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Home My WebLink AboutLarge Format0 I ~ 0 r--.: L[') 0 -st- "' / z (9 VJ w 0 ~ 0 ?- ~ C (1) E (1) u 0 0.. (1) D::'. (1) O'l "O ·;::: (!J -"' ..... 0 PACIFIC OCEAN OLYMPIA VICINITY MAP NOT TO SCALE CANADA U. S. A. EVERETI ~PROJECT SITE Rl 1VERVIEW PARK RIDGE REPL · CEMENT RENTON.W LOCATION MAP SHEET INDEX 1 TITLE SHEET AND SHEET INDEX 2 STRUCTURAL GENERAL NOTES 3 APS SURVEY 4 EXISTING CONDITIONS .5 DEMOLITION PLAN 6 TEMPORARY EROSION AND SEDIMENT CONTROL 7 GENERAL SITE LAYOUT ~ 8 GENERAL BRIDGE LAYOUT 9 ABUTMENT DETAILS 10 SUPERSTRUCTURE DETAILS 1 of 2 11 SUPERSTRUCTURE DETAILS 2 of 2 12 MISCELLANEOUS DETAILS L.1 PLANTING PLAN WEST l.2 PLANTING PLAN CENTRAL L.3 PLANTING PLAN EAST L.4 PLANTING SCHEDULE AND DETAILS Q.. 3:: ,APR 1 ; ; , (1) ·~----------- '> -~ D::'.1-----------=::::...; PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE LD 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 0 ~ li1 RI m .. l ni Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, :;:.-Bi ~ Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ~ Fax: 20 6-624-1 388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY g ENGINEERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ,-;; mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED REVISIONS PROJECT: t----t---+--------------------1 TITLE: ;:::: g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: .....___,- CXJ "' DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: 30°/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT TITLE SHEET AND INDEX MTIB PROJECT NO: 134057.01 SHEET NO: DMM DATE: APRIL 14 ON .o,·,,,:j:()N .......... 2 -st-o REV DATE DESCRIPTION CHECKED BY: SCALE: NOTED ._ _______________ ....i... ____________________________________ .. ________ ....__._ __ .1..... _______________ .i..;..;;;.;...;.; ......... ______ ,.___ _______ _;;;....__ _____ ---1 1 OF 16 STRUCTURAL GENERAL NOTES The following General Notes are applicable and shall be considered part of this Specification. APPLICABLE CODES AND STANDARDS 1. AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges, December 2009. 2. AASHTO LRFD Bridge Design Specifications, 6th Edition. 3. American Society for Testing and Materials (ASTM) Standards, current edition. 4. American Institute of Steel Construction (AISC), "Steel Construction Manual, Current Edition". 5. American Welding Society (AWS), "D1.1 Structural Welding Code -Steel, current edition". 6. American Concrete Institute (ACI), "ACI Manual of Concrete Practice, current edition". The information contained in these General Notes is in addition to the details and notes provided on the individual plan sheets. In case of conflict between notation in the above references, these General Notes, and notes and details on individual sheets, the following priority shall be followed: 1. All project permit requirements. 2. Notes on individual plan sheets. 3. Details and callouts on individual plan sheets. 4. These General Notes. 5. Local Codes. 6. The specifications and standards listed above in order of appearance. DESIGN CRITERIA The following loads are prescribed by the AASHTO LRFD Guide Specifications for Design of Pedestrian Bridges. DEAD LOAD Weight of all materials of construction LIVE LOAD: Pedestrian loading -90 psf uniform Equestrian loading -1,000 lb concentrated Vehicle load -H5 -(10,000 lb) WIND LOAD: Horizontal -50 psf applied to leading exposed area. Vertical -20 psf applied over full bridge width with resultant force applied at windward 1/4 pt. of deck width. MATERIALS AND CONSTRUCTION GENERAL All material and equipment incorporated into this project shall be new unless otherwise noted on the plans. Material not specifically noted in these General Notes or elsewhere on the drawings shall be submitted by the Contractor for approval by the Engineer. Approval will be based on conformance to current standards utilized by the Owner. All materials shall conform to good workmanship, acceptable industry standards and manufacturer's recommendations. SURVEYS The Contractor shall layout the work from established horizontal and vertical control points indicated on the drawings and shall be responsible for all required measurements taken from these points. STRUCTURAL STEEL HP Shapes shall conform to A572 Grade 50. Plates shall conform to A572 Grade 50, unless otherwise noted. All plate thicker than 1 1 /2" shall be 100% straight beam UT tested for laminations per ASTM A435. Rectangular and Square HSS shall conform to ASTM A500 Grade B. Round HSS shall conform to ASTM A500 Grade B or C. Pipe sections with 12-inches O.D. or less shall conform to ASTM A53 Grade B, Type E or S. Angles and Flatbar shall conform to minimum ASTM A36. All structural steel shall be galvanized or spray metalized unless otherwise noted. ~ REBAR -a Rebar shull be new billet stock ASTM A615, grade 60 steel. Bars shall be clean and free from cutting oil or other 8 deleterious material. I ~ 0 r--- lD 0 "S/- 1") / z 0 (/) w 0 I,{! 