUIT NTS Designed I HZ 5/6/22 M. Renewed I KKI 10/12/22 oV way Approved H 01/23/23 yPe NOTo ACIFSCALE: AS NOTEDacobs ONEINCHATAT FULE SCALo5M17 �`WASHINGTON AL (IF NOT, SCALE ACCORDINGLY) SSO AL ti�V 1 1/12/24 REVISED ABUTMENT SEAT ELEVATIONS HD File: CPI603sel OWN; REVIEWED BY PROJECT MANAGER: Signature Date Seth Wickstrom, Project Manager #5 AROUND BLOCKOUT, TYP. TOP OF BLOCKOUT SEAL ALL SPACES W/ APPROVED WATERTIGHT WATER PIPE • • ... SILICONE SEALANT CE WATER PIPE EXPANDED POLYSTYRENE OR SELF -EXPANDING CSTC WATERPROOF FOAM TO FILL ANNULAR SPACE BETWEEN PIPE AND • • BLOCKOUT BOTTOM OF 2" CLR, TYP BLOCKOUT BLOCKOUT DETAIL - WATER PIPE NTS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING AS -BUILT REQUIREMENTS. BID SET APPROVED BY. DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO 21-03 DRAWING NO. ABUTMENT 2 DETAILS SB105 SHEET 23 OF 41 Adjusted stringers to create 1 / slope in lieu of shims. See Bridge Shop Drawing. SHIM DECK PA AS REQUIRED CROSS SLOPE SEE SHEET SB110 FOR UTILITY SUPPORT DETAILS TYPICAL SECTION NTS HSS TOP CHORD (TYP.) '5 VERTICAL POST (P.) ISS BOTTOM CHORD TYP.) AS -BUILT Z1111:1111 17 A MCI Xvl bzll* : � THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. J BID SET APPROVED BY. Ndl DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: M. � of wnsy�9 �Pe NCTo Po` 5M17 �`_ "� AL sSO AL ti�V O6/2O/23 # CIIYOF * WASHINGTON 01 CO REVIEWED BY PROJECT MANAGER: 1$ vA� 6/21/2023 � Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT BRIDGE TYPICAL SECTION PROJECT NO. CP1603 Resigned HZ2 Renewed KK 10/110/12/ 22 CONTRACT N0. 21-03 Approved HD 01/23/23 SCALE: AS NOTEDMR WE INCH AT FUL' LSCALE' (IF NOT, SCALE ACCORDINGLY) DRAWING N0. SB106 SHEET 24 OF 41 File: CP1603SB109 DWG CL ERG ABUTMENT 1 ABUTMENT BACKWALL CL BIRD ABUTMENT 2 +/- V-3" +/_ V3" 1i4' 1i2' I STEEL PLATE, BEARING, kND WELD SIZE TO BE DETERMINED BY BRIDGE MANUFACTURER, (TYP.) 1 5/8" 0 ANCHOR ROD, TYP PLATE II II II II o m I I I I a II II II II � � II II II II � a II II II II II II II II II II II II II II BEARING DETAIL ELEVATION - ABUTMENT 1 NTS NOTE: FLOOR BEAM, CHORDS, AND STRINGERS NOT SHOWN. CL BIRD 1/2"z 17"x 23" II II II II II II II II II II II II II II II II II II II II I I I I I I I I II II II II n BEARING DETAIL ELEVATION -ABUTMENT 2 NTS NOTE: FLOOR BEAM, CHORDS, AND STRINGERS NOT SHOWN. 1 15/16"0 HOLE. (TYP.)— HIGH DENSITY PLASTIC GROUT TUBE — 1/2" OD TUBE SHALL EXTEND TO BOTTOM OF PIPE ABUTMENT (ABUTMENT 1 ONLY) BACKWALL BIRD 1/2"z 23"z 23" TACK WELD 1 5/8" 0 ANCHOR ROD ASTM F1554 GR 105 W/ HEX HEAD NUTS, ASTM A563 GRADE C & WASHER AASHTO M232. DEFORM END THREADS AFTER INSTALLATION (8 TOTAL PER ABUTMENT). dI a STOP OF CONCRETE - 3" 0 STD PIPE (ASTM GR B) OR APPROVED EQUAL (ABUTMENT 1 ONLY) PL 1/2 ANCHOR ROD TEMPLATE HEX NUT ANCHOR ROD DETAIL NTS 5" 2" ��IB ort� \ 2" 5" PL 1/2"z 14"x 22" N I I I m m F N I I ut n m 7"0 HOLE L BRG 7"0 HOLE N 3" 3" 3" 3" 2" 9" 9" 2 N 2 1/2" g" g' 2 1/2" 4"x 1 15/16" SLOTTED 1 11/16"0 HOLE, ANCHOR ROD TEMPLATE - ABUTMENT 2 HOLE, (TYP.) (TYP.) ANCHOR BASE PLATE - ABUTMENT 2 NTS PROJECT REF: GRA22-0034 ANCHOR BASE PLATE - ABUTMENT 1 ANCHOR ROD TEMPLATE ABUTMENT 1 NTS THESE PLANS ARE APPROVED FOR CONFORMANCE NTS NTS WITH THE CITY OF AUBU NENGIN ERI G AS -BUILT REQUIREMENTS. BID SET APPROVED BY. DA.EAPPROVED. No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION CP1603 Resigned HZ 10/12/ M. PROJECT MANAGER: MAIN REPLACEMENT PROJECT Renewed KK 10/12/22 � DF w^�iq 'k .�— CONTRACT N0. Approved HD 01/23/23 �Pe NCTo C[I'YOF f * 7 6/21/2023 21-03 SCALE: AS NOTED Signature Date o�NE INCH Jacobs DRAWING N0. AT FUL' LSCALE' Po` 5M17 �`_ "� WASHINGTON BRIDGE BEARING DETAILS SB107 (IF NOT, SCALE ACCORDINGLY) SSO AL ti�O Seth Wickstrom, Project Manager SHEET 25 File: CP1603SB107 DWG 1 06/20/23 1 1 1 1 OF 41 205 DECK PANELS ® mil'-0 1/4" SPA. = 209'-8 1/2" PLAN - BRIDGE DECK PANELS NTS FRP DECK PANEL Adjusted stringers to create ! % slope in lieu aN of shims. See Bridge Shop Drawing. STRINGER, TYP. N 8 3" SECTION A NTS 1'-0" N N SECTION B NTS NGER, TYP. NOTES 1. FRP DECK PANELS SHALL RECEIVE A NON —SLIP OVERLAY PER SPECIAL PROVISIONS. 2. INSTALL DECK PANELS WITH A Ys" OPEN JOINT BETWEEN THEM. PROJECT REF: GRA22-0034 AS -BUILT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. J BID SET APPROVED BY. Ndl DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: M. � of wnsy�9 �Pe NCTo PD` 5M17 G� '�� AL AL ti�V 06/20/23 # CIPY OF * WASHINGTON 51 Jacobs REVIEWED BY PROJECT MANAGER: �1L�- vA� 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT BRIDGE DECK PANEL DETAILS PROJECT NO. CP1603 Resigned HZ2 Renewed KK 10/110/12/22 CONTRACT N0. 21-03 Approved HD 01/23/23 SCALE: AS NOTED o�NE INCH AT FUL' LSCALE' (IF NOT, SCALE ACCORDINGLY) DRAWING N0. SB108 SHEET 26 OF 41 File: CP1603SBIW DWG BK. OF PAV'T. SEAT EDGE OF BRIDGE DECK BRIDGE APPROACH SLAB BACKWALL I r BRIDGE ELEVATION - PEDESTRIAN RAILING ON RETAINING WALL NTS BALUSTERS NORMAL TO GRADE. TOP & BOTTOM RAILS PARALLEL TO GRADE. rl ■ POST h" AT TYP. RAIL SPLICE 3Y" 2Yii"O STD. PIPE 7" TYP. 1 }�" INTERMEDIATE BALLUSTERS 2"0 STD. RAILING SPLICE 1 " [.-4 1?� EXPANDED INTO RAIL FOR EXTRUSION. DRILL N-0 I I TIGHT FIT. HOLE FOR %" DRIVE PIN CL DRIVE PINS- I AT LOCATION SHOWN: EACH END J L V'O DRIVE I I I BREAK EDGE i X6" X 45 (TYP.) s 1"0 STD. PIPE TOP & RAIL DETAIL G NITS F$ 2h"O STD. PIPE 2"0 STD. RAILING SPLICE EXTRUSION. DRILL %"0 HOLE FOR V' DRIVE PIN AT LOCATION SHOWN. CL WO DRIVE _I-V" MIN. 946" MAX. 36" MIN. ¢" MAX. RAILING & BALUSTER SECTION %B� NTS OPTION #1 \ - *LOCATE ON OPPOSITE SIDE OF TRAFFIC DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. SCALE: AS NOTED ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: CP1603SBIW DWG 1"0 STD. PIPE r � ■ ON t FICAL VAL CAP PO rL TRUSS VERTICAL MEN Ili WE IlMIN �■ ■ �■ ■i M■ �i �i �■ = �S TOP OF TRUSS TOP OF BRIDGE DECK STRINGER ELEVATION - PEDESTRIAN RAILING ON BRIDGE NTS POSTS NORMAL TO GRADE. RAILS PARALLEL TO GRADE. F7:7i_C DRIVE PIN DETAIL NTS SLOTTED TYPE SPRING PIN (ANSI B18.8.2) ALUM. BAR 7A6 X 1 X 0'-1% (2 REQ'Q PER PIPE RAILING SPLICE) _I-i4" MIN. 946" MAX. 3f6" MIN. MAX. RAILING & BALUSTER SECTION %B1 NITS OPTION #2 - *LOCATE ON OPPOSITE SIDE OFF TRAFFIC DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. .3acobs REVIEWED BY PROJECT MANAGER: Signature 6/21/2023 Date Seth Wickstrom, Project Manager SLOT NOTES 1. PEDESTRIAN RAILING ON BRIDGE TO BE DESIGNED BY BRIDGE MANUFACTURER. PEDESTRIAN RAILING ON RETAINING WALL TO BE PIPE RAILING. 2. PIPE RAILING AND PIPE RAILING SPLICES SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT MORE THAN 4004F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE. 3. SHOP DRAWINGS OF PIPE RAILING SHALL BE SUBMITTED AS A TYPE 2 WORKING DRAWING SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE SHOP DRAWINGS FOR ALL COMPONENTS. 4. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 5. WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION 9-28.14(3). 6. ALL ALUMINUM PARTS SHALL BE GIVEN A *[CLEAR OR BRONZE] ANODIC COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH. 7. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE. 7J- MATERIAL PART SPECIFICATION RAILS & ASTM B221-6005-T5, 6005A-T5 z BALUSTERS OR ASTM B241-6061-T6 � STRIP ASTM 8221-6005-T5 STANDARD SPECIFICATION SECTION ANCHOR BOLTS, 9-06.5(4) GR. 36 NUTS & WASHERS (GALVANIZE IN ACCORDANCE WITH AASHTO ur SPECIFICATION M 232) DRIVE PINS ASTM A276 OR A240 TYPE 302 STAINLESS STEEL WALL m m x PEDESTRIAN a p RAILING rc a BACK OF PAVEMENT SEAT N J CE POST a Y a m e 0 m PLAN - PEDESTRIAN RAILING ON ABUTMENT BACKWALL NTS AS -BUILT BID SET PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI�G REQUIREMENTS. J APPROVED BY. Ndl DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT PEDESTRIAN RAILING DETAILS PROJECT NO. CP1603 21-03 DRAWING NO. SB109 SHEET 27 OF 41 F$ CIE LINE & CL STRUCTURE CL 2" 0 AND 3" 0 CL 24" 0 D.I. WATER MAIN CL 12" 0 FUTURE PVC CONDUIT D.I. WATER LINE I I I 3'-0" 3'-0" I 1 1 —5' I k 0'-5" 1 1 I USE NEXT LARGER TRADE SIZE CONDUIT 4" Was used 10 ntake it THAT ALLOWS FOR FREE MOVEMENT OF Work with the or at B INNER CONDUIT, (TYP.) — PIE 1/2x4 W/ 2— 7/8"O HOLES FOR 3/4"0 HANGER RODS, (TYP.) I %4" 0 HANGER RODS WITH 6 HEX HEAD NUTS AND LOCK WASHERS (TYP.) I I I A I I I NOTES: 1. ALL UTILITY HANGERS AND UTILITY SUPPORTS SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M 111 OR AASHTO M 232. 