0 I") / +-' C <Ll E <Ll 0 0 0.. <Ll 0::: <Ll 0, --0 ·.::: DJ BOLTS AND OTHER HARDWARE All bolts or threaded rods connecting to steel or steel to concrete shall be ASTM A325, galvanized, unless noted otherwise. All A325 bolts shall installed per AISC Turn-Of-Nut tightening, or other approved methods, unless noted otherwise. All other bolts shall be ASTM A307, galvanized, unless noted otherwise. Galvanized washers shall be used in all areas where the bolt head or nut shall bear against concrete or against oversized holes in steel (i.e. more than 1/16 in. larger than bolt diameter). Galvanized nuts and washers shall conform to the specification for the corresponding bolt. STEEL WELDING All field and shop steel welding shall conform per AWS D1.1 Structural Welding Code -Steel, current edition. Deposited filler metal shall meet Charpy requirements of 20 ft-lbs. at O degrees F and have chemistry similar to the base metal as approved by the Engineer. Filler metals shall only be used in welding positions recommended by the manufacturer. Welding consumables shall be stored and the condition shall be maintained per AWS Section 5. Pre-heat shall be based on material grade and thickness shown herewith, per AWS tables. Uniformity of pre-heat shall conform to AWS stipulations. ALUMINUM GRATING Aluminum grating shall be type 7-SG-4 manufactured by Grating Pacific, LLC with 1'' x 1 /8" bearing bar or Engineer approved equal. Grating shall be installed such that bearing bars span perpendicular to normal direction of traffic flow. Aluminum used for grating shall conform 6061-t6. Open ends of grating shall be banded. Grating shall be sand-blasted after fabrication to create a matte finish. Welding personnel shall be qualified per AWS to weld procedures and weld positions necessary for the joint details specified herewith. All steel fabrication shop drawings shall reference the weld procedure specification for each weld detailed. Weld procedure specifications shall be submitted with the shop drawings. Submittals verifying welder qualifications must be transmitted to the Owner for approval prior to any welding. No welding through galvanized coating shall be performed. The galvanizing within 2-inches of the weld shall be removed prior to welding and repaired as discussed in coating repair. All welds shall be visually inspected to comply with the visual inspection criteria, for statically loaded non-tubular and tubular connections, per AWS Section 6. The Engineer at his discretion may non-destructively test welds using UT, RT, MT methods, per AWS Section 6. Acceptance criteria shall be for non-cyclic loading. Welds failing shall be repaired at the Contractor's expense, which will also include all costs for retesting, to achieve passing inspection test. GALVANIZING All steel shall be hot-dip galvanized per ASTM A 123 or A153 as appropriate, unless otherwise noted. NON-SLIP SURFACE All non-slip/non-skid steel walking surfaces noted shall be thermal sprayed with Plattzinc® 85/15, or approved equal, to obtain a slip resistant surface. Prepare surface and apply per manufacturer's recommendations. Coating thickness shall be 10 mils minimum. Submit samples of surface texture for approval to Engineer. The following items shall have non-slip surfaces unless otherwise noted: 1. Transition plates 2. All Dolphin walking surfaces 3. Other specifically noted items SPRAY METALlZING Spray metalize with zinc per the Steel Structures Painting Council (SSPC) Guide No. 23. A minimum dry coating thickness of 6 mils is required for steel. Contractor shall mask off all areas that will be field welded such as pile, plate or stud locations. COATING REPAIR All damaged galvanizing and spray metalizing, including thut removed for welding, shall be repaired per ASTM A780 and modified as follows: Repair using zinc sticks to a minimum thickness of 12 mils, or repair by spray metalizing as described in these notes. In either case, followed with a top coat of zinc rich paint. SURF ACE RUBBLE The Contractor is responsible to visit site and make own assessment of pile installation interferences. Surface rubble may include but is not limited to broken rocks & boulders, timber piles, concrete debris, miscellaneous metal, and a variety of other debris. ALUMINUM Aluminum shall conform to 6061-T6 unless otherwise noted. Edges shall be cut true, smooth and free of burrs. Flame cutting in not permitted. Holes for bolts shall be drilled or punched. Corner edges shall be ground smooth. Weld spatter, stamps and markings shall be removed from all exposed surfaces. All aluminum surfaces shall be sand-blasted to create a matte finish. ALUMINUM WELDING All aluminum welding shall conform to AWS D1.2 aluminum welding code. Per AWS D1.2 all welders shall be qualified per AWS for the type of welding anticipated. Weld procedure specifications and welder qualification shall be submitted with the shop drawings. ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ;: PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE lD 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. SUBMITTALS The following is a partial list of required submittals for this project. The Engineer may require additional submittals. 1. Contractor's complete project schedule and general work plan. Schedule shall be in Gantt Chart format & depict the critical path for project completion. -14 days prior to beginning work on the Project. 2. Manufacturer's Mill Certificate: Steel Certification including chemistry, yield strength, and mill numbers. -14 days prior to commencement of fabrication and steel shipment 3. Shop Drawings for all fabricated items. -14 days prior to fabrication. 4. Welding procedures. All weld metal proposed to be used in the shop or in the field shall be submitted and approved for use prior to construction. The submittal shall contain all required information and the manufacturer's recommendations for the use of the product on this Project. -14 days prior to welding. 5. Welder Certificates -Certify welders employed in the WORK with AWS qualifications within the previous 12 months. - 14 days prior to welding. 6. Galvanizing certificates verifying that coated material conforms to the Specifications. -7 days prior to shipment. 7. Steel coating repair methods. -14 days prior to surface application. 8. Non slip surface samples. -14 days prior to surface application 9. Bridge transport and lifting plan. -14 days prior to transport of catwalk. 