18'—O" LAYING LENGTH (TYP.) TRUSS VERTICAL AND PIPE SUPPORT (TYP.) VIEW A NTS 3" 2x4"sleeves MIN NEXT LARGER TRADE SIZE PVC CONDUIT, TYR ANVIL PIPE ROLL STA D FIG. 271 OR APPROVED EQUAL, (TYP.) 2 — ��" DIA. UFIBOLTS ANVIL U—BOLT FIG. 137 OR 2 — 1' DIA. U—BOLTS APPROVED EQUAL WITH 4 HEX ANVIL IFIG. 137 OR HEAD NUTS AND LOCK WASHERS APPROVED EQUAL WITH 4 HEX PVC CONDUIT, TYP HEAD NUTS AND LOCK WASHERS HANGER UTILITY SUPPORT NTS VIEW rB AS -BUILT NTS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. BID SET APPROVED BY. DATE APPROVED: No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION CP1603 Designed HZ KK10/12/ M. PROJECT MANAGER: MAIN REPLACEMENT PROJECT Renewed KK 10/12/22 � DF w^�iq 'k �.���— CONTRACT N0. Approved HD 01/23/23 �Pe NCTo CITY OF f * 7 6/21/2023 21-03 SCALE: AS NOTEDMR Signature Date WE INCH CO DRA'MNG N0. AT FUL' LOCALE' PD` SM�� G�'�� "` WASHINGTON UTILITY HANGER DETAILS SB110 AL (IF NOT, SCALE ACCORDINGLY) SSOAl, ti�V Seth Wickstrom, Project Manager SHEET 2$ File: C11603Se110 DWG 06/20/23 OF 41 VARIES AP4 a �s GENERAL NOTES: B B 1. ALL EDGES OF BRIDGE APPROACH SLAB SHALL HAVE 1/2" RADIUS. 2 THE MINIMUM LAP SPLICE OF #5 15 2'-0",#5 IS 2'-6",V#6 IS 3'-0", AND #8 IS 3'-3". ALL LAP SPLIC S SHALL BE STAGGERED SO THAT NO MORE THAN 50% OF REBAR IS SPLICED THAT THE SAME LOCATION. LAP SPLICES SHALL BE LOCATED WITHIN THE MIDDLE HALF OF THE APPROACH SLAB. OPTIONAL SPLICES ARE ALLOWED FOR MET #6. BRIDGE APPROACH SLAB BRIDGE BRIDGE BRIDGE APPROACH SLAB BACK OF 1k; 1�1 BACK OF j� PAVEMENT ao rA o PAVEMENT n SEAT SEAT 0 II N � in O II ® O 0 N m m iF ik � CL LINE ® °' ® CL LINE ED m F 0_ m ^m a� < G- fN \ U O a ¢ D ¢ n ¢ ® ¢� nof n- n n Nm a 2 APS ®#5 w m ¢ A ® 2 APS ®#5 ¢ 2" AP4 ® #6 TOP ® 1'-O" MAX & 2^ 2- AP4 ® 6 TOP 01'-0" MAX & 2- [AP-3]#5 BOTTOM ® 9" MAX & � � AP31 #5 BOTTOM ® 9" MAX & AP10 #5 ® 1'-0" MAX AP10 #5 ® V-0" MAX ABUTMENT 1 PLAN ABUTMENT 2 PLAN added op and bottom NTS NTS and Ubartadjusted for added length of slab. TRAIL BRIDGE APPROACH SLAB BRIDGE �m SEE "APPROACH SLAB ANCHOR I w � /�AP4 v #6 AP2 IF #5 � DETAIL" ON SHEET 56112 BENDING DIAGRAM 1.-0. J TOP OF `� ABUTMENT AP7 'O y I M n 7r AP9 1 10" AP10 ALL DIMENSIONS ARE OUT -TO -OUT n = EPDXY COATED REINFORCING STEEL SCALE: AS NOTED ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) File: CPI603Se111 DWG SEE "TRAIL JOINT DETAIL" ON SHEET SB112 AP3 #5 ® # SECTION A NTS WIN© MIN STC #5 SE1115 SECTION B NTS Jacobs REVIEWED BY PROJECT MANAGER: Signature CRUSHED SURFACING TOP COURSE AP7 COMPACTED DEPTH OF 0.2' OR MATCH DEPTH OF TRAIL SECTION �— P11 #5 - AP10 #5 6/21/2023 Date Seth Wickstrom, Project Manager AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI 1G REQUIREMENTS. J BID SET APPROVED BY. Ndl DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT nrwmnnT NO 21-03 DRAWING NO. APPROACH SLAB DETAILS SB111 SHEET 29 OF 41 NORMAL TO CONSTR. 1 3/4" 0 64' F 1 5/8" 0 80' F RyYTURE OF DRE AT OF FORMING VSION JOINT TOP OF ABUTMENT BACKWALL TOP OF BRIDGE DECK BRIDGE _ BRIDGE APPROACH SLAB BRIDGE BRIDGE APPROACH SLAB 10" 10" BRIDGE APPROACH SLAB 3 1/ 2 REINFORCEMENT 3 1/2" BRIDGE APPROACH SLAB 3/8" RADIUS MAX I MAY REINFORCEMENT IA\ 1 M7 :1:iIHH:fflJJ:i�L[N:b7lali THICKENED EDGE REINFORCEMENT APB #5 0 1'-0" PLACED IN ABUTMENT (BARS MAY BE FIELD BENT) e AP9 #5 0 1'—O" PLACED IN ABUTMENT (BARS MAY BE FIELD BENT) APPROACH SLAB ANCHOR TYPICAL DETAIL APPROAC LAB ANCHOR DETAIL NTS AT THI FNFII F=nr.F 1 /2" TOP OF BRIDGE SEE WSDOT STANDARD PLAN A-40.20 APPROACH SLAB DETAIL 7 FOR JOINT DETAILS STOP OF TRAIL TRAIL J T DETAIL FULLY COMPRESSED SEAL HEIGHT, VERIFY PRIOR TO CONCRETE CONSTRUCTION ELASTOMERIC COMPRESSION COMPRESSION SEAL DETAIL NTS D.S. BROWN WATSON BOWMAN ACME SEAL WIDTH SEAL WIDTH CV-3000 3" WA-300 3" NITS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. BID S APPROVED BY. ATE APPROVED: No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMI ON J Designed HZ 5/6/22 M. PROJECT MANAGER: MAIN REPLACEMENT PROJECT Reviewed KK 10/12/22 DF w^�iq 'k�— Approved HD01/23/23 �Pe NCTo C[1YOF f * 7 6/21/2023 SCALE: AS NOTED Jacobs Signature Date ONE INCH MR ATFUL' LSCALE' PDA �1El1GG'� WASHINGTON APPROACH SLAB & EXPANSION JOINT DETAILS (IF NOT, SCALE ACCORDINGLY) SIONAL Seth Wickstrom, Project Manager Flle: CPI60sssl12 DWG 06/20/23 F$ BRIDGE _ BRIDGE APPROACH 10" 3 1/2' BRIDGE APPROACH SLAB REINFORCEMENT MAX I AP9 #5 ® 1'-0" PLACED IN ABUTMENT (BARS MAY BE FIELD BENT) APPROACH SLAB ANCHOR TYPICAL DET NTS 1 /2" BRIDGE BRIDGE APPROACH SLAB 10"BRIDGE y 3 1/2" REINFORCEMENTCH SLAB BRIDGE APPROACH SLAB THICKENED EDGE REINFORCEMENT � AP9 #5 0 1'—O" PLACED IN ABUTMENT (BARS MAY BE FIELD BENT) APPROACH SLAB ANCHOR DETAIL AT THICKENED EDGE NTS CONSTR. NORMAL TO 3" III 2 3/4- @ 80-80' F TOP OF ABUTMENT BACKWALL TOP OF BRIDGE DECK ELASTOMERIC TEMPERATURE OF STRUCTURE AT TIME OF FORMING EXPANSION JOINT TOP OF BRIDGE DECK FULLY COMPRESSED SEAL HEIGHT, VERIFY PRIOR TO CONCRETE CONSTRUCTION BAR 6 X 1/4 X 8'-0 J COMPRESSION SEAL DETAIL ABUTMENT 2 NTS A CONSTR. NORMAL TO OF SEAL 1 3/41, TEMPERATURE OF 1 1/2" ®64 F STRUCTURE AT TIME OF FORMING 1 3/8" 0 80' F EXPANSION JOINT CHAMFER ELASTOMERIC SEE WSDOT STANDARD PLAN A-40.20 \\\tlll�\ TOP OF BRIDGE FULLY COMPRESSED SEAL COMPRESSION APPROACH SLAB DETAIL 7 FOR JOINT DETAILS HEIGHTNERIFY PRIOR TO SEAL STOP OF TRAIL CONCRETE CONSTRUCTION SUBGRADE TRAIL JOINT DETAIL NTS 1/12/24 RFI #11 - COMPRESSION SEAL DETAILS SCALE: AS NOTED ONE INCH AT FUL' L SCALE' (IF NOT, SCALE ACCORDINGLY) HD File: CPI603SB112 DWG 000=4 IIIIIIII t ON • I;■,' ■� TAY • REVIEWED BY PROJECT MANAGER: .3acobs I Signature Date Seth Wickstrom, Project Manager BAR 6 X 1/4 X 8'-0 -DETAIL `ABUTMENT 1 )Q NTS PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING A& B U I LT REQUIREMENTS. BID SET APPROVED BY. DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO 21-03 DRAWING NO. APPROACH SLAB & EXPANSION JOINT DETAILS SB112 SHEET 30 OF 41 NOTES 1. SEE WSDOT STANDARD PLAN L30.10 FOR DETAILS NOT SHOWN. m SECURITY GATE - PLAN NTS GATE POST PEDESTRIAI I CL LINE & CL STRUCTURE SECURITY GATE - ELEVATION NTS 3 1/2" DIA. GATE POST SLOPE GROUT TO DRAIN 6" DIA. SCH 40 PVC SLEEVE, FILL WITH GROUT EXPANDED POLYSTYRENE IN EMBEDDED SECTION OF POST POST ANCHORAGE DETAIL 1 NTS 2. MATERIALS SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTION 9-16. BID SET AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G REQUIREMENTS. J APPROVED BY. Ndl DATE APPROVED: No. Date: Revision: Completed By: BY: DATE: M. � of wnsy�9 �Pe NCTo PD` SM�� G�'�� AL AL ti�O 06/20/23 # CIPY OF * MRGTON 7 Jacobs REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Date Seth Wickstrom, Project Manager COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PROJECT SECURITY GATE DETAILS PROJECT NO. CP1603 Resigned 10/ Renewed KK KK 10/12/212/22 CONTRACT N0. 21-03 Approved HD 05/15/23 SCALE: AS NOTED o�NE INCH AT FUL' LSCALE' (IF NOT, SCALE ACCORDINGLY) DRAWING N0. SB113 SHEET 31 OF 41 File: CP1603SB113 DWG W 50- FILL— FILL — new bollard location Ey � 24" W— ,6kp0 BEGIN WALL 1 CL STA 16+10.65, 5.63' LT 9� EASEMENT 15'-0" APPROACH SLAB WALL 1 — UD UD UD WALL 2 0 ty_--__ty --- y---/—w-----W-----W-----W-- _',N-----W— PLAN SCALE: 1" = 5' BLOCK RETAINING WALL WITH PEDESTRIAN RAILING END WALL BEGIN WALL CL STA 16+50.25, 5.63' LT CL STA 16+10.65, 5.63' LT 1601 I i i i i i i r 160 ELEV 152.84 EL V 152.99 155 TOP OF WALL 155 2"0 & 3"0 PVC CONDUITS --- ----- ---- --e__ �� _ 24"O WATER MAIN — --- ---- -- 2 150 — --- — -- ------ ---- ---- ---- ----- ---- — — 150 2 UDC FINISHED GROUND H" AT FRONT OF WALL 12"0 WATER LINE U 145 LID 74 BOTTOM OF WALL BOTTOM OF WALL CL STA 16+16.28 2'-0" MIN EMBEDMENT EXISTING GROUND AT ELEV 148.3 ELEV 146.7 FRONT OF WALL \ 140 140 BOTTOM OF WALL ELEV 143.0 WALL 1 - ELEVATION SCALE: 1" = 5' NOTE: LOOKING NORTH AT BACK FACE OF WALL. SCALE: AS NOTED ONE INCH AT FULL SCAL (IF NOT, SCALE ACCORDINGLY) File: CPieaasw10GDwG BC EL NOTES: I I 1. WALL HORIZONTAL ALIGNMENT AND WALL WORKLINE ARE TO BACK OF SIDEWALK. VALL 1 A 16+50.25, 5.63' LT ^o ^ro 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. A/BUTME/NT I f-12" Wl- 12" W— UQ I I I OHWM END WALL 2 CL STA 16+50.25, 5.63' RT W— — ---W'----W'-----—__ �-WT--tW --7--W- BLOCK RETAINING WALL VA117U 0Dnc070IAkI DAu Ikir_ END WALL CL STA 16+50.25, 5.63' RT BEGIN WALL 5.63' RT CL STA 16+10.65, 160 160 TOP OF WALL TOP OF WALL ELEV 152.84 ELEV 152.99 155 TOP OF WALL 155 2"0 & 3"0 PVC CC FINISHED GROUND AT FRONT OF WALL Cd TTOM OF WALL