10. Red-lined As-Built drawings. -Prior to demobilization. AS-BUILT RECORDS The Contractor shall maintain an updated set of red-line as-built drawings at the project site. The as-built drawings shall include all surveyed dimensions for new work items tied horizontally and vertically to existing monuments or prominent features. As-built drawings shall be submitted upon request to the Engineer at anytime throughout the project and upon substantial completion. Final set of As-Built drawings shall be provided to Owner. REVISIONS PROJECT: 30°/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT APf!1-··j j_ / ... CiTV N ~ ffl Im n.,_1 TM Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, 7' 1,11 Bi !!!rd Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 1------t-----+------------------------t TITLE: ~ Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGINEERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN -;, mail@pnclengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED STRUCTURAL GENERAL NOTES ;! g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: ------·-~ ~ DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: DMM DATE: APRIL 14 2 16 -s1-o~--------------------~----------------------------------------------~~---------~~R_E_V~_DA_T_E_~--------D_E_sc_R_1P_T1_0N _________ ~C~H~E~CK_E_D_B_~ ________ ~s_c_A_LE_, ________ N_oT_E_D~----O-F ___ --1 -----------------------· ·------------------------------------- WITHll'J THE SE 1/4 OF THE SVV 1/4 OF SE(~TION 16j TOWNS~1IP 23 NOl~T~i, R.ANGE 05 EAST, VV"M., 11\1 RENTON, WASH!l'JG··roN = ., ~ = UJ C, 1--0 Q_ 5gg C u ' u C u 7 w ,; c: z ~ NO. 10BO 1061 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107 1144 1145 1146 1147 1148 1149 1150 1151 1152 1216 1217 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1233 1237 1238 1239 1240 ----·------ DESCRIPDON DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DEGIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECtLJUOUS DECIDUOUS DECIDUOUS DECIDUOUS FIR POPLAR POPLAR DECIDUOUS DECIDUOUS OAK OAK DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS OAK DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DIA. (INCHES) 16 12 10 14 6 6 6 10 12 12 10 8 18 a 6 8 6 6 6 6 6 8 10 6 6 6 8 6 6 6 6 6 6 6 8 12 8 6 (i 106666 12 8 8 6 6 6 6 14 12 10 8 8 8 8 24 18 20 24 8 8 8 8 6 6 6 6 6 6 12 26 24 12 10 12 12 12 8 10 22 18 12 14 16 42 32 20 20 12 44 6 12 10 12 14 14 12 8 CLUSTER 8 10 12 14 46 14 16 14 12 8 8 6 ~ D L._--------------- -__ R~_600.00' L~640~71'-- L\~61 "11 '00" ------- BH-1111 SOIL BOREHOLE N=176744.69 E=130738B.19 EL=fi3.08 TREE TABLE NO. 1241 1242 1243 1244 1245 1287 1288 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1.325 1326 1327 1328 1329 1330 1331 1332 1333 1358 1359 1360 1361 1362 1363 1364 1365 1366 1.367 1-370 1371 J.372 1385 1366 1387 1368 1389 1390 "1391 1392 1420 1421 1422 1543 1544 1545 DESCRIPrlON DECIDUOUS OAK OAK OAK OAK DECIDUOUS DECIDUOUS DECIDUOUS ALDER OAK ALDER ALDER POPLAR POPLAR POPLAR ALDER ALDER ALDER ALDER ALDER ALDER ALUER ALDER ALDER ALDER ALDER MAPLE ALDER ALDER ALDER ALDER ALDER ALDER ALDER MAPLE ALDER ALDER ALDER DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS MAPLE MAPLE ALDER MAPLE ALDER ALDER ALDER ALDER ALDER CHERRY DECIDUOUS CEDAR POPLAR DIA. (INCHES) 10 8 27 21 18 22 24 26 14121086 18 12 10 26 6 6 20 30 18 8 6 6 12 10 8 6 6 8 6 6 8 B 8 10 8 6 10 10 14 8 6 6 6 8 6 12 12 6 B 8 6 4.4 32 36 12 20 12 12 10 12 10 12 20 12 14 12 rn 8 6 10 8 6 12 10 8 12 6 38 NO. 1546 1547 1548 1549 ·1sso 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 1574 1575 1576 1577 1578 1579 1580 158i 1582 1583 1629 1630 1631 1632 '1633 1634 1630 1636 1637 1638 1639 1640 1641 1642 1643 1644 1645 1646 DESCRIPTION FIR POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR POPLAR ALDER POPLAR POPLAR POPLAR POPLAR HEMLOCK POPLAR POPLAR POPLAR MAPLE MAPLE ALDER MAPLE ALDER ALDER MAPLE MAPLE ALDER MAPLE ALDER MAPLE ALDER ALDER MAPLE POPLAR ALDER MAPLE ALDER ALUER MAPLc MAPLE MAPLE MAPLE MAPLE M,~PLE ALDER ALDER ALDER DECIDUOUS ALDER DECIDUOUS ALDER W'lLLOW MAPLE POPLAH OAK POPLAR ALDER PARCEL ·J 62305-9013 ~ LOT3 LOT 4 PARCEL 512640-0020 DIA. (INCHES) 10 28 33 28 10 32 10 12 28 24 10 14 20 12 14 22 8 24 24 28 12 10 12 10 10 8 0 10 8 12 12 12 12 8 12 14 12 8 18 8 6 20 10 8 10 10 12 10 8 28 28 43 16 14 16 12 10 6 10 10 12 10 8 6 24 24 12 26 14 12 8 18 16 J4. 22 22 1B 20 12 PILING A A B C [) E E F G H I J K L M N 0 p (-, " R s T u NOTE: ~ PARCEL 512640-0015 ~' LOT2 ~ PARCEL 512640-0010 " LOT 5 PARCEL 5126',0-0025 0r .:::,.c. 5TH STREET I I CTRL-400 SPIKE SET W/CAP N=176555.12 _ [=1307652.38 0 EL~62.48 ,,,.------------ BRIDGE SUPPORT PILING & BRIDGE DECK TABLE ELEV, 42,72 62.87 42.55 42.37 42.17 41.97 6?.95 46.10 44.09 44.61 44.80 46.76 47.17 49.36 51.21 50.22 47.93 43.50 43.59 42,69 43.20 43.12 44.88 DESCRIPTION BRIDGE SUPPORT PILING BRIDGE DECK BRIDGE SUPPORT PILING Br!IDGE SUPPOIH PILING BRIDGE SUPPORT PILING BRIDGE SUPPOF/ r PILING BRIDGE DECK 12" DIA. WOOD/ BOTTOM OF CEDAR RIVER WOOD ·12 11 DIA. i 2" 12" 12" DIA. DIA. DIA. WOOD WOOD METAL/ BRIDGE SUPPORT PILING i 2" DiA. WOOD BRIDGE SUPPORT PILING 12" DIA. WOOD BRIDGE SUPPORT PILING i 2" DIA. WOOD BRIDGE SUPPORT PILING 12" DIA. WOO[) BRIDGE SUPPORT PILING 12" DIA. WOOD BOHOM OF CEDAR RIVER BRIDGE SUPPORT PILING ·12" DiA. WOOD FOR DEFLECTION WALL BRIDGE SUPPORT PILING 12" DIA. WOOD FOR DEFLECTION WALL llflllJGE SUPPOl'<T PILING 12" DIA. WOOD FOR DEFLECTION WALL BRIDGE SIJPPOfH PILING 16" DIA. WOOD WATER DEFLECTION WALL BRIDGE SUPPORT PILING 16" DIA. WOOD BRIDGE SUPPORT PILING 16" DIA. WOOD BRIDGE SUPPORT PILl~IG ·12" DIA. WOOD BRIDGE SUPPORT PILING 12" DIA. WOOD BRIDGE SUPPORT PILING 12" DIA. WOOD BRIDGE SUPPORT PILING 12" DIA. WOOD BRIDGE SUPPORT PIUNG 12" DIA. WOOD TOP OF THE PILINGS WERE NOT SURVEYED UNDER TIIE BRIDGE. THE BOTTOM OF THE PILINGS WAS DETERMINED BY USING A LEAD DURING HEAVY RAINS, WHICH LIMITED VISIBILITY. LINE N I @) ~~§i-~ 0 20 40 SCALE: 1''= 40' CTRL-1603 SPIKE SET W /CAP 0 N=176373.34 E=l 307868.69 EL=66.28 NOTTO SCALE AB CD 3-D OHTHOGRAPHIC VIEVV GENERAL NOTES 1. THE SOLE PURPOSE OF THIS SURVEY IS TO CREATE A TOPOGRAPHIC IVIAP ABUTTING THE CEDAR RIVER, AS ILLUSTRATED HEREON. 