UD UD 12"0 WATER l =V 148.6 U UD 145 1 u BOTTOM OF WALL CL STA i6+19.91 ELEV 146.8 2'-0" MIN EXISTING GROUND AT BOTTOM OF W EMBEDMENT FRONT OF WALL ELEV 144.2 140 140 .Jacobs NDUITS 41N 2 0 INE ILL WALL 2 - ELEVATION SCALE: 1" = 5' 5 2.5 0 5 10 NOTE: LOOKING NORTH AT FRONT FACE OF WALL. REVIEWED BY PROJECT MANAGER: 6/21/2023 Signature Date Seth Wickstrom, Project Manager SCALE IN FEET PROJECT REF: GRA22-0034 AS- B U I LT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU U ENGIN ERI G REQUIREMENTS. BID SET APPROVED BY: DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO. 21-03 DRAWING NO. RETAINING WALLS 1 & 2 SW100 PLAN AND ELEVATION SHEET 32 OF 41 CL STA 18+65.25, 5.63' RT CL STA 18+92.54, 5.63' RT PLAN SCALE: 1" = 5' �\". BLOCK RETAINING WALL CL STA 18+65.25, 5.63' LT CL STA 18+92.54, 5 63' LT /' TOP OF WALL 155 TOP OF WALL ELEV 151.93 TOP OF WALL ELEV 15,80� 2"0 & 3"0 PVC CONDUITS 24"0 WATER MAIN FINISHED GROUND AT FRONT OF WALL 150 -- — —_-- — — — — — — — -- 150 UD — —__ __— -- 12"O WATER LINE 2a 145 4i UD 2-0" EMBE MIN MENT OF WALL EXISTING GROUND 145 2 BOTTOM OF WALL ELEV 148.4 AT FRONT OF WALL 140 140 a4aTiENxO WALL 3 - ELEVATION SCALE: 1" = 5' NOTE: LOOKING NORTH AT BACK FACE OF WALL. SCALE: AS NOTED ONE INCH AT FULL SCAL (IF NOT, SCALE ACCORDINGLY) File: CPl6wSwt0t DwG 135 li o 10 CL STA 18+65.25, 5.63' RT a4aT&&111:191 BLOCK RETAINING WALL FINISHED GROUND AT FRONT OF WALL — ---- — — — — ----- -- — —� - UD .Jacobs MIN ` BOTTOM OF WALL NOTES: 1. WALL HORIZONTAL ALIGNMENT AND WALL WORKLINE ARE TO BACK OF SIDEWALK. 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. ELEV 151.80 / 55 TOP OF WALL 2"0 & 3"0 PVC CONDUITS 24"0 WATER MAIN 150 12"0 WATERLINE rBOTTOM WALL 145 2 ELEV 147.7Ed EXISTING GROUND AT FRONT OF WALL 140 WALL 4 - ELEVATION SCALE: 1" = 5' NOTE: LOOKING NORTH AT FRONT FACE OF WALL. REVIEWED BY PROJECT MANAGER: Signature 6/21/2023 Date Seth Wickstrom, Project Manager 5 2.5 0 5 10 SCALE IN FEET PROJECT REF: GRA22-0034 AS -BUILT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU U ENGIN ERI G REQUIREMENTS. BID SET APPROVED BY: DATE APPROVED: COAL CREEK SPRINGS TRANSMISSION PROJECT CP1603 MAIN REPLACEMENT PROJECT CONTRACT NO. 21-03 CRANING NO. RETAINING WALLS 3 & 4 SW101 PLAN AND ELEVATION SHEET 33 OF 41 L POST CONCRETE 6• 10'-0" TYP TRAIL PEDESTRIAN RAILING — cD I -� -� 4" CEMENT CONCRETE SIDEWALK WALL WORK LINE 1% BLOCK 1 // 1 TPVC CONDUITS RETAINING 1 L_/. WALL 1 CSTC 12" 6 6" DRAIN PIPE TO FACE �J- - WATER - OF WALL CONNECTED TO LINE UNDERDRAIN AT BOTH 81,r ENDS OF WALL OUTFALL TO SLOPE IN FRONT OF ABUTMENT 24" 0 WATER I z GRAVEL MAIN iv BORROW BOTTOM OF WALI LIMIT OF GRAVEL BACKFILL FOR WALL (TYP.) GEOTEXTILE FOR UNDERGROUND 310" DRAINAGE W/ 1'-0" MIN. LAP (TYP.) SECTION NTS SW100, SW101 CL 2 1/2" DIA. PIPE POST 6" 3/4" DIA. DRAIN HOLE, LOCATE ALONG TOP OF CONCRETE SLOPE GROUT TO DRAIN CONCRETE SIDEWALK #4 ® 15" 4 1/2" DIA. SCH 40 #4 ® 18" O.C. PVC SLEEVE, FILL WITH Q GROUT v d / o a z I E dj d EXPANDED POLYSTYRENE IN N4 ® 15" O.C. EMBEDDED SECTION OF POST If— #4 (TYP,) Lel I- 6" UNDERDRAIN PIPE W/ 7 GRAVEL BACKFILL FOR DRAIN (TYP.) CSTC LEVELING PAD (TYP.) TOP OF WALL ELEVATION - 1'-4" MIN. THICKENED EDGE' EXISTING GROUNDAT FRONT FACE OF WALL BOTTOM OF WALL 6" CSTC J 1 -6" LEVELING PAD JJ 2'-0" MIN. BENCH EMBEDMENT TYPICAL BLOCK DIMENSIONS 8" STEP (TYP.) PARTIAL WALL ELEVATION NTS SEE SHEET SB109 FOR PEDESTRIAN RAILING DETAILS NO 0 J 3 ¢W FINISHED GRADE 1 •-0" AS -BUILT PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBU NENGIN ERI G DETAIL REQUIREMENTS. J NTS - BID SET APPROVED BY. Ndl DATE APPROVED: No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMISSION CP1603 Resigned KK 10/12/ M. PROJECT MANAGER: MAIN REPLACEMENT PROJECT Renewed KK 10/12/22 � GF w^�iq 'k — CONTRACT N0. Approved HD01/23/23 �Pe NCTo (TIYOF f * 7 6/21/2023 21-03 SCALE: AS NOTED Signature Date o�NE INCH Jacobs DRAWING NO. AT FUL' LOCALE' PD` SM�� G�'�� "` WASHINGTON RETAINING WALL DETAILS sw102 (IF NOT, SCALE ACCORDINGLY) SSIONAl, ti�V Seth Wickstrom, Project Manager SHEET 34 File: CP1603SW102DWG 06/20/23 OF 41 Removed from project 1. REVIATIONS, NOTES, AND LEGEND ARE SPECIFIC TO THE LWM DRAWINGS. FOR SITENDE ABBREVIATIONS, NOTES, AND LE S, SEE DRAWING GN002. 2. BASEMAPPI BASED ON 03/16/22 SURVEY COLLECTED BY THE CITY OF AUBURN AND SUPPLEMENTED BY 2020 UDAR COLLECTED B NG COUNTY. 3. ALL WOOD USED IN LWM STRUCTURE ARE TREES REMOVED AS PART OF THE COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT PRO T. FERER TO SHEET CT101 FOR TREE REMOVAL. APPROX. APPROXIMATELY HVF HIGH VISIBILITY FENCE LWM LARGE WOODY MATERIAL OHWM ORDINARY HIGH WATER MARK SFHA SPECIAL FLOOD HAZARD AREA LEGEND: XX EXISTING MAJOR (5') CONTOUR EXISTING MINOR (1') CONTOUR ORDINARY HIGH WATER MARK EDGE OF WATER (SURVEYED) STRAW WATTLE HIGH VISIBIDTY FENCE v— SILT FENCE SPECIAL FLOOD HAZARD AREA PROPOSED LWM WITH ROOTWAD PROPOSED LWM NO ROOTWAD — — — — TOE OF LEVEE (APPROX.) ❑X TREE NUMBER CI WATER SURFACE ELEVATION F / 7-' Il I I I AUBURN CGOLF OURSE AUBURN MUNICIPAL AIRPORT F o O on WWI 'all AN COAL CREEK SPRINGS TRANSMISSION LINE REPLACEMENT FARM PARK \A e TION MAP LOCATION MAP o SCALE: V = 250' PROJECT SITE PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE X WITH THE CITY OF AUBURN ENGINf ERING VICINITY MAP REQUIREMENTS. BID S E APPROVED BY: SCALE: 1' = 2500' TE APPROVED: 6.21.2023 No. Date: Revision: Completed By: PROJECT NO. o BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMIS N CP1603 M $ Designed Bsw ONIs 22 µ Wr PROJECT MANAGER: w Reviewed Kw ua,B o22 P�e�oFwASHtl�3 * *��- MAIN REPLACEMENT PROJECT CONTRACT NO. w8 Egg Approved KW 01/23/N23 'f * s/2y2D23 21-03 a3 SCALE: AS NOTED *CnYOF_ IaCO S Signature Date LARGE WOODY MATERIAL 0 oNE INCH :4 a \/ DRAWING N0. ff 'AT FULL SCALEI O.�, SB�,STEpOpG�CV WASHINGTON GENERAL NOTES & LEGEND cs100 (IF NOT, SCALE ACCORDINGLY) ONrAL E Seth Wickstrom, Project Manager SH 35 o 06/21/23 OF 4 File: W1603C5100AWG Removed from project 0 ss ur) �6Q EDGE OF WATE AS CAPTURED BY MARCH p O 2022 SURVEY BY ITY OF AUBURN APPROXIMATE WHITE RIVE CENTERUNE O o Ln INSTALL SILT FENC ER GTY OF AUBURN STD DETAIL E-02.1 \\Y// o s D } / 55' s '6S O 0 O • SFHA 0�(D`O O / 167.12 o / J� s� o I �} POTENTIAL L I'DOWN AREA O 7si 30, O ON A EL 68.1 } a INSTALL SILT FENCE PER CITY OF AUBUR STD DETAIL E-02.1 APPRO TE CC FOR 0 LWM C EN O APPROXIMATE EDGE OF TRA } O O O } O 7, S AP OXIMATE TOE OF LEVEE O INSTALL WATTLE COMPOST SOC PER BMP C2351 PLAN /� SITE PREPARATION AND TESC NOTES: SCALE: 1° =10' �"� 1. PLACE HIGH VISIBILTY FENCING AROUND PROJECT AND LAYDOWN AREAS. FENCE IS SHOWN PHICALLY ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO ISOLATE THE WORK AREA. 10 5 0 10 20 2. THE IMPLEMENATION OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR TIL ALL CONSTRUCTION IS APPROVED. 3. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES UPON C PLETION OF THE PROJECT. SCALE IN FEET 4. TREES ON SITE ARE NOT TO BE REMOVED. ANY TRIMMING TO BE DONE THE DIRECTION OF A CERTIFIED ARBORIST. 5. TOE OF LEVEE IS APPROXIMATE, BASED ON TOPOGRAPHY. PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINf ERING REQUIREMENTS. B I D S E APPROVED BY: ATE APPROVED: 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMI ON PROJECT NO. Designed esw asl3rzozz µ Wr PROJECT MANAGER: CP16�3 wn=E„`N f* ,�� — MAIN REPLACEMENT PROJECT Reviewed Kw e5/16I2022 CONTRACT NO. Approved KW ov23rmz3 rP�V _ .. * 6/21/2023 21-03 MAYA Signature Date LARGE WOODY MATERIAL SCALE: AS NOTED m Jacobs DRAWING NO. ATFULLSCALEI pO.oRNp�TEiOG�+4j� HINGTON SITE PREPARATION AND TESC PLAN cs102 (IF NOT, SCALE ACCORDINGLY) �sSIONAL tiNG Seth Wickstrom, Project Manager SH 37 17 06/21/23 OF 4 File: MW3CS102AWG Removed from project ' O e /TFR�fi APPROXIMATE WHITERIVER CENTERLINE `� °w FR •� SFHA EL 166.87 jb, 7 9.5 9.3 8 EDGE OF WATER AS CAPTURED MARCH 2022 SURVEY BY CITY OF BURN CS301 21 10 #7�� 7 I 29 24.1 lr 1s 13 31 9.2 6 s y 76 ywM 32 O 1 B 2 CS301 9 r1 23 4 24.2 3 y1y, 0 G `1 1s0 9.4 1 OFHA 30 G EL. 1 2 OUNDAR F 2022 J,O Y BY AUBURN O PPRO ATE T O PPROXIMATE SEEDING ARE PLAN /� LARGE WOODY MATERIAL NOTES: SCALE: 1" = 5' �"� 1. LWM STRUCTURE TO BE BUILT IN LIFTS. SEE DRAWING CS501 FOR ADDITIONAL INFORMATION. 5 2.5 0 5 10 2. NON—STRUCTURAL WOOD (COTTONWOOD AND ALDER) AND SLASH TO BE INCORPORA INTO STRUCTURE VOIDS BETWEEN LAYERS. NOT SHOWN IN PLAN VIEW FOR CLARITY. 