2. OUR CLIENT, PND ENGINEERS, INC .. HAS NOT FURNISHED APS SUR.VEY & MAPPING WITH A TITLE REPORT OF THE BOUNDARIES. A COMBINATION OF RECORD OF SURVEYS NJD PLATS WERE USED IN CONCERT WITH FOUND IVIONIJIVIENTATION TO DETERMINE THE BOUNDARIES SHOWN HEREON. ACTUAL OWNERSHIP STATUS MAY VARY. 3. THIS SURVEY WAS BASED ON A RTK VRS SURVEY (USING TRIMBLE R8 UNITS) IN COMBIN/\TION WITH fl CONVENTlot"/\L SURVEY (LEICA 1" TOTAL STATJot,). TI-IIS NETWORK MEETS OR EXCEEDS THE ACCURACY STANDARDS SE r BY WAC 332-130-090. 4. ALL MONUMENTS WERE OCCUPIED OR OBSERVED DURING THE IVIOeJTH OF JANUARY, 2014. 5. ALL MEASURING INSTRUMENTS AND EQUlf'MENT USED FOR THIS SURVEY WERE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. THIS SURVEY DOES NOT CONSTITUTE A SUBDIVISIO~I OF LNJD. 7. ALL COORDINATES AND BEARINGS Al',E BASED ON OBSERVATIONS USING THE WASHINGTON STATE PHEFERENCE "IETVVORK, THE WASHINGTON STATE PLAME COORDINATE SYSTEM, NORTH ZONE, EXPRESSED IN US SURVEY FEH, AS DERIVED FROM NAO 83/07 DATA 9. ALL VERTICAL ELEVATIDr,S ARE BASED ON NAVD 88 DATUM. SPECIAL SURVEY NOTE THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF PND ENGINEERS, IMC . ., AND DOES MOT EXTEND TO Ai~Y UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY APS SURVEY & IVIAPPING, LLC AND/OR THE PROFESSIONAL LAND SURVEYOR NAMED HEREON, NAMlt,G S.1110 PARTY. (/) z (:.' (',J CL j--o ~~ =<: UJ 1--c•J (") UJ CJ t ' Oz a:;?;;~~ I-:::i:: r--r---(f) tJ) iii" i.n >-~~~~ w--'--~ LI.! c~~u1?1 :.~ ~~I-l!. cc. -~ = N~ NW UC, ;".? o:J z 0 f-O> Cl "' L u I x (/) w <( ;:::; 5' 0 a5 0 .s..i ~ ;a,; F :;;] () D LU ~t', -:, 0 - 0::: "' > CL 0 w LU 0 ro 0 > (:) z 0 (f) ci 0::: n:.'. O'.'. ,,; :::) m w U_J c--< (I) ~ z u r:,J a:: (') ,..,, 0 z -~1: z ~ CL w Pa CJ ci :::;: > z rn ;:,~ rn U) w [:L 0.. w > ~ ..i: 0 --ti'.'.'. !J.. 0 w ·-v ,,.? ' cc: "' "' UJ "--, ~- T 1'c:i I--c--< ..i: C:I - ~ <i: ~ l,l z ~ 0 f-0 z [/} w l,l Q:'. l,l fl] I I c,' [L I I [L I I <( I I I I ---- 0 ;..: ~ ;..: [D (.) w 0 [) l.u w > "' 0 () Q:'. l,J [L I [L () <( z 0 iJj > w "' (/) --, Cl l-Cl <( ~ :;, >-ca rn ;..: --0 m ~ w z ~ > s: D:'. <( <( ::J [l'.'. 0 (/) 0 -'-•"' --· ~ 'F"(S ;-11 _ili ___ l_~F~·J· -. , -------------------------~--------1\-f!.~ ; cnv .. ,,.I") ,·.'N. ' ! ; i "'-..-V/ ,, : ',.: :;.::. / ,, ,, ! '. i : /i . PARKING ,/J / / V AREA . V · .• //. · . CONCRETE,/J /. · / V WALKWAY .•. V ' '·,~ ·,.:~ TIMBER DEFLECTOR WALL BOLLARD /'/ i>. I APPROXIMATE TOE OF B/\NK, TYP. ~ 0 r--- Lf) 0 sj-n / z (_') (/] w 0 ~ 0 n / +-' C (]) E (]) u 0 o_ Q) 0::: (I) ' _,. CJl ""O '··~ ·.::: [D \ ,, i • DI " . I , I ~ I I 135'± X 12'± BRIDGE EXISTING TIMBER PILE, TYP. ~ EXISTING STEEL TIMBER DEFLECTOR WALL PILE EXISTING UTILITY LINES (WATER, SEWER, IRRIGATION, FIRE (DRY LINE), ELECTRICAL, AND TELEPHONE) TIMBER APPROACH WALL, TYP. < ·~·· ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE :g 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ~ ffl Im ffl.1 "'' Seattle, \'1/ashington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, / Ill -1,1"1 Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ~ Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGINEERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ~ mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED / APPROXIMATE TOP OF BANK, TYP. , .. REVISIONS TIMBER POST, TYP. TIMBER BULLRAIL, TYP. EXISTING UTILITY LINE, TYP. 8" CONCRETE (DECK W18 STEEL BEAM, TYP. • <l) <1) . i! i / ! ! I I , [ ! ·,' TYPICAL SECTION AT PIER PROJECT: 30°/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT 1----+------t-------------------1 TITLE: EXISTING CONDITIONS TIMBER CAP TIMBER PILE, TYP. · .. '·1r·· r'· ,. t • ' l r· ! .. ,.,, ~'( u· r·· ·,' , .• , I I •• • , '\,,_,o' _,J AP 0 1;i. r:1r ~.r IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: ~ 2 DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DMM DATE: APRIL 14 4 16 134057.01 SHEET NO: s;-oL-------------------..._-----------------------------------------..i...--------.....J~R-E_v ...... _D_AT_E.,...1 ________ D_Es_cR_IP_TIO_N _______ -1~CH~E~CK~ED;;_;,;BY~:-------l~SC~A=LE~:-------~N~OIT=D:.i.. ____ O_F ___ _i .~ '' ::;:~.: ' 1,, :· 'i-'. TIMBER RAILING TO BE REMOVED PARKING/ /L,,STOCKPILE~ AREA REMOVABLE BOLLARD SAW-CUT CONCRETE O WALKWAY · • ~FIRE DEPARTMENT ~ .· :--c ,._, c-c INLET CONNECTION ~ SIGN INSTALL SILT FENCE PER "TEMPORARY EROSION AND SEDIMENT CONTROL" PER COE No. 205-A DEFLECTOR WALL (TO REMAIN) ·, TIMBER RAILING TO BE REMOVED CUT/CAP UTILITIES APPF10XIMATE TOE OF BANK, TYP. 0, 3: -ci tr-i 0 I ~ 0 ,...: LO 0 "1-n / z CJ (/) w 0 ~ 0 n / ~ C: (l) E (l) u 0 Q. (l) Ct'.'. (l) 0, -ci ·;:: (I) ""' L 0 0... 3: "' '> L (l) > Ct'.'. ,, ·~ .... -,-~~ ,, SALVAGE INTERPRETIVE SIGNAGE SALVAGE INT[RPRETIVE SIGNAGE 135'± X 12'± BRIDGE o . , I EXISTING TIMBER PILE, TYP. [>,n 1·. / /~EXISTING STEEL / PILE I / b I I '; / / o I D I I~ DEMOLISH EXISTING b r> / ; BRIDGE AND APPROACH I AS INDICATED I / "/ I I I~ I I SAW-CUT CONCRETE WALKWAY ( I I I I I DEFLECTOR WALL TO BE REMOVED TIMBER APPROACH WALL, TYP. DEMOLITION PLAN ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE 2 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ;:!; ffl .... ffl.1 T\! Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, / 1111 llill W Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 5 rax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY N ENGINHERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROXIMATE TOP OF BANK, TYP. CAUTION! UNDERGROUND UTILITIES OBTAIN UTILITY LOCATES PRIOR TO DIGGING. -,, REVISIONS DEMOLITION NOTES: GENERAL: THE CONTRACTOR SHALL REMOVE THE EXISTING BRIDGE SUBSTRUCTURE, SUPERSTRUCTURE, DECK, AND BRIDGE RAILINGS IN THEIR ENTIRETY AS INDICATED IN THE PLANS, ALONG WITH MISCELLANEOUS ABOVE AND BELOW DECK ITEMS ASSOCIATED WITH THIS STRUCTURE. INTERMEDIATE SUBSTRUCTURE CONSISTS OF TIMBER PIER PILES, TIMBER CAP, AND LATERAL TIMBER CROSS-MEMBERS. ABUTMENT SUBSTRUCTURE CONSISTS OF TIMBER PILES, TIMBER CAP, AND CONCRETE FOOTING. THE CONTRACTOR SHALL REMOVE ALL TIMBER AND STEEL PILES IN THEIR ENTIRETY. ALL PILES SHALL BE PULLED BY MEANS OF A VIBRATORY HAMMER SUITABLE FOR THAT TYPE OF OPERATION AND EQUIPPED WITH SUITABLE JAWS TO PREVENT BREAKING THE PILE. IN THE INSTANCE WHERE TIMBER PILES ARE UNABLE TO BE PULLED FOR AN ACCEPTABLE REASON OUTLINED IN THE PERMITTING DOCUMENTS, PILES MAY BE CUT AT MUDLINE. REFER TO PERMIT DOCUMENTS FOR MORE INFORMATION. UTILITIES: CONTRACTOR IS NOTIFIED THAT THERE ARE UTILITIES UNDER EXISTING BRIDGE. WATER SERVICE, SEWER, PIPING DUCTS, ELECTRICAL, ETC. SHALL BE CUT, CAPPED, AND REMOVED WITHIN SPECIFIED DEMOLITION AREA, UNLESS NOTED OTHERWISE. COORDINATE SHUT-OFF OF ALL UTILITIES WITH CITY AND LOCAL UTILITY COMPANIES PRIOR TO ANY WORK BEING PERFORMED ON SITE. ADJACENT STRUCTURES: DAMAGE TO ADJACENT STRUCTURES IS NOT PERMITTED. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER AT NO COST TO THE CITY. FENCING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING THE SITE TO PREVENT ENTRY INTO SITE AND STAGING AREAS. FENCING SHALL BE INSTALLED THROUGHOUT ENTIRE DEMOLITION SEQUENCE. DISPOSAL: THE CITY SHALL HAVE FIRST PRIORITY ON ALL DEMOLISHED MATERIAL. ALL MATERIALS REMOVED AS PART OF THE DEMOLITION FOR THIS PROJECT, EXCEPT THOSE ITEMS SPECIFICALLY LISTED FOR SALVAGE, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED SITE IN COMPLIANCE WITH ALL PERMIT REQUIREMENTS. SALVAGE: MATERIALS LISTED FOR SALVAGE IN DEMOLITION PLAN, SHALL BE DELIVERED BY THE CONTRACTOR TO A SITE CHOSE BY THE CITY WITHIN 10 MILES OF THE PROJECT SITE. STEEL BRIDGE GIRDERS AND DIAPHRAGMS SHALL BE SALVAGED FOR SCRAP. CONTRACTOR SHALL SEPARATE CONCRETE DECK FROM STEEL COMPONENTS AND TRANSPORT STEEL TO RECYCLE CENTER FOR SALVAGE VALUE. LEGEND: o TIMBER PILES t3 STEEL PILES PROJECT: 30o/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT l---+---+-------------------1 TITLE: DEMOLITION PLAN "1-.-;; mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED Z.. g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: o·-N 3: DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DMM DATE: APRIL 2014 5 16 ~~L-~~~~~~~~~~--~~~~~~...L..~~~~~~~~~~~~~~~~~~-'-~~~~~~~~~~~~~~~~~~~~L--~~~~~~~~..L..,R_EV....L..--DA_IT~L--------~------DE_sc_RI_PT_1o_N----~--------..l..':.:CH~EC~K~ED~B~Y:~~--~----......l~SC~A~LE~:------------~N~OIT~DL. ______ O_F ____ ~~ ~ 0 r--. l{) 0 <ct t') / z (.'.) (f) w 0 ~ 0 t') / -,.., C (]) E (]) u 0 Cl. (]) Cr'. (]) 01 " ·;:: CI) FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS: - USE STAPLES TO WIRE. 2" X 2'' POST AT 6' O.C. MAX n n II \ II 11 11 11 11 ---11 II 11 11 11 11 11 I I 11 11 I ,_-<,.","/';-;,.,, 11 ','.',,./c' I 11 WIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS -6" n I 2' -0" 5'-o" ''--.Y;"',\':-·>;::-, I ! /_/".JC I --1-- 1 I 11 --I ~------H -----f+---------1 I 11 11 11 11 11 11 V V BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12'' TRENCH PROVIDE WASHED GRAVEL BACKFILL OR COMPACTED NATIVE SOIL. 11 11 2'-6" 11 11 11 I I V 2"X 2" WOOD POST STANDARD OR BETTER OR EXISTING FENCE r 6" 1 2' -o" s· -o" -12" SILT FENCE PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY 0 r--: PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE l{) 1736 Fourth Avenue S. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ~ ffl mil l ... ,a 1 "' Seattle, \Xlashington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ::;-Ill 1,1111 Phone:2066241387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF E; Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY N ENGINLiERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN REVISIONS GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 2. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURF ACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 3. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 4. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON. 5. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 6. ANY AREA NEEDING TESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 7. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT ( 48) HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. PROJECT: 30°/o DESIGN RIVERVIEW PARK BRIDGE DEMOLITION qF1' F 1\/C [·-)· J ' ·-"\,,.../ -. ' .· !,_., ,_. APR 1 I ?'.J !4 •• 11 ,:, ,,,_ \,' :• . t-------t--------t-----~--------------1 TITLE: TEMPORARY EROSION AND SEDIMENT CONTROL <ct.-;; mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED ~ 01 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: "-·'= 134057.01 SHEET NO: z_ ~ DIRECTLY OR INDIRECTLY TO PND. DRAWN BY: DMM DATE: <ct o REV DATE DESCRIPTION CHECKED BY: SCALE: NOTED ..__ _________________ ...,_ __________________ _.. ____________________ ..__ ________ ...._ ________________________ _i, _________ __. _________ __...__ ______ .......J APRIL 14 6 OF 16 I '· .. .. ··· ... ,.,_~-.>-\. ~-...... .,, ·-. ,,-.. ··~··.·•.'' :.::~:. '! NEW STEEL. RAILING . ' NEW CONCRETE APPROACH SLAB EXISTING ./1 / ~PARKING· V AREA EXISTING.· • ~CONCRETE<//· . WALKWAY ·, . EXISTING REMOVABLE BOLLARD CONNECT TO EXISTING UTILITY ~ 0 r--: LO 0 -tj- r-r) / z (.'.) (/) w 0 N'. 0 :), +-' C: Q) E Q) u CJ 0.. Q) 0:: Q) en '" ·.::: OJ ,_ ·-:-,.~ _,, -- NEW STEEL RAILING, TYP.