3. LARGE WOODY MATERIAL STRUCTURE TO BE SURFACE —PLACED, SELF—BALLAS AND FIELD FIT. FINAL LOG ORIENTATION TO BE DETERMINED BY THE ENGINEER. SCALE IN FEET 4. NO EXCAVATION OR FILL TO OCCUR BELOW OHWM. 5. LARGE WOODY MATERIAL TO BE PLACED OUTSIDE OF LEVEE PRIS PROJECT REF: GRA22-0034 6. ❑X DESIGNATES TREE NUMBER. SEE LARGE WOODY MATERI ABLE ON DRAWING CS501 FOR TREE SPECIES AND SIZING. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGIN ERING 7. LWM WITH ROOTWADS WILL GENERALLY BE PLACED ROOTWADS FACING UPSTREAM. REQUIREMENTS. 8. AREAS DISTURBED BEYOND TOE OF LEVEE TO RESTORED AS SHOWN ON SHEET CS104. BID SE APPROVED BY: TE APPROVED: 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMIS N PROJECT Designed BSW o2n 3/2E µ, PROJECT MANAGER: CP'1603 �DFWAS/Iq. H� * � - MAIN REPLACEMENT PROJECT Reviewed KIN 05/18/2022 CONTRACT N0. AOWAASTH4TNrTOM 216< /zaz3 Date LARGE WOODY MATERIAL 21-03 SCALE: AS NOTED ,,aeobsSignature NO. ONE INCHDRAWNG 'ATFULLCALE PLAN VIEW CS103 (IF NOT, SCALE ACCORDINGLY) SSIONALG Seth Wickstrom, Project Manager SHE 8 17 06/21/23 OF 41 File: wieoaMWMWG Removed from project 0 155 L Ln L L 76� LL LL L LLL L. LL EDGE OF WATE AS CAPTURED BY MARCH p LLL 'so, 2022 SURVEY BY ITY OF AUBURN APPROXIMATE WHITE RIVE CENTERUNE LLL O 1 L L L L L L L L76s ADJUST SPACING AND INTERSPERSED 7 l` L L 1 AROUND THE LARGE WOODY R 0 S L DEBTS \ LL 0 L �60 "14 O LLL LL 's LL L L L L L LLL �6 O O LL LLL LLL LL L LLLLLLL LL LLLLLLLL LLLLLL �G � TALL 2 ROWS OF L STAKES AT THE O LL LL LLLLLL L LLLLL LL O LLL L LLLLLL LLLLLLL LL L LLLLL LLLLLL LLLL ��� LLL LLL LLLLL LLL LLLLL L LL LLLLLLL LLL LLLLLL LGL LL LLL LLLLLLLLLLLLLL LLL L LLLLLL LLLLLLLL 7) LL L LLL LLLLLL LLLLLL S LL L LL LLLLL LLLLL L LLL LL LLLLL>LLLL LL LL LL LLLLL6 LL LLL LL LL LLLLSLL R E POTENTIAL o LLL LL LL LLL LAYDOWN EA IF USED O LLL L L L' L LLL LL L S L LLL LL LL Op LLL LL LLL L L L L L L PLANTING AREA EXTENDS TO THE TOE OF ^C V L L LEVEE L 0 APPROXIMATE EDGE OF TRAIL 7� 0 0 0 S AP OXIMATE TOE OF LEVEE O GENERAL NOTES: PLAN 1. SEE SHEET LD503-LD504 FOR PLANT SCHEDULE AND LANDSCAPE DETAILS. SCALE 1^=70 LEGEND: 2. SOIL PREPARATION WITHIN THE TREE PROTECTION ZONE (TPZ) OF RETAINED TREES OR IN MIX C SHALL CONSIST OF THE FOLLOWING: ® MIX A- RIPARIA ESTORATION 10 5 0 10 20 2.1. PLACE COMPOST TO A 3-INCH DEPTH. NO INCORPORATION INTO THE SOIL. 2.2. PLACE WOOD CHIP MULCH TO A 4-INCH DEPTH IN PLANTING AREAS OR WITHIN LAWN AREAS. ® MIX D- FLOODPLAIN REST TION SCALE IN FEET 3. SOIL PREPARATION OUTSIDE OF THE TPZ OF RETAINED TREES AND LIM OF TOPSOIL TYPE A SHALL CONSIST OF THE FOLLOWING: 3.1. DECOMPACT TO AN 18-INCH DEPTH. MIX E- UVE STAKES PROJECT REF: GRA22-0034 3.2. PLACE SOIL AMENDMENT TO A 4-INCH DEPTH AND INCORP ATE TO A 12-INCH DEPTH. 3.3. PLACE WOOD CHIP MULCH TO A 4-INCH DEPTH IN PL NG AREAS OR SEED WITHIN LAWN AREAS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINJzERING 4. GROUP SHRUBS IN SAME SPECIES CLUSTERS TS. REQUIREMENTS. S. THE CONTRACTOR SHALL ERADICATE KING WEEDS UST L A, B, AND C WEEDS AND OTHER PLANTS AS DIRECTED BY THE BID SE APPVB: ENGINEER WITHIN THE LIMITS OF THE P NTIN TE APPROVED: 6.21.2023 No. Date: Revision: Completed By: BY: DATE: REVIEWED BYROJECT COAL CREEK SPRINGS TRANSTRANSMC N NO. Designed LF 10/312022 pF WASH PROJECT MANAGER[ CP1603 a �PH��..eR�IAM�fHF,^'n * *,— MAIN REPLACEMENT PROJECT Reviewed CF ,WJ112022 CONTRACT NO. Appmetl LF 10I31I2022 o dV V yAOF a 6 'k B/21/2D23 Signature Date LARGE WOODY MATERIALDRAWING 21-03 SCALE: AS NOTED Jacobs N0. ONE INCH.��,PLANTING ATFULL SCALEI mom° ,�"rWASHINGTON PLAN cs1oa (IF NOT, SCALE ACCORDINGLY) Se0�9 sFXv APE' NOSC Seth Wickstrom, Project Manager SH 39 6/20/23 OF 4 File: CPIW0 CSIM DWG Removed from project 180 170 100-YR OHWM 160 } WATER SURFACE ELEVATION AS CAPTURED BY MARCH 2O22 SURVEY BY CITY OF AUBURN 100-YR WSE N7:149u WATER SURFACq ELEVATION AS CAPTURED BY M RCH 2O22 SURVEY BY CITY F AUBURN SECTION A SCALE: 1" = 5' - APPROXIMATE TOE OF LEVEE APPROXIMATE TOE OF I LEVEE LARGE WOODY MATERIAL NOTES: 1. LWM STRUCTURE TO BE BUILT IN LAYERS. SEE DRAWING CS501 FOR ADDITIONAL INFORMATION. 2. NON-STRUCTURAL WOOD (COTTON WOOD AND ALDER) AND SLASH TO BE INCORPORATED INTO STRUCTURE VOIDS BETWEEN LAYERS. NOT SHOWN IN PLAN VIEW FOR CLARITY. 