- NEW CONCRETE APPROACH SLAB ' END BRIDGE TOP OF DECK ELEV: 63.56 NEW ALUMINUM ARCHED TRUSS PEDESTRIAN BRIDGE ~--. '•. REPLACE EXISTING UTILITY IN-KIND BEGIN BRIDGE TOP OF DECK ELEV: 63.13 GENERAL SITE LAYOUT EXISTING DEFLECTOR WALL - APPROXIMATE TOE OF BANK, TYP. ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ;:: PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE LO 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 0 ;,; li1 m. m., T." Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, 7 -Bl l,IU Phone: 206-6241387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ;::: Pax: 206624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGINJ\ERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN -tj--,;;-mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED z:_ g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT o·- N ;: DIRECTLY OR INDIRECTLY TO PND. APPROXIMATE TOP OF BANK, TYP. REVISIONS PROJECT: TITLE: DESIGNED BY: DRAWN BY: 30°/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT GENERAL SITE LAYOUT f<FC'.F\\i:·• [) APR 1 ; ?iih •. ' I ',\j ~'-. MTB PROJECT NO: 134057.01 SHEET NO: DMM DATE: APRIL 14 7 16 OF '---02 REV DATE r-r) L---------------------IL-----------------------IL..----------------------L..----------L..---1---.1..-------------------..L::=:.::;::...-::.: _______ ..J..::;;::;.::;;;;;,_ ______ _.:.::;::.::;,:;:_J_ _______ __J DESCRIPTION CHECKED BY: SCALE: NOTED CONCRETE APPROACH SLAB r VJ 0 0.. 0 z w cc,l i! ---------------- EXISTING SIDE SLOPE WITH ARMOR, TYP. 1:55'-o" ...... CEDAR RIVER NEW ALUMINUM ARCHED TRUSS PEDESTRIAN BRIDGE . \ ;/ . OHW ELEV. +46.5' r VJ 0 0.. 0 z w cc,l CONCRETE APPROACH SLAB CONCRETE WINGWALL, TYP. CONCRETE CAP, TYP. -~ STEEL PILE, TYP. ,_-.....,--,-s:-:~~---------------------------------,cc,.-. -c-cc-~'7""~•7--77-,-77-,-77-•,. ,,,,-. ----------------------------------------4 '· ' ' ' ,, ,, > "'-,, --:/ ' /';.· /! ·/,', . . . //' . . BRIDGE ELEVATIOl'I I co 0 I ~ 0 r....: l{) 0 -<l-n / z (') VJ w 0 !ls: 0 n / +-' C <l) E <l) 0 0 0.. Q) 0:: <l) 01 -0 ·.::: (Il EXISTING CONCRETE WALKWAY > .. I I I • \ \\ NEW STEEL • R~ILING . ,/ . ·~,! . NEW STEEL ;RAILING 0 l{) j I -,_.·._. ' I I 3 :r: 0 I I BEGIN BRIDGE TOP OF DECK ELEV: 63.13 ' ' : CEDAR RIVER BRIDGE PLAN ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ;::'. PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE :g 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ;:!J ffl al ··~ "1 Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, / IJIII Ila · Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ~ Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGINEERS, INC. mail@pndenuineers.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ..-(f) ,,. APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED NEW ALUMINUM ARCHED TRUSS PEDESTRIAN BRIDGE RE\IISIONS END BRIDGE TOP OF DECK ELEV: 63.56 PROJECT: l--t----1------------------~-----l TITLE: I I 'in $ -<l-:r: 0 0 l{) ' ' ' I 0 '° NEW STEEL RAILING i ' NEW STEEL RAILING 30°/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT GENERAL BRIDGE LAYOUT PARKING AREA EXISTING CONCRETE WALKWAY r.;.,rc:F1,1i::r'1 APR 11 2014 l'""'V {'f; > , .,.,,_,,.~ I • "-'"' '. , ..:::::._ g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: o·-~ 2 DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DRH DATE: APRIL 14 8 16 noL-----------------------"i.------------------------"-------------------------...&.-----------.L...R-EV....L-D-A_T_E_.._ _________ D_E_Sc_R_IP_T_lo_N _________ i.::;CH~E~C~KE~D~B~Y~:--------..1,.:;S~CA~L~E:;_ _______ ~N~O~T~ED:..J... _____ O_F ____ ~ en :;: -0 ~ ~ I 0::, 0 I ~ 0 r..: L{) 0 -tj-t') / z 0 (/J w 0 ~ 0 t') / +" C <1) E <1) u 0 n. <1) 0:: <1) en -0 ·.::: m -"' ._ 0 o_ :;: <1) ·;;: ._ \]) -,,-~~ .2: 0:: TOP OF EXISTING SLOPE\ ' . / CONCRETE BACKWALl \ / ,/· ', / "·. '·,. '",' / ·" CONCRETE \./ WINGWALL, TYP. / CONCRETE CAP GROUND\ 12"¢ STEEL PILE, TYP. GALVANIZE TOP 10'-0" ., ( ' ' r1· ! ' ' !j; 11! 'I ,1 " I I 1 • • • • • • • ALUMINUM DECK BEAM, TYP. ALUMINUM HANDRAIL, TYP ALUMINUM GRATING I I ·1 •I .I I ·1 •I • I I ·1 I fe:::;,;;;;;:====~====;i:;:;;::====:::::=i:;;;;=====;:;;;;::cil1 I i--··-- ·------... I I I I 1 I I I I======·=·-=-·-=--=-="=·-==·=·· ~-!=========···=· ·=-=·-·:t:·=· ·=-====···-:;:-=-=·-=-=--= .. =··=-·=-·=·· ::::::1-I I ,-, I I L_,.J ,-, I I L_..J ~ PILE ·;;· ' ,. ' ' ' ' UTILITY SUPPORT ,, .. • • 1 g' -4" UTILITY LINES AS REQUIRED ., ABUTMENT ELEVATION ALUMINUM : I I FLOOR BEAM, I "=,~,,!! I I L_,.J ,-, I I L_..J ' ' i ' ~ PILE 8" r PENETRATION FOR UTILITIES, TYP. 12'-o" CONCRETE BACKWALL i ' . I. 'I ' 'I I ',, I., ' ' [',, . ' , .. ; I : ·i_ i A ·-, ABUTMENT PLAN , i ,_, ALUMINUM CAP fl'.. TYP ALUMINUM END POST, TYP. WIRE ROPE, TYP . ALUMINUM TOE fl'.. TYP. ALUMINUM TOP •CHORD, TYP. ALUMINUM BOTTOM CHORD, TYP. .· ALUMINUM 8" CONCRETE CAP BASE fl'.. TYP. ROUGHENED CONSTRUCTION JOINT WITH KEY STEEL PILE BELOW, TYP. CONCRETE WINGWALL, TYP. ~ PND ENGINEERS, INC. IS NOT RESPONSIBL.E FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ~ 1736 fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ~ Iii ml .... , "' Seattle, Washington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, / Bl l!!rJI Phone:206624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 5 Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY '::!-ENGlNEERS, INC. ·i@ d 1.n AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN -tj-_,.(f) mm pn eng eers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED ./ / NEW CONCRETE WALKWAY ,/ / / / TOP OF BACK WALL: ABUT 1 ELEV: 63.13' ABUT 2 ELEV: 63.56' /. / "· / ', / w 0 0 0:: m 0 z ~ z 0 w m I ·' -,,:, '' I ii: i i 3'-o" ' -· ~------~ ----;-·--, CONCRETE CAP if~ i STEEL ,, '! PILE / / COMPACTED STRUCTURAL FILL ,/ EXISTING GROUND SECTION A-A REVISIONS PROJECT: f----t---t---------------------1 llTLE: 30o/o DESIGN RIVERVIEW PARK BRIDGE REPLACEMENT ABUTMENT DETAILS APR 1 ". ··n·, I . '' l u' - CHVO JJI A ~-.lt\:i,-_ -:::::_ g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: ~-~ DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DRH DATE: APRIL 14 9 16 t')OL.-------------------......1 ....... ___________________ ............. _____________________ ._ _________ .._RE_v...__o_A_rr_ ..... ________ o_Es_c_RIP_T_lo_N _______ ....J~C~HE~C~KE~D~B~~-------...L.:S~CA~LE~:-------~NO~T~ED:.J... ____ o_F ___ _,1 cr, :;:: -0 ~ ~ I 00 0 I ~ 0 r-..: LO 0 tj- n / z ('.) (J) w 0 !;-i1 0 n / +' C: <l) E <l) u 0 0. <l) 0:: <l) cr, -0 ·.::: (IJ -"' L 0 0... :;:: <l) '> L <l) '-'~'¥; .2:: 0:: ct END POST DETAIL 1 ALUMINUM FLOOR DIAGONAL, TYP. ct SPLICE 18 BAYS @ 7'-6" = 135'-0" SYMM ABOUT ~ BRIDGE PLAN ALUMINUM FLOOR BEAM, TYP. ALUMINUM TOP AND BOTTOM CHORDS, TYP. ct END POST ct END POST 52'-6" ct SPLICE 41'-3" ct END POST f----------------------------------t------------C-A_M_B-ER_T_OP-C-HO_R_D __ -::Scc--;YMc--cM---,-------;A--;:;:B:ccOU---;-:T;:-----S-IM-IL_A_R_T_0 ________ ~1-~--------------=---=---------------~i 41'-3" ALUMINUM TUBE\ WIRE ROPE,~ TOP CHORD l•••i•••l --l - NOTE:CAMBERED TOP AND BOTTOM CHORDS SHALL BE PARABOLIC IN SHAPE ALUMINUM TUBE J BOTTOM CHORD 2 1 /2" " / "\l ... ··" ALUMINUM FLOOR BEAM, TYP. ALUMINUM FLOOR DIAGONAL, TYP. '-/ ALUMINUM TUBE --... -____ ,,... ALUMINUM TUBE BOTTOM CHORD (BELOW) VERTICAL, TYP. ALUMINUM TUBE BOTTOM CHORD, TYP. \ \ DETAIL 1 ALUMINUM TUBE --DIAGONAL, TYP. ,.__ '-"' '- \ \ \ \ ..k-+--,--,- \ --------------, \ I \ 1 /2'' / '-/ ..... / ', _________ ,,,,,, DETAIL 2 I I 12'-0" AT 't_ BRIDGE~~ BRIDGE ,,--f DETAIL 2 ALUMINUM TUBE r VERTICAL, TYP. SPLICE, TYP. I 1 (SEE DETAIL) ALUMINUM TUBE ....... , r DIAGONAL, TYP. ~--~-_-_ ---~--~ -····-1-/1_~-:~ -_-;W2~: .-~~ -:~ "' "' II -~ CAMBER BOTTOM CHORD~ 1' 6" AT ct BRIDGE ELEVATION II ' ' •••••••• , '-\_ DETAIL 2 z <C • 0... <.O (J) .1 0 0 -~ ::a: f- <C I I I I I I I ~o • • • • ALUMINUM GUIDE ft, TYP. ALUMINUM FLOOR BEAM 10'-o" DECK BEAM TO TOP FLANGE OF FLOOR BEAM ALUMINUM TUBE DECK BEAM, TYP. UTILITY SUPPORT ALUMINUM GRATING ALUMINUM FLOOR DIAGONAL UTILITY LINES AS REQUIRED -'-------------~ MID SPAN SECTION D I I • 1 •I .I I ·1 •I ,I I , I , I I I I I I I I I I I I I I I I I D ALUMINUM POST, TYP. ALUMINUM TUBE TOP CHORD, TYP. 2"¢ ALUMINUM PIPE HANDRAIL, TYP ALUMINUM TUBE VERTICAL/DIAGONAL, TYP. WIRE ROPE, TYP. ALUMINUM TOE ft. TYP. ALUMINUM TUBE BOTTOM CHORD, TYP. 30 °/o DESIGN - ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE REVISIONS PROJECT: RIVERVIEW PARK <~r;/: 20 •1 7 4 BRIDGE REPLACEMENT CJTY()Ffl!:N/01',j ~ 173G Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ;:;!; ffl ISi ffl .. l n, Seattle, \Vashington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, :;:--Ill .. W Phone: 206-6241387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF /5 Fax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY Cj.. ENGINJ\ERS, INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN 'ui mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED ~ g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 1---+---+-------------------1 TITLE: SUPERSTRUCTURE DETAILS 1 of 2 134057.01 SHEET NO: ---.....·-00 s: DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DRH DATE: APRIL 14 1 0 16 ,e ~ ~OL-~~~~~~~~~~~~~~~~~..i...~~~~~~~~~~~~~~~~~~-i.~~~~~~~~~~~~~--------------.t-~~~--~~~--...i-R_Ev..J..._o_A_TE __ ._ ______________ DE_sc_R1_PT_1o_N ______________ ..!,.::;.cH~EC~K~ED~B~~------------_J~SC~A~LE~:------------~N~O~~o::..L __ ......::_..:.... ____ :.._~ ~ ~ I OC) 0 I ~ 0 r--..'. L[) 0 -st I"') / z Cl (f) w 0 ~ 0 ? +-' C: Q) E Q) 0 0 0.. 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' ii I 1; : " J " I </ <J ' ' :1 i , ,, ii II !: ,, 2'. __,,-CONCRETE / CAP ' : 1 __,,_ STEEL 1/ PILE 'i ' ' ii 1' DJ END POST DETAIL ALUMINUM SPLICE fE_. ALUMINUM BOTH SIDES OF TUBE 1 , TYP.\ ( SPLICE, TYP. f --" r TOP CHORD o p O II --.:i / II O > I) \ '~l===t~=d\ " --J ---3 3" 3" 3" ' BOLT, TYP. - I 0 0 0 0 ,- 0 0 ALUMINUM DIAGONAL ALUMINUM r BOTTOM CHORD Fr =-=c-;====ll'=,,====-~:,...,,- o o o II ~ II J;:-==c.::::===i!::"==:::! J 0 0 0 SPLICE DETAIL ~ PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY ~ PROGRAMS, METHODS OR PROCEDURES Or-OPERATION, OR THE L[) 1736 Fourth Avenues. Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 0 REVISIONS EXCAVATION LIMITS DETAIL TO DE DEVELOPED 30o/o DESIGN n (' t~' r· 11 Jr': r·~ i< "'>. l.. ·=•"'•--. I ,J }." ! ./ PROJECT: RIVERVIEW PARK APR 112ll!4 BRIDGE REPLACEMENTcrrvorr,u,i,o, ;:; D1 Im m_, "'' Seattle, \Vashington 98134 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, / 1111 Uf'.I Phone: 206-624-1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF I-----+---+-------------------1 TITLE: ~ Pax: 206-624-1388 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ~ ENGINEERS,INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN SUPERSTRUCTURE DETAILS 2 of 2 s;---;;;' mail@pndengineers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED "'--g' IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: o·-N 3:: DIRECTL y OR INDIRECTL y TO PND. DRAWN BY: DRH DATE: APRIL 14 11 16 ~~L-~~~~~~~~~~~~~--~~~...i-~~~~~~~~~~~~~~~~~~ ....... ~~~~~~~~~~~~~~~~~~~~.&.-~~~~~~--~--R-EV ....... ~DA_~~~~~~~~~~DE_sc_R1_PT_1o_N~~~~~~~.i...;.;CH~EC~K~ED~B~Y;~~~~~~--l~SC~A~LE~:~~~~~~~N~OT~ED:..L~~~-O-F~~~~ CJ) "' "U N ~ I ~ 0 I'- L!) 0 -tj- n / z ('.) (f) w 0 ~ 0 n / ..... C (l) E (l) u 0 0.. (l) Cr:'. (l) CJ) "U ·c CD --"'-'-0 0... "' (l) '> '-(l) . :::: Cr:'. -~ . B1 IETM ENGINEERS, INC. 1736 Fourth Avenue S. Suite A Seattle, Washington 98134 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineers.com DETAIL PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWl~IGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. 