3. LARGE WOODY MATERIAL STRUCTURE TO BE SURFACE -PLACED, SELF -BALLASTED, AND FIELD FIN LOG ORIENTATION TO BE DETERMINED BY THE ENGINEER. ALL LOGS ARE TO BE PLACED W UT CHI OR ANCHORS. 4. NO EXCAVATION OR FILL TO OCCUR BELOW OHWM. 5. LARGE WOODY MATERIAL TO BE PLACED BEYOND THE APPROXIMATE TOE THE LEVEE. 6. n DESIGNATES TREE NUMBER. SEE LARGE WOODY MATERIAL TABLE DRAWING CS501 FOR TREE ECIES AND SIZING. 7. STATIONING OF CROSS SECTIONS IS BASED ON APPROXIM WHITE RIVER CENTERLINE. LOCATION OF CROSS SECTIONS IS SHOWN ON CS103. LW-1 170 160 I150 \ 5 2.5 0 5 10 100 110 120 130 140 150 SCALE IN FEET SECTION B SCALE: 1" = 5' - PROJECT REF: GRA22-0034 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINf ERING REQUIREMENTS. BID S APPROVED BY: TE APPROVED: 6.21.2023 NO. Uate: HeVlslon: Complete0ey: BY: DATE: REVIEWED BY COAL CREEK SPRINGS TRANSMIS N PROJECT No. Designed IBSWI 05/13/2022 µ Wr PROJECT MANAGER: CP1603 Re�ewed KW 05/18/2022 P��e�`NASt * * � — MAIN REPLACEMENT PROJECT CONTRACT NO. Approved KW 01/23/2023 �'^ *OF �` 76/21/2023 21-03 SCALE: AS NOTED Jacobs Signature Date LARGE WOODY MATERIALONE INCHDRAYANG N0. ATFULL SCALE�'$- ClsreaEG ��`� 'WASHINGTON SECTIONS CS301 (IF NOT, SCALE ACCORDINGLY) SSIONAL YNO Seth Wickstrom, Project Manager SHH 40 File: CP1Wo CS30I.MG 06/21/23 OF 4 Removed from project APPROXIMATE TOE OF LEVEE 04 Q*APPROXIMATE TOE OF LEVEE LAYER ONE TREE NUMBER 9.1 TREE NUMBER 9.5 \� 1 APPROXIMATE TOE OF LEVEE L � \ 15 \ 40 L/1 APPROXIMATE TOE OF LEVEE l LAYER EIGHT TREE NUMBER 9.3 TREE NUMBER 13 TREE NUMBER 15 TREE NUMBER 31 LARGE WOODY MATERIAL NOTES: LAYER FIVE TREE NUMBER 9.2 TREE NUMBER 9.2 TREE NUMBER 24.1 TREE NUMBER 29 LAYER TWO TREE NUMBER 7 APPROXIMATE TOE OF LEVEE \ \ T QyAPPROXIMATE TOE OF LEVEE f LAYER THREE TREE NUMBER 10 ` I APPROXIMATE TOE OF LEVEE L ^^ �Vlm L 1u APPROXIMATE TOE OF LEVEE LAYER SIX TREE NUMBER 21 TREE NUMBER 24 TREE NUMBER,2f.2 LAYER NINE TREE NUMBER 5 TREE NUMBER TREE NUMBER 9.4 TREE NUMBER 23 \L za.z 1 APPROXIMATE TOE OF LEVEE �L LARGE WOODY MATERIAL TABLE TREE NUMBER SPECIES DISH (IN.) NGTH L (FT) ROOTWAD 1 RED MAPLE 11 25 Y 2 RED MAPLE 11 25 Y 3 RED MAPLE 12 25 Y 4 RED MAPLE 12 25 Y 5 RED MAPLE 14 30 Y 6 RED MAPLE 14 30 Y 7 BLACK MAPLE 19 25 Y 8 BLACK MAPLE 19 25 Y 9.1 BIG LEAF MAPLE 12 25 N 9.4 BIG LEAF MAPLE 14 30 Y 9.5 BIG LEAF MAPLE 12 25 N 10 DOUGLAS FIR 14 25 Y 21 DOUGLAS FIR 20 35 Y 23 BIG LEAF MAPLE 11 30 Y 29 DOUGLAS FIR 17 35 Y 31 DOUGLAS FIR 27 40 Y 32 DOUGLAS FIR 18 35 Y BIG LEAF MAPLE 8 15 IN9. i9.2 BIG LEAF MAPLE 9 13 IN 24.1 DOUGLAS FIR 7 15 N 24.1 GLAS FIR 8 20 N 24.2 DOUG FIR 6 16 N 24.2 DOUGLAS 7 17 N 9.3 BIG LEAF MAPLE 6 15 N 13 BIG LEAF MAPLE 18 N 15 BIG LEAF MAPLE 8 15 N LAYER FOUR TREE NUMBER 8 LAYER SEVEI TREE NUMBER 1 TREE NUMBER 2 TREE NUMBER 3 TREENUMBER4 TREE NUMBER 32 10 5 0 10 20 SCALE IN FEET 1. IF LOGS ARE TO BE BROKEN TO MEET A REQUIRED LENGTH, THEY W1LL CAREFULLY BROKEN (CUT) WITH 5. NO EXCAVATION OR FILL TO OCCUR BELOW OHWM. PROJECT REF: GRA22-0034 EQUIPMENT TO CREATE A NATURAL LOOK, NOT CUT WITH A CHAINSA ICH FORMS STRAIGHT EDGES. 6. LARGE WOODY MATERIAL TO BE PLACED BEYOND THE APPROXIMATE TOE OF LEVEE. 2. LWM STRUCTURE TO BE BUILT IN LAYERS. SEE DRAWING CS50 OR ADDITIONAL INFORMATION. THESE PLANS ARE APPROVED FOR CONFORMANCE 7. LWM WITH ROOTWADS WILL GENERALLY BE PLACED WITH ROOTWADS FACING UPSTREAM. WITH THE CITY OF AUBURN ENGIN BRING 3. NON—STRUCTURAL WOOD (COTTON WOOD AND ALDER) SLASH TO BE INCORPORATED INTO STRUCTURE REQUIREMENTS. VOIDS BETWEEN LAYERS. NOT SHOWN IN PLAN VIEW R CLARITY. 4. LARGE WOODY MATERIAL STRUCTURE TO BE FACE —PLACED, SELF —BALLASTED, AND FIELD FIT. FINAL LOG BID SE APPROVED BY: ORIENTATION TO BE DETERMINED BY THE INEER. bA7APPROVED: 6.21.2023 Ir No. Date: Revision: Completed By: BY: DATE: REVIEWED BY PROJECT NO. Designed BSW 05/13/2022 M W PROJECT MANAGER: COAL CREEK SPRINGS TRANSMIS N CP1603 Reviewed I KW 1 05/16/2022 �DFWASq�le. *�— MAIN REPLACEMENT PROJECT Approved KW 01/23/2023 e� �c�'H!�/' �Y� * CONTRACT N0. ON 6,21/2D23 21-03 SCALE: AS NOTED Signature Date LARGE WOODY MATERIAL ONE INCH � DRAYANG N0. 'ATFULLSCALEI O.tRBp��p`c�w ' WASHINGTON DETAILS CS501 (IF NOT, SCALE ACCORDINGLY) SSIONALG Seth Wickstrom, Project Manager SHEE 1 File: CPW3CS501AWG 06/21/23 OF 41