30o/o DESIGN REVISIONS PROJECT: r---,---,------------------1 RIVERVIEW PARK r;ir:r··r:1\/: r1 Ct .... c \,~v .. , ' BRIDGE REPLACEMENT APR 111 t------t--------jf-------------------1 TITLE: MISCELLANEOUS DETAILS DESIGNED BY: MTB PROJECT NO: 134057.01 SHEET NO: REV DATE DESCRIPTION CHECKED BY: SCALE: NOTED 12 OF 16 DRAWN BY: DMM DATE: APRIL 2014 E ~ " .. I ~ I a " • E " 0 a: E C Jl - n.1 ENCINEERS, lNC. PARKING AREA C 1736 Fourth ,\venue S. Suite A Seattle, Washington 98134 Phone: 206-624-1387 Fax: 206-624-1388 mail@pn<le11ginecrs.com I PLANTING PLAN WEST 0 10 20 1''= 201 Macleod Reckard PLLc 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 SCALE PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. LIMIT OF WORK I I I REVISIONS ------OHWM PROJECT: t-----t-----+-----------------------__J TITLE: DESIGNED BY: DRAWN BY: REV DATE DESCRIPTION CHECKED BY: LEGEND 1 .. ,-~~ •--~] :' .;·,.:. :·-~ .. !: .. ! ••• • ........ : ... • 1 ·"' . •. . • . ..... . ,' . . . ~.~ .... -. 0 (J0 NOTES UPLAND LAWN RESTORATION TOP OF BANK PLANTING MID BANK RESTORATION PLANTING LOW BANK RESTORATION PLANTING ORNAMENTAL PLANTING 100 YEAR FLOOD ELEVATION (±54.5) ORDINARY HIGH WATER (±46.5) LIMIT OF WORK SEE SHEET L.4 FOR PLANTING DETAILS AND SCHEDULE PRELIMINARY RIVERVIEW PARK BRIDGE REPLACE APR 1120 MENTC!TY 01, r;n,r:c, PLANTING PLAN WEST CR PROJECT NO: 134057.01 SHEET NO: BM DATE: NOTED MARCH 2014 L.1 OF SCALE: I E ~ ENG TN l~ERS, INC. LIMIT OF WORK 1736 liourth ,\,Tnuc S. Suite A Seattle, Washington 98134 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndengineets.com I I I N PLANTING PLAN CENTRAL 0 10 20 1"= 20· Macleod Reckard PLLc 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 SCALE PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. I I I I I I )( ------OHWM REVISIONS . PROJECT: t--+----+------------------------....J TITLE: DESIGNED BY: DRAWN BY: REV DATE DESCRIPTION CHECKED BY: LEGEND k::~ . -::·; ),' ' . •,.. •, . \ •, •• ,:>,', •...... [Dill .. -.. ~ r,r v· v- r v v v v !V V V V V NOTES UPLAND LAWN RESTORATION TOP OF BANK PLANTING MID BANK RESTORATION PLANTING LOW BANK RESTORATION PLANTING ORNAMENTAL PLANTING 100 YEAR FLOOD ELEVATION (±54.5) ORDINARY HIGH WATER (±46.5) LIMIT OF WORK SEE SHEET L.4 FOR PLANTING DETAILS AND SCHEDULE PRELIMINARY RIVERVIEW PARK BRIDGE REPLACEMENT APR 1 } ; J . rnv PLANTING PLAN CENTRAL CR PROJECT NO: 134057.01 SHEET NO: BM DATE: L.2 MARCH 2014 OF SCALE: NOTED E 0 ~ " E " l E C 11 ENC IN EEKS, INC. 1736 Founh .-\venue S. Suite,\ Seattle, Washington 98134 Phone: 206-624-1387 Fax: 206-624-[388 mail(f_lJpndenginccrs.com LIMIT OF WORK N ~--~' 4'PS) PLANTING PLAN EAST 0 10 20 ~. --' f Macleod Reckard PLLc 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 SCALE 1"= 20' PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. -----OHWM MAINTAIN EXISTING TRAIL ON BANK REVISIONS PROJECT: t---r-----j----------------------1 TITLE: DESIGNED BY: DRAWN BY: REV DATE DESCRIPTION CHECKED BY: LEGEND ~;,,:. :~:id· .. -: i' :: ...... :-, }:.: .. . _·· ·_· -', . ~ •. _ _'.'. _ _._...: . "·~ ....... mIIl] ~ NOTES UPLAND LAWN RESTORATION TOP OF BANK PLANTING MID BANK RESTORATION PLANTING LOW BANK RESTORATION PLANTING ORNAMENTAL PLANTING 100 YEAR FLOOD ELEVATION (±54.5) ORDINARY HIGH WATER (±46.5) LIMIT OF WORK SEE SHEET L.4 FOR PLANTING DETAILS AND SCHEDULE PRELIMINARY RIVERVIEW PARK f<r-:c::r-1\i' BRIDGE REPLACEMENT APR 11 . __ PLANTING PLAN EAST CR PROJECT NO: 134057.01 SHEET NO: BM DATE: L.3 OF MARCH 2014 SCALE: NOTED -. E a ~ '" .. " I a I • ~ 0 a: E C 1i Plant Schedule symbol Botanical Name Common Name Size Quantity (SF) TOP OF BANK PLANTING 16,255 ~ Acer circinatum Vine Maple Amelanchier alnifolia Service berry Gaultheria shallon Salal Holodiscus discolor Ocean spray Mahonia aquifolium Tall Oregon Grape Mahonia nervosa Oregon Grape Physocarpus capitatus Pacific Ninebark Picea sitchensis Sitka Spruce Polystichum munitum Sword Fern Pseudostuga menziesii Douglas Fir Ribes sanguineum Red Flowering Currant Rosa nutkana Nootka Rose Symphoricarpos alba Snowberry Thuja plicata Western Red Cedar Tsuga heterophylla Western Hemlock Vaccinium ovatum Evergreen Huckleberry MID BANK RESTORATION PLANTING 1,044 ~ Abies grandis Grand Fir Corn us stolonifera Redtwig Dogwood Corylus cornuta Western Hazelnut Gaultheria shallon Salal Physocarpus capitatus Pacific Ninebark Picea sitchensis Sitka Spruce Polystichum munitum Sword Fern Rosa pisocarpa Cluster Rose Salix hookeriana Hooker's Willow Salix lasiandra Pacific Willow Salix scouleriana Scouler's Willow Salix sitchensis Sitka Willow Thuja plicata Western Red Cedar LOW BANK RESTORATION PLANTING 1,279 Cornus stolonifera IV V V 'TV Salix hookeriana 7VVVV Salix lasiandra Iv v v v v Salix scouleriana @ 00 {'.<,[ EN GIN F•'.ERS, INC. Salix sitchensis ORNAMENTAL PLANTING Acer circinatum Amelanchier alnifolia Gaultheria shallon Mahonia nervosa Polystichum muniturn Ribes sanguineum Vaccinium ovaturn 1736 Fourth ,\venue S. Suilc A Sealtlc, Washington 98134 Phone: 206-624-1387 Fax: 206-624-1388 mail@pndeugineers.com Redtwig Dogwood Hooker's Willow Pacific Willow Scouler's Willow Sitka Willow Vine Maple 1,295 Service berry Salal Oregon Grape Sword Fern Red Flowering Currant Evergreen Huckleberry Macleod Reckard 83 Columbia Street, Suite 306 Seattle, Washington 98104 P 206-323-7919 F 206-323-9242 PLLC Remarks PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. REVISIONS PROJECT: i--,----ir----------------------l TITLE: DESIGNED BY: DRAWN BY: REV DATE DESCRIPTION CHECKED BY: PRELIMINARY RIVERVIEW PARK n·r::r··r-1\/l"f''; t {, ... ~.~~· r. ' ,, ; L ... , BRIDGE REPLACEMENT"PR l t 20·,i . ' ...., . , .. •" ~ PLANTING ?[.Cl\ •'.c,!•, •. SCHEDULE AND DETAILS CR PROJECT NO: 134057.01 SHEET NO: BM DATE: SCALE: NOTED L.4 OF MARCH 2014